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HomeMy WebLinkAbout6760 Ripple Pond Lpr ..00—.. ABBREVIATIONS 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 AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KNUall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Oprl Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WOW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 01/21/11 1.0 NEW CONFIGURATION 08/22/11 1.1 REV 1501 KITCHEN 09/14/11 2.1 VALUE ENGINEERING REVIEW 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE 12/19/20 5.1 FBC 2020 CODE UPDATE 02/18/22 5.2 NEW PLAN NUMBERS PER C.M --• �■■■■■ ���� - j. ��� � 205 1001 �■' 1]11200001 ■ 1 ■■■Igo, rill ONE 6 - UNIT TOWNHOMES LoENNAR� INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 BUILDING PLAN (Right) 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN L1 LINTEL PLAN & DETAILS FP-1 FIRE PROTECTION- DETAIL SN STRUCTURAL NOTES SN1 DETAILS S3 MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N (D O > ' CAI LD 00 -C. c o< � .� Q U - 1 t, C. C O p Lu r r .�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E 's M i p OC14 N p oo ��� C J 5 Z 13 ' ti W t m `t a s; i ._.f-£ �"O O '5 'Fa W N O O 0 2 0) ly. IL T m 0 J V ' ::.w�c -:. Z 5 tVi) ❑ ❑ V M ate-- 0 z N Cl) z � $ z o ¢ C> J n M � U — � 0 to 11.1 Jill � �N n U a L U '.... J � E g _ =! U 'o °a' ° �Q N rn t� o CID w M � J E Q E oo w z � zo <0 Z® p a Q> OU _ K O � O Z O C E N ru IL d p <0 O d Z ¢w - <� 1r "m m� o ZLL w ZC a�i J <, << 3N Z (� UJ 2 3 8< Z g° W 0- T E <0 a n w r U ow F g 3 =r C:) >O w< a Z U3 .N tV > LJn Cn ai rn cc o Lo n � T O O M co Q = T U N T 00 U) in O T Q N C N O � Ltd iU N 0 m z E E m c m FLU � v Q a c � JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. R�. TEMP BA SHOWER ENCLOSU ON CURB I. I i - i I. I I i I 2'-0" 3" 9„ 2,-6„ 1, O„ 3,_O„ 't. I I - WIRE SHELF WASHER DRYER (OPTIONAL) (OPTIONAL) Z( L LAUNDRY INTERIOR HOMES SHOWER OPTION BATH 2 26-8" 2 25 SH O ■ ■ ■ ___ ■ EGRESS LANAI i 9'-4" CLG. AFF ■ CONCRETE OWNER'S SUITE 1'-6" 10'-10" 9'-4" FLAT CLG. CARPET 8080 S.G.D. NOTE: FIN. WALLS 3 TO BE FLUSH FIELD O VERIFY FP-1 I iv I 12'-114' 2868 `D 3 F P-'I T-0" LO 5'-11411 010 2868 2868 I o I I IV L0 EO I I I�I!O. BATH 9'-4" FLAT I WIC I o i CLG. 1 '-4" FLAT CILG I U) TILE U CARPET I o IN crI TO" 2„ 2, 9„ 2"�l� 32 2'-0" 32„ i 1 5'4" i T-34„ 2'-8° T-041„ LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04" DINING 9'-4" FLAT CLG. CARPET I I I 60"x36" 1 0' SHW . AN M TIL 0 L--- - `° 00 KITCHEN - IET A.F.F. R&S ��a z( K2 3'7" 6' S" INTERIOR UNITS in I I 0�6 �------ &4 Cl) / / FLEX 0 ° r- REINFORCE WALL @36"AFF ROOM o) N I I O\5e 3 11_l FOR POSSIBLE GRAB BAR PER 9'-4" FLAT CLG. z K2 CV r - - w FLEX ROOM SHOWER ADAREO n CARPET p M i i i D/w �- Z REINFORCEWALL@ rl -J1 KITC H EN ° 1 I' 17• TO IT A.F F FORPOSSIBLE " WALL HUNG LLLJJJ I iI I 5'-s" 4'-94" I I 9'-4" FLAT CLG. I I BENCH SEAT G w/ STUDS G TILE REF 1 PER ADAREO �; SIM. W/ SYP �� @ 12" O.C. S3 \ STUDS @ 12" g3 5'-04„ 3, 4„ 5,_0„ 2, „ O.C. f 1 5-SH S4 D 2 BF o� 068 D o x 2x6BACKING � '- H5 O Ne�68 v�5-SH H4 In I 2868 - ----- ---- , Mgt ADA REQUIREMENTS- Hu 2868 BATH O 2868 -1 (3) 2x4 #2 SPF w/ LTS20B�// i LA U N . b I HANSON BOX BATH 2 w/ 3/4" ANCHOR BOLT & 9'-4" FLAT CLG. ;n 1 @ 36" A.F.F. 9'-4" FLAT CLG. (10) 16d NAILS TILE I � TILE DBL. 01 3: DRYER VENT THRU ROOF R&S U-)2668 BF ------- ili 2868 SC 2868 2668 BF BUILDER TO EDGE OF SLAB 2" PROVIDE BEYOND WALL - - r APPLIANCE 5'-6" 4,_94„ 5 04 10' 8"I\ /I OW.H. PROTECTION Ind U I WHEN REQUIRE 2868 0o F- I X\- U I PER FBC FOYER NOTE: FIN. WALLS 9'-4" FLAT CLG. c� TO BE FLUSH FIELD i VERIFY TILE BEDROOM 2 ■ 3068 ■ G.T. 9'-4" FLAT CLG. O CARPET C 1 } ENTRY 10 9'4" CLG. A.F.F. CONCRETE 1-CAR GARA E EGRESS i ■ ■ ■ - - - - - - - ■ 9'-4" FLAT CLG. AFF CONCRETE (2)25SH r - - - - - - - - - - - - -- r G.T. I I � 2,-4„ 9' O„ Jq I I 19 ■ � I I K I S4 I o ' O ' I I I � ■ 8070 GARAGE DOOR,01 ■ 11'4" 4'-0" 1' 10" 8'-0" V-6" 15'4" L 11'4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +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 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 H7 (2) - LVL 2.0E Fb=2950 General Notes (2) - 1 3/4" X 7 1/4" R302.5 Dwelling/Garage Opening/Penetration Protection H8 LVL 2.0E Fb=2950 Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R302.5.1 through R302.5.3. RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required R302.5.1 Opening Protection VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between REQUIRED STUDS the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU SIZE R.O. FRAME TYPE Ducts in the garage and ducts penetrating the walls or ceilings (Flange) (Fin) separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 X 26 18 X 25 S H nonmetallic class 0 or classl duct board, or other approved 13 20 X 38 18 x 37 S.H. material and shall not have openings into the garage. 14 20 X 50 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18JX 62J S.H. shall be protected as required by section R302.11, Item 4. 16 20 X 72 18 J X 714 S.H. R302.6 Dwelling/Garage Fire Separation. 1 H2 27 1/4 X 26 26 X 25 S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 1 H3 27 1/4 X 38 g1 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1 H4 27 4 X 50 26 x 50 S.H. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit 1H5 27 x 63 26 x 62 1/2 S.H. wall: . From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or 1 H6 274 X 72 26 X 71 112 S.H. equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" 22 37 4 X 26 36 2 x 25 1/2 S.H. Type-X Gyp. Bd. or equivalent. 23 a 37 4 X 38 s 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. 24 3742 X 50 s 36 J X 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied 25 37 4 x 63 36 X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 37 X 72 36 X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 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 32 54 x 26 52 X 25 S.H. greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable 33 54 x 38 $ 52 x 37 4 S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 50 e 52 J x 50 S.H. mm) sphere to pass through the opening where the opening is in o its largest opened position. 2. Operable windows that are provided r 35 54 X 63 52 JX 62 4 S.H. with window fall prevention devices that comply with ASTM F2090. 36 54 X 72 52 J X 714 S.H. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. o? GAS APPLIANCES 0 o G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL -- - - 10'-8" TOP OF MASONRY WALL 11'-0" TOP OF MASONRY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 60 LIVING AREA 1400 S.F. o GARAGE 241 S.F. LANAI 101 S.F. o ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE /LIVING) R-11/R-13 KRAFT FACED UNIT 1397 FLOOR PLAN ^ G.C. TO COORDINATE PLUMBING TO AVOID SCALE:Y4"=1'-0" !-� CONFLICT WITH STRUCTURAL WD. COL. ;s C" CIO \ Y r y 5 C. L C �} J 0 0 L V = p 0 W N C.4, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q E 8 0 O N O N � COl r Co a) N - Q 13'*Z d u- 2S * C J 2 l w �LL� 55 0- - a a �[ m C a 3 L f9 � W o ��cn 0 OY LLW ��O�O' m w =LOcoZQ� N I^ O 0 < o Z W ❑ ❑ z N M 0 z N z � � � Q z a Q A o -- ° U 0 -Ln N c U w - L U 'o °N c U) Y 0 �Q � m Jz w Cl)N o z z a U- LL m EI Ca. E V ¢ zo oo rN < � zo oa �j -� M� aaaz .o z CDwz° ru t 0 o ¢ wz � of cl z x �m mf o °z z� z rq�z <w z Cn Cn �I < o� Q° U a= W oLL w� 3 o CO d o zl< 3 .s CN 0 Lo co = m 2 ,--I C:)\ CD 0 LO T O coo M �i U CVT 00 U) m T'- O T Q }� N N O C)N 0) G6 1 T- 6 � CV o z C E N N N C a 0 � Q 0 JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 2 1 4" T-3" T-3" 6'-10" [�T' ,-T' T-3„ 3 KITCHEN - z( K EXTERIOR UNITS H - REINFORCE WALL WIRE SHELF @36"A.F.F. FOR POSSIBLE GR PER KITCHEN SHOWER AADAABRBEAO,R / REINFORCE WALL @ 17" T019"AFF G I( FOR POSSIBLE I WASHER DRYER (OPTIONAL) (OPTIONAL) L HUNG BENCH SEAT PER ADA RE PER ADA RED. �1 AI( L LAUNDRY I MIN Lei go'bill I EXTERIOR HOMES SHOWER OPTION BATH 2 2x6 BACKING J� MB2 ADA REQUIREMENTS - BATH v� a, O 60 00 rH� 2 00 r H- ■ iE 27'-0" 14'-0" L 13'-0" 10'4" 1 11'-8" ■ EGRESS OWNER'S SUITE 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY V-4" ■ --------- ■ ■ ■ I I I L NAI ■ 9'-4" CLG. AFF 1 CO CRETE 1 2'-0" I 8080 .G.D. OI _ 12'-111" �2868 2868 0. BATH 9'-4" FLAT CLG. TILE Cl) 06 WIC '-4" FLAT CL( LO LO)CARPET � � I I 2'_5i„ 1'-8" 5'-4 3'-6" 4 60"x36" HW " AN 05 M I LI ING ROOM 9'-4" LAT CLG. CARPET I TIL R&S T A.F.F. 5-SH _ FOYER `r 9'4" FLAT CLG. /�-- ----- `V TILE I r/ REF 2068 BF K100 9'-5" M w KITCHEN 11 9'-4" FLAT CLG. STUDS 1 1 42" HIGH D TILE Cal, 12" O.0 1 KNEEWALL S3 SINK w/ (, b DISPOSAL ;n I r -- -� S3 I I \ I D/W Q - �--- - 1 '-0' L - - - � I I I I I I I I I I I I I I I L 1 1 1 1 1 1 1 1 1 1 1 1 1 0 5-SH H4 ® _ _ ILE/SHV,ER 668 BF 07'A.F 2'-8436-0" 4'-0" CRYLI BATH le 9'4" FLAT CLG. TILE 3068 BUILDER TO PROVIDE I -I APPLIANCE W H PROTECTION WHEN O REQUIRED PER FBC 4'-0„ ATTIC I 0 1 L------J N 10 1-CAR GARAGE 9'-4" FLAT CLG. AFF CONCRETE -l" 70 EDGE OF SLAB 2" BEYOND WALL ----- I I I I I I I I I I . KCD I� S4 Lj I I I I I I ■ 8070 GARAGE DOOR ■ o I � ■ 8'-0" 2868 0 27'-0" Li' fii I� A S3 ■ O DIINING 9'-4' FLAT CLG. CARPET O 9' 114" Q EG D ■ S4 S3 S3 ■ (3) 2x4 #2 SPF w/ L TS20B w/ 3/4" ANCHOR B DLT & (10) 16d NAILS ■ FLEX ROOMCD 9'-4" FLAT CLG. Lu cc 0 CARPET w N ■ @ 36" A. I S3 �I N DBL. 2668 BF I W R&S OI 0r----- -�� ■ II I I 2668 I BF DRYER VENT THRU ROOF G.T. - ■ BEDROOM 2 9'-4" FLAT CLG. CARPET -NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY (2) 25 SH O EGRESS 16-0" H 1 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 General Notes (2) - 1 3/4" X 7 1/4" R302.5 Dwelling/Garage Opening/Penetration Protection H8 LVL 2.0E Fb=2950 Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R302.5.1 through R302.5.3. RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required R302.5.1 Opening Protection * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between o REQUIRED STUDS the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel " WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU R.O. FRAME SIZE TYPE Ducts in the garage and ducts penetrating the walls or ceilings (Flange) (Fin) separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 X 26 18 J X 25 # S.H. nonmetallic class 0 or classl duct board, or other approved 0 13 20 X 38 J 18 1 X 37 J S.H. material and shall not have openings into the garage. °' 14 20 X 50 J 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18 X 62 S.H. shall be protected as required by section R302.11, Item 4. 16 20X72 184X71 S.H. R302.6 Dwelling/Garage Fire Separation. 1 H2 27 1/4 X 26 26 X 25 S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 1 H3 27 1/4 X 38 J 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1 H4 27 � X 50 � 26 x 50 S.H. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit 1H5 27JX63 26X62112 S.H. :all: o From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or a, 1 H6 27 J X 72 26 X 71 1/2 S.H. equivalent rage side. applied aAbove 22 37 4 X 26 36 1 X 25 1/2 S.H. * From Habitable Rooms Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. T O 23 37 a X 38 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. 24 37 J X 50 J 364 X 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied 25 37 J X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 371X72 36JX711/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 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 32 54 X 26 52 X 25 S.H. greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable 33 54 X 38 J 52 J X 37 J S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 501 52 } X 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 0 35 54 x 63 52 J X 62 S.H. with window fall prevention devices that comply with ASTM F2090. - 36 54 X 72 52 X 71 S.H. 3. Operable windows that are provided with window opening p control devices that comply with Section R312.2.2. 1- 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier 0 O complying with R4501.17.1.1 through R4501.17.1.14. � M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL rn 1 V-0" TOP OF MASONRY WALL ire M TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED UNIT 1500 -FLOOR PLAN (GARAGE I LIVING) ^ G.C. TO COORDINATE PLUMBING TO AVOID SCALE:Y4"=1'-0" /-1 CONFLICT WITH STRUCTURAL WD. COL. -v QLD) S O N �.s y co - I� to a) L. C v oo zz ow cW 04 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E � V o C5 m N ��cc rn1Z� # Q N C) 25 C J 2 LL W J LL J 5 , d a Z m-cm R T6 Z 19 Y � co 3:0 N O Wcu LL= 04 NzaJ 0 " O6 u W co ❑ ❑ z m o Q � Q N z � o (1), lL Tl Cn U 0 N w c, N06 N U a L=,u: ®. EE = p L U LIB.. U o H Q o N O) r- co � w LO M o3 Z a Q V o� o� cD CV wa ,_ ¢o �w m� r< o w Z � G j - Nm <w Z � i ¢ Z o d J O o N Z W U tot LL 3 o w w Ro c =< a °3 0 CV > Ln Cn CU M O \ O � T N r o rn to CD o ai M � �- N 60 U U) ° O N E N Q 0)O c.6 r LO r 6 CV LOo � z E a) M a E U � ui Q p JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 3 NIT 1500 NIT 1397 NIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left) SCALE: 3/16"=l'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. 14K N OC�NCcmLo _ C� rC Q l� V L lJ r "o - Nr', 77, 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 Elorida 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. Q v E 0 c� Q o 6 m 0 _ m tl! N�'ZJ2 D Q M V ik u C J u- W J LL J. rL W L N 6 >'a CV 0 CWl)0.) w m = of G l)CLL a _ ry V U W U) ❑ ❑ U Z N M Opo Z � N Z � Q � d N7 n Z � CD �N (� w � U m 0 (n w o Ly N tlrY r'n U m w E75 zl U ) c � x �Q Q sm co w MZ 0 o J C C f 00 ¢ry Q cu Yj cu O Z oa U O Z U aQ � U o� Q 0 N(CNni z yUmz oW<Q O ¢ ZWQ OEN Z JC rZz 0 W oW gU ao C3 C7 O 10 w¢ �0 a 03 v zc 0 `N >Lo U) CID o 0 � � r O rn co O M � CVT OQ VJ^ o T O m aT 4-0 N N Q O � �1� /J Cfl T V r E N L� o Z E a U -j Q p JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 4 SYMMETRICAL ov -•r 26'-8" 26'-8" 27'-0" E COMP OMP C-1 I ■---------------- ■ T --------------------------------- N .. LANAI LANAI LANAI OWNER'S OWNER'S ■ ■ ■ SUITE ' SUITE ■ ■ OWNER'S SUITE I I LIVING LIVING ROOM ROOM I ®4 0 I i LIVING I I I O. BATH WIC i ®® I O. BATH I i WIC I I j 0 I I ROOM I I O. BATH I I DINING i DINING CE F�OWIC I ■ I I I ---� L-- ...... . . . . . . I i I I L-- ----------- II I I II I I -- -- FOYER I TI \ // o0 \` i FLEX FLEX i i // o C i i ROOM ROOM * Q p LI KITCHEN r N KITCHE - i i i i - ITCHEN II II I I DINING I I I I I I I -- - o Ld ■ AH BATH 2 T LAUN. LAUN. I BATH 2 BATH 2 ■ ` T ----- — — — — — W.H. FLEX ROOM I I W.H. I W.H. 0 AH II II II ■ — — I< I Ly-' FOYER FOYER'-�-' �_�'� --------- --------- BEDROOM 2 BEDROOM 2■ 771, 1-CAR GARAGE 1-CAR GARAGE I 1 -CAR GARAGE r------- ■ ENTRY ENTRY I ------------I I I r------------ I I ------------- I I I I I I I I I I I I I I ■ BEDROOM 2 I I I I I I I I ■ ■ I I I I I I I I I I I I I I I I I I I I I I 26'-8" 26'-8" 27'-0" 80'-4" SYMMETRICAL UNIT 139 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3116"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. IX LID 1 O O U � 5- h T .o . N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a2 v E 8 0 N � ��0 M0M YI N "_ 'Z J " Q 13 � co q c w J LL d w (0 C � (n U; 0 '5 (6 N W �. IL� n w � N Z Q J M Z O N O 0 U C) W U) ❑❑ Z N 0 00 Z N63 Arm& z Q 13 U)v) Z v � (1)(0 o � � cn w m u o w oJm cU ® C �= > j =t C) c N ID -o Q N O s eo -Z M J z o n Z C LL zo o o z N O_ 0 �® Z I— � �� o x03 0 a V z 0 K a a z I _x �z m0 o �� z � J �o I N d 'S oa Z0 gu �� � a N W W U Qs a i_ o 'az w 3 =_ �00 oCID a a 0 `CV > LC) co \ ai rn O O � _Lr) C) O rn CO <i M � r- Cro N 00 ^ V / r O m Q O r- N E N0 O c0 T Y CV r o m Z Eca d E U J Q [] J JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 5 Ira I -- - -- - r I 1 , I' .,. 1 F IT i 1 " - — I -t - -1I I_ I -- - 1 I I "-..117 ' ' PLATE PLATE EXTERIOR CJN ON - — — — —PLASTER H R T. FRAME — — — 6' SCORED t? BAND FIN. FLR. -- - 8"SCORED 12 6� GABLE VENT 4'SCORED Y W ®®®N INII■�II®Imt TEXTURED 80700VERHEAD DOOR 8070 CEMENTITIOUS FINISH ON C.M.U. (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS L FLASHING---.,, 7SH FLASHING � — FLASHING— — — — "�.- --r.=ems_-� �-. -�•� ,may—.,.12k_. - �— s —- — ILA SSINGG ■■■ ]Llogni ■■■I _ JI-0i no ■■i it on son Ili -1'I—®®®®®il ®®��II — L, I I I MMI_ I t l I 1� 0 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 FINISH ON CMU SHINGLE ROOF INSTALLED PER MANUFACTURER'S FLASHING— ...-.��12 1�m CEMENTITIOUS FINISH ON C.M.0 (TVP ) NOW MININIMI lNlll1 8070 OVERHEAD DOOR 12 6 EMININI ININ s FRONT ELEVATION SCALE: 1/8" = 1'-0" 8070 OVERHEAD DOOR _- - -- 4 OFFft10�GE VENT._ 4 OFFRI � 4 OFF I GE VENT � -4 OFFRI GE VENT''-- 4 OFFRIDGE NT a OFFRIDG�E VENT- c� 4' OFFRIDGE VENT- 4' OFFRIOGE VENT' 12 T »� s - Tt PLATE-- - PLATE DOOR- -- --- --- - --- -- - --- --- --- -- --- --- --- -- - --- -- --- ------ -- - --- -- - -- --- HDR HGT. Y 6" SCORED 6• SCORED . BAND —� BAND (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH (2) 25 SH FIN. FUR. L I — — — — — — — — — — — — — — _J L —1 -------------------------- ------------ 8080 S.G.D. HOBO S.G.D. BMS.G, D. 8080 S.G.D. 8080 S.G.D. �7EXTURED TEXTURED TEXTURED `TEXTURED CEMENMTIOUS CEMENTITIOUS CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TVP.I (TYP.) (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S 12 6� REAR ELEVATION SCALE: 1/8" = 1'-0" GABLE — — — — — — — — — — — — — — — — — — — — — — — — — — [--is.=na._ 12 12� i„4'OFFRIDGEVENT SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS 12 �6 SCORED TEXTURED ELEMENT SCALE: 1 /4"=1'-0" EP EXTERIOR PLASTER ON — — — FRAME 1 SCORED TEXTURED ELEMENT FOR FRONT ENTRY DOORS SCALE: 1/2"=V-0" _ _ �--- PLATE ——------t _ - _ — HEIGHT - � .. �.-- - _ --_. �. _.._. _ CJ/WEEP _�L. — — — — — — --•ram CJNVEEP PLATE �� ��._-i-.,:-.�-m�_i..-+.=::.s-=��_'�«=•®-v= a,_=-.r-e-:-r-..-a_�__..:— PLATE HEIGKT—_PLASTERO EXTERIOR — — — — - HEIGHT PLASTER ON HDR. FRAME N FRAME — — — — — — — — — — — — — — — — — — - HDR. HGT. I — — — — — — — — — — — — — -- ------ — R -- — 13 -- ®® /�1 bri ? 6" SCORED / 6" SCORED �- 6" SCORED 6" SCORED b °' m 4 BAND BAND �, BAND U m B&WD 25 SH 25 SH 25 SH 26 SH 25 SH ,.....,.... H .-... 25 SH 26 SH 25 SH 25 SH 25 S - ... .. ..- FIN. FUR. :..�.. ... .., }. •. .�„�•�..• IIg�III��� .. ... .. .- is �. :.. J .. .. ...... ... . .. _. .-.-i ,. .-.- --s:.i+ _ ;� r-: �.. Tom..,...._ '-. _ -. . _ : .: _ .•,.-,:. ;; ... :......,. .. .. .. ass .. .. 8" SCORED \- TEXTURED 8• SCORED 8"SCORED LTEXTURED `8'SCORED BAND—/ CEMENTITIOUS BAND —' BAND CEMENTITIOUS BAND FlNISH ON C.M.U. FINISH ON C.M. U (TYP.I TYP) LEFT ELEVATION- RIGHT ELEVATION - SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6 O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual la r sh I e s al be installed independently such that Y each layer provides a separate continuous plane and any flashing (install ed in accordance with Section R7 03 4 intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of N . 1 0 5 asphalt felt free from holes n r es and breaks, Y P , complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier st a ba ler shall be applied over pp ed o e 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, k p es, 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. C� N C" ,.I K, M.-I Q• c O O 6 (1 O ul _N1 V •' ✓ry S E 1-N. EsS1 �. i , 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, tl! _..___. W a v E g N8 CFA B^� 0 rt ;y • � � Q Ln N O ik W N c) R J LL 2Cg NJ W Ll. 5 -, W d 3 3 m o co E a 'c � W W Z IL 9 � 0 jf6N`O o m W o J N Q � Z u7 J N M Z ss+ Z Q 0 O U 0d o U W _ W V M � ZM � N M g Z t0 Z n cQy Q a J — a N M to z o '1�• V 0 N o � Lu s C N m ' ig U W Q !— J E g -.. U o c u) oD 8' �0 m cD Mz o w a_ U_ 0 E o aaa� _® Z (13 O E N rU �a az ao y ° z o' ¢W m Z ro �m O z� ¢W 3 �w <oD W O_ 3 gm a n w MJ o w` >O a CO v z< °3 0 `CV > L6 Cn co aT cc Y (D Co t- t/ 60 07 U) o N 1-" O r m � 0 N N r- a--' rl- Q O O j (O O 1 CO d � w T LID LO r Z y O (0 cc a Lj 4) JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 6 i-L ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET IS GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R 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 Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �fB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 10 ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH ql�� 0 G J ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (9D (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI 3 to WH to Range to HVAC MO -. r2oo= 50=2/04/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. DISC. WP GFI 9 211 tI,�TR V1� I oN () �C N ail 3' 3It 41, 3 411 M AIN PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER VERIFYTER VERITY N WITH UNIT 1397 ELECTRICAL PLAN LOCATION WITH BUILDER SCALE: 1 /4"=V-0" C 0 Cell, (r l O L. i ` ^ V � " m t� C. =' C u i- a O O O U / ¢tea �u� N CV 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a v E 0 8 k°: V o co di rn�I-- 2S u7 x Q Oj t C # cc: 2 LL W LL SSS a, w Z ;7)LL M m o 5 N (D_5z ? O WU) m w Z '^ IL , . - MZ Z J N dU v L) W El a M � 1 �/ /zM /^^ O ) V O V V� W � o A � 0 w s N � Y �N f6 U g U o' C U) Q I'd 14 C" o w M o3 Z Z J ,l U ¢ z o � > ¢o wo i z® oa f— to �o oU 0, Z E N Qi R ~ 0 1... p C13 ' � ¢� y 0 mg O Zp Z Cn N < W Q o< ZZ g� a W d a 3 v � 2 W �w zZ M 0o Jz aY �o a c ^ •y' co _ ui rn � O O — > O L0 T O co O Q M r r- CY CV 60 Cn ° m r O T Q _ }� N .Q h CN O O cfl N T LO L J T w a m � T ri Z Z c E `m c a U -j Q p JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 7 I I — L ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH #8 to Range 10 #6 to HVAC METER MAIN 50=210 O 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING #4 GROUNDING WIRE TERMINATION PER � WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PqF WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 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 ;Q EXHAUST FAN/LIGHT COMBINATION M ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P5 PUSH BUTTON SWITCH (OPTIONAL) D-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Owl ELECTRIC ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J 12 �� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. WP 10 GFI DISC. ■ ■ ■ ■ IN ■ ------------------------- LANAI I ■ I OPT. OWNER'S ' ■ CLG. FAN/ SUITE ■ WP G LIGHT PRE -WIRE GFI / I I 6/ 1�) \ OPT. CLG. FAN/ \ LIGHT PRE -WIRE \ ■ � \ I SD © LIVING IN, RECEPT. ROOM FOR ALARM FI I SYSTEM ' a I 1�, 1 I OPT. CLG. FAN/ ■ / I LIGHT PRE -WIRE I O. BATI i \ INo I IIII I FI' I IIII I ilk i \ ■ I \ \ I WIC ■ I 3 VP I ----- GFI FOYER E t / / / I f L� � I TI I / I ■ ITCH NI OUTLET GFI U.C. DINING I F11 _ _ _ DISP I I , DUAL I GFI a FI \7 ■ I I 1 1 1 1 ILI I I / ■ �F / I I 111'I ■ VERIFY PANEL LOCATION WITH BATH 2 \ J BUILDER r, I I I \ ■ W .H. I I \ OPT. CLG. FAN/ GFI @ 44" AHU / LIGHT PRE -WIRE AFF 1-CAR __GARAGE I I SD FLEX ROOM ■ r ATTIC 1 - f) �ler�fi� -�j ISWIiCH�� I ------------- L----�U / © I ------------ ■ I / II GFI DUAL JACK ph `�If'II I lul / IPII I I I G41111 FI IIII / GARAGE GFI DOOIr R --------- i SD BEDROOM 2 1 I 1 12 IRRIGkTION \ \ OPT. CLG. FAN/ GFI Ca 44" \ * LIGHT PRE -WIRE AFF I G J I I \ I I I I 3h vl` R I N 3 3'' 3' @NkS N 3" 41I 4° PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1500 — ELECTRICAL PLAN SCALE: 1 /4"= V-0" ' �_' CO Q M, Cr tom b O O G U ¢tea°Uj CV O CV 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t, W g v E 0 � O CR o 0o' m co co a) N_ [p M ��V # .'r Q co Itik LL C _! iu�LL W c u- Q. _ W Z W �rn a t �o :3 _ o M�Y, o W02pjO'. Z00 IL m Nz < J Z `-, N OU U) W ❑ ❑ Z N to z 0 Z � Q J — N M z Q)1' �N c� o w V O w g � � y U W J ji TI, U Z5 as U) Y Q 2 0CAD CIO S� cn w co M o Z Q U- Q E o `io ,1 � >� Z " U Qo 0 oO I� C) XCL U az O= a Z Z w o ow� ¢ Z,�� . � N < � <oZ U mo Z - v tig <<w rn z z gZ d a o W U 0 & oLL =3 t- IIIIII o co wa >° a °� yfV > LO C/) co m O O 1 0 L /' t\ r O CO O ai M r \�Cr N 50 W o m QT ~ +J O N N Q O r co LO LO r E CV o Z E y `w E 0 w t1 U J Q 0 -j JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 8 I I I 1 1 1 II 1 1 PI I I I. '-r nl' 1 a 11 "I I I' 1 11 P I I _) I I 11 1'f 11 _-1 c E r 5x50/8" A36 STEEL 1 „ BASE PLATE AlI o M in SECTION A -A a 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-O" SYMMETRICAL 26-8" 27-0" 26-8" 13'-0" 13'-8" 13--0" 14'-0" 14'-0" 12'-8" T-8" 7'-0" T-0" 3'-8" 7'-O" 3'-4" 3'_4" T-O" T-8" 11 N L A AC PAD AC PAD A L N L 1YP AT AC PAD S3 S3 S3 S3 S3 S3 S3 LANAI t F CV 1-- - 2'-6" x 2-0' x 1'-0° w1(3)#5E.W. r wl(3)#5EW. — 7{"x2'6 x1'-0 ■ I I wl (3) #5 E.W. ; \ I w o0 d I I I (2) #5 VER-T CALS M o\\\ O oT " 1 I I WIN FILLED CELL I ■ I / (2) 95 VERTICALS /, I I ^ \ \\ ■ _ (2) #5 VERTICALS ■ I II WIIN FILLED CELL I ,/ I \\ I o0 W/IN FILLED CELL 9 II PVC A/C CHASE VERTICALS 00 (zl#SVERn o0 /, I I \\ E0 WIINALLEDCELL I I 2'-10" 8'-0" Eo 1'-6" I I // I -6" 8-02'-10" 00 1' ' " \\ cD M II // I \\T 3'-O" 8'-0" 2 _0 I — — — — — / ■ ■ r �// I I ■ ■ \\ 312 (— It�— ■ ■ I 1 -j r L- — ROVIDE 1 X" RECESS FOR r EO I I PrROMDE -PROV DE i Y"RECESS FOR I I ib r SGD. REFER TO MASON'S M / \ SGD. REFER TO MASON'S ■ 1,1 RECESS FOR I I I I SLOPE FOR WIDTH S3 I // I I O \\ I S3 SLOPE FOR WIDTH I I - 00 O . REFER TO MASON'S I I PE FOR WDTH3 FP-1 FP-1 CD FP-1 w/ (3) #5 E.W. ■ I I 1 \; A I I I PVC A/C CHASE / - PVC A/C CHASE _ S3 I ( oo in / � / � \ o0 0CD TYP. I o I I `° o \\ I ■ ) I // CM a M \\ FILLED CELLS @ PARTY WALL \ \\ TOBE6'•8'O.C.WAND@ II OIL 0'-0" ELEV. I I I Ch — I �/ Co EACH BEARING WALL LOCATION Co \\\ et I FINCONC.SLIABIlk I I II II _ �el I I FILED CELLS @PARTY 0'-0"ELEV. // I �/ ) I In \\ 0'-0"ELEV. ■ ED TO BE6'.FD.C.MAX AND FIN CONIC. I I 0FINCONC.SLABCl)EACHBEARINGWALL \\ II o0 I ( LOCATION mod° ED ~ \\ I I co CIE, — 00 I � :, \0 II _ _ --= _ I // jI" � � � \ -- " I 1 — 7 // ■ ■ C.J. 76- I I I CORD. N PE=118" — — P YSLOR LESS =' —_� _ — /, G.C. CORDG.C. Ti SLAB OP \\ TI SLAB NV I I 1 r t12'MAX T II I I I 12'-9" , I I \\ /, 1 /?\ I 1 4'-9" co I r, \\ / \\\ PROVIDEI/2"x91/2" I 11 GCT/CSLAB I I �-I r / \ J %/ I L/ ♦ r� RECESS FOR FRT. DOOR I I _ 1 J I // / ELEV. APPROX. 1-112" BELOW F.F. 11 / 1 I ` r _ // I II I r1 I I I o - � J I I I !/ d FILLED CELLS @ PARTY WALL TO BE 5$" O.C. MAX AND @ L J I EACH BEARING WALL \\ I I 1„ hl 1 ♦ ELEV. CAN BE NO MORE THAN 1 1. `�� 8r-24rr it I I I 8 -2a i LOCATION \\\ L ■ // BELOW TOP OF EGRESS DOOR I I I 6'-2� _ !/ — Jl r THRESHOLD. FIELD VERIFY ■ -S3 I I S3 I J L S3 I I /y/ 7-0'x2'-0 xt'-0° — —N �— wl (3) #5 E.W. r 2-6"x2'•6 x1'-T wl (3) #5 7' O" I I llJG — — �� I S3 S3 ■ i- I I I I t I I o 4��T L — — `9 ■ I I 1 1 =7_M :4 M I I 0 N 11 EV Iv F Eo 15, �trr �d 2'-0" I 3' 0„ 2, 1 1r 4r, 1. 10'-10" �? gala 10'-10" I I 15'-104" I I CID /—IT M 15'-104" ) T-0" x 3'-0" x 1' 4" ■ w((4)#SE.W. I - I I I L � W.H. / Li / u — _ _ 3112 I O 1 I — — — — I 312 C.J. — — — (x � 31 ■ FM24 I W.H. / N I I N_\ \ H. X I I „ �7 „ S3 co 2'-74 ( 2 S3 2 7 4 y K I I I io I FM24 s3 _ BUILDER TO I FM24 w I �� PROVID 1/2" x 9 112" ROVIDEIl2" x 9 /2" ■ I I � PROVIDE I RECES FOR FRT. DOOR I I ECESS FOR FR .DOOR I APPLIANCE I N PROTECTION I UILDER TO PROVIDE I BUILDER TO PROVIDE ` APPLIANCE PROTECTION I I p PPLIANCE PROTECTION —? � — Q P WHEN I I HEN REQUIRED PER FB I I WHEN REQUIRED PER FBC `r I I REQUIRED ■ ■ ■ ■ I CV PER FBC I I t12"MAX. / I I I 10MAX, I 10' ■ I I 60 I a I I 00 ELEV. APPROX. 1-1/2"BELOW F.F. I _ w I I I o� ELEV. CAN BE NO MORE THAN 1-112"I `? I r I LJ oo I BELOW TOP OF EGRESS DOOR `r' I I All I� "' I I 00 N THRESHOLD, FIELD VERIFY L — — — L_ — — I —1 co ED 7'-8a' g'_1" 11'-24" I 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ = L 2'-4" 7'-O" 2'-0" 2'-O" T-O" 24" = ELEV. APPROX.1.1/2" BELOW F.F. S3 GL3 I y I ELEV. CAN BE NO MORE THAN 1-112"BELOW ■ I I TOP OF EGRESS K 3 I 4'-0" 11'-4" 11'4" 4'-0"� I THRESHOLD. FIELD VERIFOOR IS3 FP 1 ■ ■ I ( I cD I ( I I °° O CD I I °° I I, — ---� I L — --J L-- -- -J L JA ■ ■ ■ ■ O J.1 4- S3 + J.1 S3 S3 (2) #5 VERTICALS (7) 95 VERTICALS (2) #5 VERTICALS 4'-6" T-0" 4'-6" 01 WAN FILLED CELL WIIN FILLED CELL WIIN FILLED CELL 16'-0" '-2' 8'-0" 1'-10" 1'-6" 8'-0" 1'-10" 15'4" 15'-4" 1'-10" 8'-0" 1'-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" ^y O CD ' r� � C k 1s J, L O t1_ (0 -0 / 'BIZ ULI To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W y t Q a E O CM 8 Jr N N 'm O C { 0� 1 d N N =p coCD # Y/ 0 i• ai 1 .4 '. Lu oLLL.L I a Z 4 <: r m o #tom W « N 2 1­ to a IL °' m w 00 0 N Z Q JF- co ~O N Q = W ❑ ❑ CD 0 0 Z N Z � Q d N V) Z v I' - (� w c� O w s w E U o C W Q 0 �Q I� ti O w CID J y O Z a g � QE o zo oo >� <s =e oa ICU F-' 0 0. O E x0 �0 a z CD N Z. w o ¢o tt Cn c` o� mg 10 oz Z� >Z Z <�z_ 0< Z 0 j0 w � D CCD h ¢ zIa 0 `N j LI C/) u N m o > 0 O M ai T r U N 00 v/ T O T m }� 0 N C N O Q O O T LO In T N o m Z T E iii Z M @ E U v :i CID c 0 n .° Q JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 9 ROOF SHEATHING SEE PLAN DORMER TRUSS- 2 x 4 SPF STUD — WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BOl STL SEE PLAN PLYWOOD SHEATHING - ATTACH PER SCHEDULE tOOF SHEATHING VARIES x 4 SYP. LOCKING AT 16" ).C. WITH (2) - 16d .ND NAILS, TYP. RUSSES, TYP. 2 DORMER DETAIL 0 SCALE: 3/4"=1'-0" TRUSS OR CONN. 1) V A QDC QTI try WALL AT 3P1 AND STUD 1 (o'3 DORMER DETAIL 1\�,iO SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A SEE FOR L-1 ADDITIONAL INFORMATION UNIT 1500 aaQ I I TRUSS (SEE PLAN) AL 9'-4" BOTTOM OF A a< BUCKET EACH TRUSS (2) - 2 x 8 SYP. TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT (2) 2X8 SYP P.T. LEDGER w/ 8 CMU WALL (SEE (2) ROWS OF 1/2" TITEN HD PLAN) STAGGERED @ 24 O.C. w/ 5" 1 SECTION AT LEDGER EMBEDMENT 1 O SCALE: 3/4"=1'-0" a 12" 6" 6" � 6„ 't O.C. MA STAGGERED ELEVATION A -A UNIT 1397 GIRDER TRUSS (2) TITEN HD EACH SIDE OF GIRDER & @ END OF LEDGER SYMMETRICAL 46, 1& SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES CUSS TO DGER SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN SCALE: 3/16"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -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/ T2TfM SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (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 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION (4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r f\° HIP -35.94 -49.57 -49.57 -49.57 ° 10 j GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 -78.58 — ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: Y16" EXP. 1 (2%6) or lV/32" EXP. 1 (33�16) TILE: 1%2' EXP. 1 (37'6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g' x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/3z', SHEATHING SHALL BE FASTENED w , WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS * + a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 0) .r O N CD C') Lo - -- ,- U - C� C C. / - t`J C. v N C S 0 LO -0 Uj :I. i. r `, .. cw t �w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F Q o E O N 0 00 °' N °° J Q J fL , O Z 13 W —Lirn o m C w W Co o � `0�co W m Z 00 U� (� 0 Z d J M 0 Z N 0 o _ W ❑❑ U z N C) O z N � Q � z (D = �N 0 j� �+ CQ w m ° U O V) � LLJ C 1 U a pE L 8 I I rz Q 0 O Mm w ('% p ZZZ Q � c E oo Z a� O E v wF aO z® o0 t— C _ K OU V O 0 O Q Z O N @ d H 0 ao a Z -Z a� p a� m0 o U:)C �Y oLL z QCJ J m aro 'a u �z 2 ?: ode .5 0 C,3 w� �� W �. Q a w >°_ o O V' Z¢ a r- 0U� C N C Vf Sri co O O \ 0 LC') rl- r T O Co C)O Q M t r C U N 60 U) ° T O T m Q ~' N CEO c) co 04 O Q O O CO r Li LO r r CV o m T y z z E a= w n- 0 Q o = CD JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 10 a 3 yp ZONE-1 ATTIC SPACE 1072 SQ. FT. G9� w 6�.,2s�OPE LU `D RIDGE g 0 v I� 0 JP I I I i I w g �`� I I 4 I I 41 I w 0 -n. Cn I I I Uj G 6:12 SLOPE L----- — — — — — Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (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% 1/150 Rule Ridge o No Upper Ventilators 300 Rule Off -Ridge but no more than 50 /o of the required ventilation is provided in the upper portion of ( pp T(Must Provide Vent Amt Amt. e Upper Ventilators) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (measured vertically) below the ridge or highest point of the space, with the Total balance of the required ventilation provided by eave or cornice vents. Ventilation -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ATTIC Provided (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. IN. of of vented IN. of SIN. of of ventilation to Ventilators ventilation • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. IN. of soffit ventilation vented be provided Ventilation tilation VentiSQ.lation tilation (See Elev) • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SO. FT. required soffit by upper needed required *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed I ventilators 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 Deck -Air Needed) Main 0.0 2.0 Floor 1070 1027 147 514 37 257 276.0 (Zone 1) i 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 2 Z T6F FP-1 FP-1 FP-1 2 6FP-1 FP 1 FP-1 FP-1 FP-1 FP 1 P-1 FP-1 FP-1� ZONE-2 ATTIC SPACE 992 SQ. FT. FP-1 ZONE-2 ATTIC SPACE 996 SQ, FT. ZONE-2 ATTIC SPACE 997 SQ. FT. ZONE-2 ATTIC SPACE 994 SQ. FT. K FIRIE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD RETARDANT PLYWOOD FIRE RETARDANT PLYW LOCATION, \TION. LOCATION. 4'-0" ROOF VENT 4A" ROOF VENT 0 RIDGE I w I I � I I I I I 6+pE 6:12 SLOPE' I I I I L--- ---J 4'-0" ROOF VENT 4'-0" ROOF VENT 0 0 RIDGE I I ILU � I I I I I I 6� .12 SLOPE 6:12 SLOPE' I I I L t I I w "-4 a O CD 6:12� SLOPE FP 1 FP-1 I �Q I I w 2 I o FP-1 T CAD I I L4 4'4' ROOF VENT 4'-0" ROOF VENT edo, 00or 4'-0" ROOF VENT 4A" ROOF VENT 0 0 0 0 RIDGE RIDGE GOOF �t� G I w I I w I I I I 921 I I I I I I I I I 6:12� SLOPE 6:12 SLOPE 7 I I 6:12� SLOPE 6:12 SLOPE I I I I L t L I I I I 0 0 CO cG 6:12 SLOPE 7 1 1 'yo I FP-1 FP-1 I �Q w oCn 2 FP-1 I I 11 A�II `i 4'-0" 4'-0" I, L L 4'-0" 4'-0" � 4'-0" 4'-0" 4'-0" 4'-0" UNIT 1500 � UNIT 1397 UNIT 1397 UNIT 1397 UNIT 1397 41 ZONE-1 I ATTIC SPACE I 1070 SQ. FT. I I �, Lu z rl 6:12 SLOPE O U_ —� RIDGE w G o I I I I I I w Z v w 0 N UjI 6:12� SLOPE I — — — — — — — — — — J 1 1 '-1 FP-1 2 UNIT 1500 FP-1 ROOF PLAN SCALE: 3/8"=1'-0" Q o IN A- A- : QC` 1, f J '^✓ z-_ C, ` N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 11,_ 'q E ci 0 0 � cc °K 0 rnr--ti� N O� 252s � LL W J LL > a W m c � <n O l6 N Wr02M of Z J CO N M Z QLL Z < OU W ❑ ❑ V M � 0 z Q � a J o_ r z �-1 _o 4-1 m U 0 t/1 w oo c « Nss r U u, m � L z .. pdp�� U O N 0 N O f� CD ¢ W z co M w o LL_ 2 E > N o® ¢=7O E Q wKwo ❑ O ¢ oaZzZ OC) O oa oZa w co C 6p OV m� o zz< Q � J � � <w E o Cl) y ¢ oa zz a0 a� W 4 w o w a .0 x p d �I¢ 2 UU 0 `N >L CID ui rn o 0 L J AAWWL�' - 0 O M CID d �✓ CT U T 60 T— U) m o Q O N N 04 Q O 04 L Cf� N T Lo J T'7 m O z E E -D m C d U Q O JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 10.1 1 I I I I I I - - L A. H A _ I I 1 I q I GENERAL CONCRETE LINTEL SCHEDULE • +• SYMMETRICAL O • • • • • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 81781B/1T 8F8-06/1T TYPE DESIGNATION #5REBAR ATTOP E O N .0 ' •' MIN. (1) REO'D -c • • • ' • F =FILLED WITH ° vz" ce) GROUT �'- / U = UNFILLED d CGJ 8RF14-1 B/1T 8RF14-0B/1T R = RECESSED LEAR 4' A " � � • � © O CITY. OF #5 ° ° = c ': • . REBAR @ BOTTOM N - ,Z ZOF LINTEL CAVITY J d M.u. ; Zy .;•r . . . j 2 °° G! az O ' y 8F 16-i'B/1 T ° ° MS25 O O 1 z G GROUT ,, r r, � ,, •' ,, to a • _. •••, • • I NOMINAL. QUANTITY OF t ° 5 REBAR AT ` • • • • • • • • , • WIDTH #5 REBAR AT ° BOTTOM OF _ U - TOP o LINTEL CAVITY J, O 0 8F20-OB/1T 8F20-1B/1T8F16-OB/1T 8F16-1B/1T NOMINAL- OTTOM c6 O 0 HEIGHT REINFORCING 0- 4- HEIGHT © © O © 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL H i • .•.• : i ; � r : �, (VARIES) I % • ' % ' MATERIALS 1. fc precast lintels = 3500 psi. • • ' ' ' ' •! ' • ` ' 2. fc prestressed lintels = 6000 psi. $RF6-OB/1 TLI 3. grouted per ASTM C476 fg = 3000 psi w/ . r L , ; . 4. maximum 3/8" aggregate and 8" to 11" slump. _ 5. Concrete masonry units (CMU) per ASTM C90 w/ O I F © ' 'I minimum net area compressive strength = 1900 psi. • • ' ;; • , 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade C14 ;�• 7. 270 low relaxation. '. • '. • 7/32 wire per ASTM A510. \ ` ' • • • % ;' 8. Mortar per ASTM C270 type M or S. cJ 8F20-1B-2T • ` ,�' '= *' �-% • • • • • • GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. ' © 8RF22-1B/1T 8F24-OB/1T 8F24-1B/1T • = • % • • 2, Shore filled lintels as required. ` 1 �' • ��, ° ,, • •�, ••• �,•� © O O 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 H vertical cell reinforcing and grouting. O 0 •�. • ; `' �' ::0 , 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and a' • • ' • ; longer with a nominal height of 8" meet or exceed U180. ~ .' ; • : • '• . . , 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. _ 3 ' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete • masonry units. FP-1 �', ; • , . , • • , • • ' , • • '. ' • ' , • , . ' , . , 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 coT 3 F- ' ; , ; ; • ; 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 r • • ' a coating of stucco applied in accordance with ASTM C-926 or other approved FP-1 coating. LL _ O •• ; �'• ; , �'• ; ; �'� ; • �', ; : , ; :`� • ; ILI 12. All lintel dimensions shown are "overall" lintel lengths. 00 CO .• ;'• ; ;'• ; ',', ; ;', : , . 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 3 • • • • loads shoud be checked for combine loading with the following equation: r To the best of the Engineer's knowledge, information and belief, • , L . : .,, ' , • Applied vertical load Applied horizontal load OQj FP-1 the structural plans and specifications contained within these ` •' • Safe vertical load +Safe horizontal load < 0 �\ drawings comply with the 2020 Florida Building Code - :.� J101- L , �� Residential 7th Edition. Engineers signature and seal is only for , r• the sWctural engineering portions of the drawing pages bea ng I r ` • Engineers signature and seal. a,. W v E 81F44113/1T8F4006/1T 8RF40OB/1T 8F321B/1T 8F320B/1T 8RF301B/1T 81F28OB/1T 81F281B/1T � a N �d ?3 N O - - - V �.' C N OrD J 0 N O # LL JLLLL I w a ALTERNATE POWERS LINTEL PLAN NOTES: 13 _ STEEL LINTEL Z a 1. THIS PLAN IS TO BE USED FOR STRUCTURAL W ~ ro � 1 00 Oo W om�� o INFORMATION ONLY. N co Q M o r� ~ W o m J LL':t::. Z oo co Z Q #S .(1)RE AT TOP 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE MIN.(1)REO'D 1-1/2"CLEAR Z U v vvi TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H 3. THE NUMBER OF COURSES OF MASONRY REQUIRED O BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z w z �� dLu C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS 1 0 4. THE CONTRACTOR IS RESPONSIBLE FOR _ _ a) J - .U)om wwo _° W J COORDINATING THE PROPER LINTEL HEIGHT. _ I (111110z �r3� Co O N oLO°? 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM `�' v `� 0 c1) �4--, a: W <0<1 DEPTH REQUIRED FOR THE DESIGN LOADS. THE `'' w _ri 5 REBAR AT BOTTOM U O �QOQ AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR _ •o NLL 00 C g 4- U) PROPER LINTEL HEIGHT,G.C. COORDINATE. 16 GAUGE POWERS N = III STEEL BOXED LINTEL C� POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE -A (no -o 1. Refer to manufacturer's specifications for installation. o o 4 I, 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS O O O O Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION cfl = 4. Lintel depth to match precast depth. One #5 Bar required at top M Z see lintel plan/details for bottom steel required. 0 U_ z ¢ Z � � Ll g ry 5. A bonding agent must be applied to the Steel Box lintels prior to 0 _ _ 0 a, R o <'M applying the cementitiuos coating. See contractor specifications O ~ o < LL , E: U <o Cfl CO C o 0 Z op O 8 az 2" DIA. PIN #3 SHEAR REINFORCING oN m <o wW =' L < o 0 @ 16" O.C. x °" < 0 K.O. BLOCK COURSE H H H Z `Cn Cn Z `<W O 00 w/(2)-#5 TOP, MIN (SOLID O O LLOg -Z o GROUT G MIN. MIN. MIN. I W c; a. �- CM ) ,� r Mill o w ¢ Flo T (2) #5 REBAR @ BOTTOM OF LINTEL CAVITY � =l¢ 03 UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL N N PRECAST LINTEL UNIT ' Li') co BY MANUF. o 0 ILn � T � T O � O AS25 LINTEL W/ SHEAR REINF. M N Cr r N.T.s. REV 05.02.22 CAB LINTEL PLAN � '4_0 m C) Q4-4 r SCALE: 3/16"=1'-O" CN 0 CD Q 04 O 04 0)b C� LO f i» N o E E r y Z z E m m E 8 -o � c a 0 � ¢ 0 JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. L 1 1 FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAPUULC-S10'I Certified for Canada See General Information for Fire -resistance Ratings - ANSULIL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - C'AN/LILC-S101 17ertified for Canada Design Criteria and Allowable Variances Design No. U905 June 10, 2019 Bearing Wall Rating - 2 HP, Nonbearing Wall Rating - 2 HR FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSl/IJL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fe Resistance Ratings _ LA�/LL, � 1t1Certified for Canada ada Design Criteria and Allowable Variances Design No. U301 September 17, 2019 Bearing Nall Rating - 2 Hr. Finish Rating - 66 Min. This design was evaluated using a load design method other than the Limit States Design This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or Design Method, such as Canada, a load restriction factor shall be used- See Guide BXUV or BXUV? BXUV? Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. l �' , f - o ' : , ' ; ► ;' "; I ' , t Y. ltl i L . -1 I 7.518- MIN. *yyl hocizrantci section 1. Concrete Blocks* - Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 318 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-112 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* - (Ci ptional-Nat Shown) - 1-1J2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "O 2019 UL LLC". UL and the UL logo are trademarks of UL LLC @ 2019 All Rights Reserved. GA FILE NO. AS111irt 1002 FROF RI ETARY ` 2 HO LI ft 61 to 114 STO FIRE Sall ND GYPSLIIIA PAmrL P R oucT$, mr- L 14 STU DS T.%Yi J4TL'-• 1' n 2(-' 'J CI J- aj •; Je X aa,'J,J •II JJ'It vt4, xd JC:.kGt'I ' aa- J'IL1 M- -rj 'J'1'It-•�w.'t'.iJL' i ,.JCI x1.1AX1L•I JIJoa-ril. as ,a. -I .1l'J'I1 J ',:um "Il ls. :JL "tia -i.J •IC:{i rid .A.acy--1. . J'n'1g :JP,-id{51.W 7. d„rvx wn, '•I'siL' C'1:. i" J-ra a--U L' .a a -I J''iJJ{7L. .'K 'm ou111JU'IG'1.'.JL' {7U X.YW 'A'.'1_133' :\'..da 1.1..Lrn,a''.1 x- X!q •l:.J'ti wu :XU-d U' _ - - - - - _ s U "iV :.:je_- X g :lo-J•II -.%u JUJ xr ,c-ur ' J.AJc'IL'd rG .'R7 x..t+Lf UJ•II WWI 1:�e. ,:aCl J'ICI:V..l `�'2 A'f '�.J{I '.A'J •JWCI ',\' .'I `.1' Y'�1 x%,'J }J'i! :�J :MCW.7r.l {Slc'I L de{I • x:" '1`.. Jd t,1J{%: a•I Ja: I Yt�L"1. - - _ PROKILTARY GY`PSLiMA PANEL PROD LICT I '{ 'Cam -go �Jc'{ .-J ;.0 - -v-- V i I r Icc le:'sc Z':1 :--u: 11Aly :3 ii'r3: --aTL-­ : 'Al I &95 1293.1t to 9e rr.5 •1 120 04: :'Y II e-95 129.5.3 15 95: 'ski 1105 074 $c 07 ee_ 1 20 & 3 )3: J-12'r, Oe`410011-3, a 1.0 0t-.J- _-esg•I J31:3 -9ei i-Id Te-- :m,, s1 a'1 'IA- T-39 333. 1110]9 " Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. -- - I6l1 O.C. 16" D. c. i 1. Nailheads - Exposed or covered with joint compound 2. Joints - Exposed joints covered with joint compound and paper tape_ Joint compound anal paper tape may be omitted when square edge boards are used. As cram neaps. 4. Gypsum Board - 518 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-718 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints.in face layers staggered with joints in base: layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating: 2 hours 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. 2. Gypsum Board: Metal covered using 6-in, (152 mm) wide Y4-in. (123 mm) DensArmor Plus Fireguard C Interior Panels or YS-in, (12.7 mm) Tough Rock Fireguard C gypsum board. 3. Steel Studs: W shaped Studs, 1-1/2-in, (381 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in. thick galvanized steel. Cut to length!6-in. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o,c. �t.1�■t.1;=EE,mot p O 1. CONCRETE BLOCKS' - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3.1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) - 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. H-STUD WOOD TRUSS 1" DENSGLASS ULTRA SHAFT LINER 3/4" MIN. AIR SPACE 'ATTIC DETAIL - ADJACENT TO TRUSSES OPT. 6" WIDE BOARD BATTEN GA ASW 1002 SCALE: 3/4"=V-0" STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END 30 LB FELT (SHINGLES) INSTALLATION FIRE RESISTANT OSB 7/16" PRE-ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE TRUSSES AT 24" O.C. MAX, RUNNER TO SHEATHINGL OF WALL NOT STAGGERED SEE FRAMING PLAN FOR ABOVE AT EACH SIDE OVER PARTY WALL TRUSS DESIGN 20 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN :H ADJACENT PAIRS OF GYP. PANELS. EXTEND BURN CLIPS PER FIRE WALL MFG. SPECIFICATIONS 2" FLOOR RUNNER W/ 2" FLOORRUNNER R301NSUL. MIN. NAILED INTO 2x4 LEDGER ONLY x 1 AT EACH SIDE OF STEEL "H" TAPCONS AT 16" O.C. STUD. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE (1) LAYER 1/2" HIGH STRENGTH OR 5!8" GYP. WB. w/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES SIMPSON RBC @ 36" O.C. w/ (6) 10dxl 1/2" NAILS INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4"x2 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRIING STRIP INSTALLATION (TYP. ON BOTH G=FACES OF WALL) NOTES: 1. SEPARATION WALL IN THE 1x P.T. NAILER INSTALLED AFTER INSTALLING ROOF SYSTEM PROVIDES RBC'S 2-HRS. PROTECTION PER 12"x12"x8" CONC. KNOCKOUT BLK. w/ (1) #5 GA ASW 1002. ROD CONT. FILLED w/ GROUT 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 m (1) #5 VERT. IN FILLED CELLS (SEE I R-3 MIN. INSUL, PER FBC FOUNDATION PLAN FOR LOCATIONS) r7l/2" GYP. WB. 12" CONC. BLOCK (TYP.) PER UL905 TYP. "S" MORTAR (TYP.) 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) FIN. FUR. CLEANED COMPACTED & TERMITE TREATED FILL ; V-8" x T-8" CONC. FTG. I V-W FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. rT TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE: 112"=l'-0" PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE (2) LAYERS - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE FIRE CAULK EDGES AT EACH SIDE /- TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. -0 (1) Cn . -,• 1 r O Z .. r 14 C2 - -0 O O > ► L6 �- � ? LU �N . i N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a Qr pE p N (J o n N �' 0 y .000 N �r,-r_ Q 0- ce) V u V - LL aW Z 13 LU NtpitEt o W W:3 °Q'O n4 Z � Co � Q J 0 N Z Q M Z N J Q O O L) W ❑❑ M � Z � � 0 00 CO Z N z o Q J V) N M z Q) C7 0 Ow S IN 8 ♦♦ U �5 •' W J t" p U o' N c � Q o �0 N Il0 Q M W M z ¢ o Si Z _! U_ 2 E oo� wz � z® oa i- XO Um 0 0�< O¢ ZZ- a< z C ot Z Q W � mO g¢m O w JcQ Q) �n 3 Fw 02 no ° W Q wLL a mw C oZ Z =3 F MillCDw< co J >O a za o 0 > Lr) co N rn O O \ 0 L O is 0 ai M � •- CT N ao U) r O r� m Q _ � O N N Q� b CA c.6 w CV T Ln T E j i- rri o Z Z E v m c M a o U J Q 0 c JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. FP-1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. T GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIEDVERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Y2" Y44" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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/sprinklersysterns including all risers and spray heads shall not be installed within T-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior sotf treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AInTC GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O t� C' ( ) Cn -C > ✓ •- Cl, CL k' .0 cz _t \3✓ Q � J C7 7. ! L f O j Cb © LL w+- N 0 r N - 264 a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4c a v E O M f; O N p Q a0'D 6) N a # Co LL C LL J 0- J LL �- , a V _ 13 w - o l _- IX w 'o ] M N t0 1-- W (b m W UMZCC)ZQJ k` 3 N o <0 o M �- z N M z r_ a V) M z a v a--+ U 0 w o V'1 V� c N _ ~ � fn (a U W J { JOI �- _+ U 6 °0' • C , ID d ¢ o cfl J Z w Z U_ LL n E 0 w o w� >c <� tco CL O4 OZ Z O az o az w �mg0 inx v U2 ±m of Z _ C,)J wee aw E<n rry > ¢ Z Z O O 3 �� a �Z W CD cCD�t w¢ '0 `=a o3 0 `N >LO � rn O \ C:) 0 LO co O Qi M � r �i Cr U N T 00 U) o O r m Q Z 0� (00 N a CD b j O C O LO r- E E N Z cc z T E iri y `m E d U J Q o J JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. SIN -1 1 - IL__ I 1 11 1 1 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II III I I' . II} .I. I--�. .j f 16G.Ax1-1\2" LONG (3/4"-1" CROWN) I''I' 8' t11 b STAPLES @ 6" O.C. VERT BETWEEN I I MAX —'I` t.l L. 1. I ... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I l HOME H C G GARAGE SIDE O O O 5'-0" 0- '0 0 STUB -OUT FOR 1'-O" 0 9 0 LO GAS METER O - � U O o CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-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. T-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/el 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 1-118" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELLS STD, 90° HOOK r- BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. �GIRDERTRUSS j STD. 90° CONT. #5 BCONT. #5AR I HOOK BAR I 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8"D THRU BOLT U BOND BEAM STEP 2 X B.U.0 waa SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR77� — SHEATHINGPERPLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGlrJI UPLIFT VALUE MASONRY WALL OR IS BASED ON ' \ INTERIOR BRG. WALL S.P.F. TJI PER PLAN \ OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF ' STUDS p ° above to bearing below. I SECOND H10A SECTION @ INT. BRG. WALL I ° ° e° \ SIMPSON H10A (WHEN DOUBLE JOIST CONSTRo REQUIRED) w! (18)10d x 1 1!2" N.T.S. ` (Not required if both load�' ` NAILS Filler bl1/8"min. )Smallgap 2"min• UPLIFT= 1015#18„gap 2' max. ax Fastener TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A 4" m .Joi VSerSes De t�End I otntermediaa f� ® 9-1/2" 2-8d 2-ad INSTALLATION INSTALLATION Y -- BCI 5000s l 11-7/8" 2-8d 3-8d -- L 1 824 d 5-8d Clinch nails 9-1/2" 2-8d 2-8d when `� � BCI6000s®'�_11-7/8" 2-8d 3-8d possible / \ BCI 6500s®� 14" 2-8d 5-8d 4" MIN. EMBEDMENT /I - 16" 2-8d 6-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 77 11-7/8 2-8d _ 3-8d _ oo SIZE AND QUANTITY web -flange connection. ___ 8 14` 2-8dd 5-8d ' Tight I � BCI 60s -_ o OF FASTENERS 2) Block solid between joists for full length of span. g 16" 2-8d 6-8d C o 3) Leave 1/8' gap between top of filler blocking and bottom of top flange. 11-7/8 3-16d 3-16d : o 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16d 5-16d o 0 4 Place joists together and nail from i with 2 r it I og a o each side vn rows of 10d nails 4�� / max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16" 6-16d 6-16d— -.-- — --- -- -- - OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floorcolumn 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 code for appropriate 1116" details in One 10d box 1--or--20 areas=20 of high sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or / Glulam Beam (D —� NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —\ DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 10d nails SECTION "INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D L. (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J beam below Load bearing wall must stack over blocking and wall or beam below.* — — -- l Joist F-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — Zo co 6" A %" ROUND HOLE MAY 6" 6';'DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 % 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —III=1 11=1 11=1 I I— —I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• c . • a . \\ FOUNDATION INFO ` ° 9 ���I •`' �� C%Tr11A r-^1 IAIMATIPIAI Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. J 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web sbffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements f 0.6 X Joist ° ✓✓ ° depth _--✓--�_ I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a er 1: (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION r d ° -1 I —III—� _II �—I PLUMBING LINE PVC OR SCH40 SLEEVE ° a �— I ICI I ;III. Ti l l "=-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION IrPVC OR SCH40 SLEEVE —PLUMBING LINE 4 �- c z �° •. d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE °. c Al T I- ' I I SEE FND, PLN. SIZE & REINF. Q1en r i ♦ 0 C2 0 I.d � 4 L U ' JCL 0W •� 4 {y��• tea. .a J n ra• 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 v E g0 C W N °D M 0 25 # t u, LL 2 u. ,L t0 L.0 35 J W Y q o O: •@ N 0 �c W 05 � rn m w Z N Z Q N ZOU 0 z N z i ¢ a n M IN z � o }, f6 w W � U O u, o U'l �C� airs U w a�7 ~ J E m g i . _ ,; U o c U) ¢ Y • Q N m 9 a w M z s o Z z E �o >9 a R Q ao F'0 ?® oa I-- C o <a°a � Q°U z O N Qz °o WZ ILI L B Cy . ¢� y U mg O Orr z H z m < Q W g to p z z° a ° W �� v 3 LL ire N 1 _� a� �� i3 J ca YO O a CV yCn > rn m cc 0 O LO r T O O 0)CO Qi r Cr Cy 60 C o r CIO Q O C% CV Q N O O N Lin C.0 NLID r 0 E fe Z T N E a E v a3 U � Q p c JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY t.y�. ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) TYP') VARIES INSU V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ / / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--1 (R302.1 1) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM =L=� II I �I m . I I—�—I I I- �- 1-III=1 I� b I I �I � 1=1 11= r D7158-CLASS G or H, or ASTM I - • I-IT�� P 1=1 — D3161-CLASS F, IN - ACCORDANCE w/ TABLE- iLr R905.2.6.1, FLORIDA BUILDING =T� II��I II II II CODE 7TH EDITION (2020) _I-1 r I' ' I RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV, VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 C NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CN ' T- - \ ° ° \ • I - Z 002 Cl) P _ 00 6 MIL VAPOR I > _ - BARRIER _z 04 COMP. SOIL. ° (COMPACTED TO 95%TFEi MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" Q3") OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-\ GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I I GARAGE DEPTH VARIES I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR —44 (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS P.T. PLATE TYP. ASSUMED ASSUMED FINISHED '1 n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 NOTE: - *FOR BEARING WALL T W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION 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 — — _ — = a • I�t ICI—Ir I - _ _ _ (1) #5 REBAR w/ OPT. =1 I i= 11=SGREj�N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND — 14 O.H.D. RECESS M � .. ?l \-A CV r • • V) d.'• r et T� e., 4 0o e I SEE A/S3 OR J/S6--I i-I1I- I I, I I LL 17 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " 1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR %" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)11 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. ) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 wJ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL 2x P.T. BOTTOM PLATE 6 W1.4 x W1.4 A.F.F T C @ 24" O.C.) WWF OR FIBERMESH /6x ATTACHMENTS //2rr �� WWF OR FIBERMESH ELEV. -0'-31/2" z �31/2" MIN. > �31/2" MIN. > b U A.F.F. p u.. N ° -�31/2"(min.)-4"11/2"(min. )-4° - o ° 00 G •' 31/2"(min.)- 4" —►Iil I :I r00 _ - — III 31/2"(min.) I &rjT Ii -I I 1 — (2) #5 CONT. 4" 1 4„ 8„ (2) #5 CONT. 4" 8" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'4° S3 eos SHEAR WALL REQUIRES 2x BLOCKING@ SEAMS. 2x STUDS @ 16" O/C \ �N��tV v9 jwo INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 FIOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS _z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. F740kkssii,FINISH GRADE w (GRADE 60 MIN. F 25" MIN. LAP [30"MIN. LAP] 6 MIL VAPOR BARRIER . o. \ ° . I I - - 00 R 1 7/8" -� _ r #5 REINFORCING BAR 0S I AP API IrF: II _ COMP. SOIL. (COMPACTED TO MODIFIED PROCTOR ASTM D1557 4" V-4"� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2rr 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR • .. .. 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- CVCl) 6 MIL - BARRIER =rT1 ' II 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w n U Uj (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 11 (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 26011 6x6W1.4xW1.4 N WWF OR FIBERMESH D 1T�Tfi=TTT� o r- (TYP.) 8" V-4" 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT ("'G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO - d . TOP OF BEAM & LAYOUT DESIGN- HTS20 SEE ROOF PLAN FOR STRUCTURAL d c — — - — a " e e d I I- TT T r rl I't ^ `' (2) TTT I BEAM SIZE & r ' a r I CONNECTION INFO M ° I: T �L1TG 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 R� - 8" CIOSCHEDULE z ATTACHED PER NAILING FOR REINF. INFO. OPTION #•I a SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION r� w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE: 3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR _ w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD - -INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. cQ ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS oO g GRADE �j E > FILLED SOLID (SEE PLAN FOR -j 6 x 6 W1.4 x W1.4 ,`i; SIZE AND REINFORCEMENT) c�% • WWF OR FIBERMESH M C a w v BRICK PAVERS or SLAB PER O o U)_ ' • • • -- _ z a a -0" FIN. FLR. SPECS U_0' `' Cr (jj—iIT=TT�TTT TTT=TTT - _ - - - _ -COMMUNITY IL FOOTING � _ITT r BEYOND ' ti .r .. ' : • PAD REINFORCEMENT 3" MIN. CLEARANCE V AA :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .w .. r ,•. CONC. PAD INFO. SEE SCHEDULE rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N S 3 SCALE: 3/4' = 1'-0" SCALE: N.T.S. S3 O C Cn C, LO " y c 1 s= O U , CV 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. 1 z f!y ci N O m 0 r` Q c� LL w 0 3 LL d 5 z_ m IS °' a -. > f6 N O _ 00 0 WCl) ��°_jO' $ m w z0 IL N Z Q I^ N OU o z CD Z N M o CO z N z o � J r N z C7 0 LL ,� l T f0 w � U OL. s f) 2 Van U Lu�E �r. — _ $ , ' = r U ) c • O co J w M o3 z z o_ E o g QO Z® oa Fco CL Zas Itoz o� <=Iz <o w� L n7 �c¢az z O 'r U wm m 0 Z Z J < ° QW z Cn z O a3Z W C:3 � V zla aF_ 0 3 2N 0 .L > Li) (/0 a; m o > 0 _LO T O Q CV 00 T U) ° m O Q 2 04 C .Q 04 O Q � 0 N L0 T 3 T_ ui a Z Z C a () ° ¢ Co JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. S3 (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" I I SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK -- ❑I / STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING W2x (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" vARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ` SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO��,< TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT�h 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF 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 DOOR OPENING DOOR OPENING EXTERIOR ❑ 11-11 WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FIJI ❑ 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a a a a g" STD. WHOOK g" LINTEL BEAM W/ (1) 95 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. ZU 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J -_ <WWT 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR --TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 101, 31/2"- SFFp 00`Y �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 GARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4- (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,4 { SIMPSON HTT4 TYP. Op U.N.Q. SEE N/S4 ** C HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD ri RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD ? a 2x TOP PLATE `n V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAiN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL Y 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 % 111� NAILS TOTAL) EA. SIDE OF ° �46,,,SPLICE STAGGERED f-10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON n .G P.T. ATE olmrovry or4 SP2 SIMPSON 10f 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 Pr TE SIMPSON SIMPSON SP4 SP2 --i 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 1 " 2X8 P.T. BOTTOM -' PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" l%GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" �OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE F 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" Q.C. MASONRY WALL Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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) ISHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. G � C''. �) C" ca..� C= -c•- C. C l <. > J y >, 3_0 r -C: O O o C)LU To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a aE O M ' O N N rT _ a� V ?` N Q �M ov a u -j LL uj (� Z U a w —ern rL L N � W w o W 0wo 5 Z 5: LL o < J � MZ . - In N - OU OQ Z (D �93- a 93 - z $ zo Q C, J a � z MlC1 ra N � m V 0Q) ,, g Y VV) yy U fY 'i F_ J 8 = r 8 _''.. Y -0 m Sr o �w 1% M 0 o Z --1 s? E E OV o o oz >� a� ="e Da _C1 K O a Q DU z of ccO 1wz a i wo ¢D aw mi � i_y z o Ztt z v CIN� J ab f Z G 0 N d �I wZ av �w W aLL z 3 o to w¢ >O a �3 za 0 `N >LO CID a� m O O \ 0 L I� T O rn to O ¢i M � •— CV 00 U) 0 O r m Q � N (r— r., N Q r 0)O Cfl II N LO I— 0 m z E E GO) ai cc c a 0 _j Q o � JOB NO : 22-03326-03321 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL­'/2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & TOE NAILS @ .� @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) . EN EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12"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. 2x4 BLOCKING 2x4 "T" BLOCKING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL AND FASTENERS. (MIN. FIRST 4 BAYS) "L" BRACE MAX 9„ ATTACHED W/ UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9„ 10d NAILS @ 4" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, O.C. TYPICAL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 GABLE TRUSS WE DETAIL DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO -� MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" 4" O/C TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" m PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 1Odx1 112" 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 SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ ill 1/ (2) 16d NAILS WOOD TRUSSES co 2"x4"CROSS BRACE APPROX. 8" FROM 2 4 RAT RUN BRACING "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 x 1 1 211 1 1 211 RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 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 W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2" OR EQUAL ) FIRST 4 ROWS OF () ' ED ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ... .., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. \R J\�R:1��1�L\► J GABLE END BRACING DETAIL 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 1Od x 0.131" ►ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 "T" ON TOP OF PANEL-r BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT � MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z � a BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"xl 1/2" SDS^^ ^ IiVIY I. ULIYIIIIYII -- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 'jIMl`SUN 6r2 wf 112) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc 0 a ✓9 O� Y CORNER JACK uJ Z Iz O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 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" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w w ---- 0 o CD v O 4 O W o — — — = m C:)Cal 9i 0 Q ---- O LU (� w a �> NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION O C" LO � Z L y -. O O f 1- ul 0LLI t; �. .. N , N 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. W a d E 0 s y 0 W S' N r 0y�� 44 di 4 13L in J co2 u LL N 5 J = � 52 LL tL J LL j a w — -o o_ x Z f0 C u` Y9 O � U) 1a . m Z LLW J 00 u7 M Z ¢ Z N do U U W ❑ ❑ z N z � N z o � o Q Q J Ln U o 4-1(D ro u, w m oz O ]k w o C Y �N U0; w ® 8 d U • �0 N tM � 3 ri 03 a �� V �o LL w� <� r' �® oa (6 7t X Q UO 0U �z z� o � o ti <= a= ww N ao ¢ 000�N 2p w abZ¢oZ <E �fl. aU0z- In w W a U � r J o CO V �zla 'a Ov � C `N N >Ln rn O \ O 0 _L co O M N 00 U) m C:) r Q •1--i O r- N N O �i T_ CO L0 'r7 m T N a Z Z r E iri m co c Co E N 'a ai 'a c c d U J J JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. (11x4 .T. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 E r 1x4 P.T. 3/16"0 X 3" LONG E FURRING 3-1/4" LONG X 3/16 0 L FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & . 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" 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. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1 /2" TAPCON @ 16" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FU FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. A z REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN, EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT'�_ SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 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 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 11 1/4" MAX EMBEDMENT INTO K.) it 2'-0„ 8" 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 T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL BTWN. OSB ARCH FACES W/ (4)10d NAILS THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 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 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (I FIE IL tl -5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 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'Y? 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 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 CONT (MATCH TRUSS DEPTH —� NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS �— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦♦♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. ATTACHED WALL SHEATHING TO #5 REBAR (TYP,) ♦♦ 4* 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" tR ♦♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ♦ �� 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d ��. @ TOP & BTTM CHORD, AND (8) YP.) .♦♦ FACE NAILS 10d @ TRUSS VERT. WEB L]l 17 24- METAL SEAT PLATE NOTE: IE7 LAP SHEATHING TO BOTTOM OF BAND �'' ♦♦♦ ' JOIST TYPICAL 10 SIMPSON HGAMIOKTA @ 12" O.C. ♦♦ +2„ NOTCFAy�6 @ FIRST COURSE ♦ - � �� w! (4) 1/4x1 1/2"SDS SCREWS �♦ ��.'' INTO BAND JOIST & (4) 1/4"x2 3/4" fHE TITEN INTO K.O. BLOCK :S .♦♦♦♦ FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —�— j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER 1 DIA. @ 24" O.C. NOTE 2 BELOW—)--Y--L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO IT22x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN i - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S F01 SCALE: 3/4" = 1'-0" (*") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2X O�Fiq/yA *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 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 REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.PRESS SEALANT Fff4 PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWELREINFORCING SMOOTH. DO NO FURROW. PANEL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 o " REMAIN FREE OF MORTAR. _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T 0 t, 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. 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. + `' `FNGTH + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR — SEE LINTEL— / SCHED. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT J ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4' _0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF CHFFT n9 Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1)- 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 311 - . FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' •e OVERHAN ; a. a: RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" F-0" INISH FLOQR ° ° ► .. #5 BAR p' ° CENTERED W/ g 4 > ..' 41 ° s H IN TOP o a KNOCKOUT/ C14 ° CHAIR BLOCK MONO FOOTING 0. SIZE AND REINF. PER PLAN °. AND SECTION DETAILS } CLEAN FILL DIRT ? Z °. ° STANDARD o N #5 BAR IN . 99 HOOK FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT 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 ± 211) #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 IEXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N Q CIA cn- J >� G L o '- j. l O O U C3 f� - 0 c�0_ �L11 64 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. as W a E i3 �.,i..' �-: N N m a, � C-n Q 04 00 ik LL C J 22S W W AlF1 :.: 13 f0 U_ u_ 5 d. Uj Z L � � o 0 °' Win ILZ�MzQJ °' m OU 0d o) :...: W El I-] O Z N ch 0 Z N z o � J N z �.1 4.1 � LLr o a V O toOfLu w s cli c o l Q r_ o co cl) o 3 z < L oo Zo an aE o U F � =® ❑ a caCL �¢ op Z o E s <o z �t <omo J ro r m� zr zC/)�oz v m aw o< Z aa � CL� w z n W v 3 <� =G a� z 3 =� J o coco <¢ ;o a z. 3 0 `N > Ln co rn o LO T O CO O Q M � r C U CV 60 U) ° T O T m Q __ }� O H N fV Q O O t0 N r o m t vi z z = E E v c a 0 °� ¢ o � JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. 4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY NAILED EACH DIRECTION TYP. U.N.O. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) W/ MIN. (4) 12d WHEN N. 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 2x8 BILKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH 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"'k O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D 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 TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. -----Z—WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING PROVIDE (4) 10d TOENAILS FROM TRUSS TO LEDGER V y \4. PROVIDE 25" LAP SPLICE @ F.C. REBAR TOP -CHORD BEARING FLOOR TRUSSES @ 24" O.C. 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT —� BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 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 RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" 1'-01, 6" 6" TYP. O O 1 O SPLICE O O 1 O O 2'-0 SPLICE BEYOND PART. ELEV. VIEW IAll nr 1'-01 TYP. O 0- 0 2'-0" DBL. KO. BLOCK MIN. MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED HIP G.T .•7 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 6" EMBEDMENT PER 5401 SPACING USP HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. l-rl(l ll.I ['.TAI 1 A-.^.. MASONRY SEE PLAN M\ 17.4 Tl%CAf A II Q 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS v a.n v�.0 vn ` 1 v1 1 vu X 1 NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" - 3/4" MIN. AIR SPACE WOOD TRUSS 1" DENSGLASS ULTRA ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2X4 BLOCKING @ 48" O.C. MAX. W/ SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & 15 LB FELT (SHINGLES) FOR INSTALLATION. GLUED TO ROOF SHEATHING FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD — PRE -ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. (2) LAYERS 1"x24" PROPRIETARY MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN PER SPECS. EXTEND BURN CLIPS AS PER ADJACENT PAIRS OF GYP. PANELS. I ° ° I FIRE WALL MFG. 2 x P.T. BLOCKING 2" FLOOR RUNNER SPECIFICATIONS NAILED INTO BY FRAMER FOR W/ 3/16" DIA. x 1 3/4" ° = R30 INSUL. MIN. PLYWOOD EDGE TAPCONS AT 16" Ix o I 2x4 LEDGER ONLY AT EACH NAILING O.C. FIRE CAULK SIDE OF STEEL "H" STUD. PROVIDE (4)-10d — RUNNER TO BLOCK TOENAILS FROM TRUSS TO LEDGER WALL EACH SIDE (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK •' . OR 5/8 GYP. WB. W/ 1 3/8 DRYWALL NAILS OR DRYWALL 3/4" FLOOR —� SCREWS 7" O.C. EDGES. SHEATHING (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED (SEE FILL CELL PLAN FOR LOCATIONS) AFTER INSTALLING RBC'S 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. \ PLYWOOD EDGE NAILING FILLED W/ GROUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4"INSPECTION PORT AT ROWS OF 1!2" TITEN HD STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. w/ 4" EMBEDMENT & 6" EACH w SIDE OF SPLICE &EACH END, SEE 54/D1. Z 1x P.T. BASE NAILER PRE -ENGINEERS c°i� STD. 909 HOOK FLOOR TRUSS AT 3/4" PLYWOOD DECKING GLUED AND ;n a NAILED W/ 8d COMMON AT 6" O.C. N g EDGES AND 12" O.C. FIELD (SEE DETAIL) NAIL FLOOR TRUSS TO LEDGER —W/ 24" O.C. f (4)10d TOENAILS (TYP.) GYP. BOARD CLG.---j 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 81d � COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CHPRP0BRG. TRUSS FOR AN AREA < 1000 S.F. AND SEALED � OOR'SYSTEM PENATRATION AREAS W/ FOAM. DRAFTSTOPPI�' - SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8' GYP._// WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATI 8" CONC. BLOCK (TYP.) 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. -\ \-8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) U z J �C1. U) N Q t7 4"x4" INSPECTION PORT. �AT EACH FILLED CELL (TYP.) q (4) #5 CONT. STD. 900 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION SCALE: 3/4"=V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T o A oc NAILER BASE BOAF PER SPEC; CONC. SL SEE FOUND 6 MIL VISQUI TREATED: MASONRY WA SEE FLOI PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE rMIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1/4 TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" 12 SEE ELEV. SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. I m SEE PLAN TOP OF PLATE LINTEL SEE PLAN —jo SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL F.F. 00 VARIES WITH N SITE GRADES SEE PLAN CN 3 #5 CONT. 20" 11 TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" C" ') p m •' • Il t� J, p O 0 1,1 >:ti5V., fi'L%`i C IY 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�.S:. ..n ...-.l YI W v E Q O M 8 u �, o�N� G co °' N co M j/31 - 0 aj M 25 LL C J z LL w �4 V _j ii w a — a r� Z Y 0 o W c o N (O v --Ern r o SS mw Z MZ < J unWu N OU d U Z z N M o� z o Q J d ,n M z oC1 U o � XN LL � U 0 w s Ln �N Cn in LU U � 8 U o• Q 8 S� o CID w M M m o z G U_ E z o n >n Q z oa !— _ sou pa oo o o E ¢a <=m �z wz (a Nco _ _ U m� 0 oz z r Z v to J < b 2. < ZV Z d% ¢ o wa o z W <o vw 3 s o <y _�< ;o d r d u �N 0 > Ln C/) a; m O _L T O O Q M ::3 r CV 60 T U) .2 m O Q _ }� (.0 N N 1 Q O r 0 LID NLO E E o z E rz a E U _j Q p JOB NO: 22-03326-03321 SCALE: AS NOTED SHEET NO. D1 t L_ FOLD UP WEATHER RESISTIVE BARRIER & ' WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 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 BARRIER TAPE / EXTERIOR WOOD FRAME CONSTR. 0.6 cm: 30.5 cm ( ) include flashingas described in Section R703.4. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) 2 O NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING ' 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 HEAD FLASHING TIE-IN INSTRUxTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 p q y BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW , SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , Exception: EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3l4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g 9 pP 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPo1) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O, COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �`e (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK s VETICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings , 2) SEALANT JOINT THRESHOLD ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 a WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) �J AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior door be installed in the 6) TOOLED SEALANT window and openings shall accordance with one or more of REQUIREMENTS BEAD BRIDGING 2 following: FRAMENG AND WINDOW CLADDI3) 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details 9 g O AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING (SEE (SEE DETAIL WP07) 2 7 drains e. subsequent Openings subse q gg pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 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. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING � � I SELF -ADHERED FLASHING � ' SELF -ADHERED FLASHING � ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 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. • SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. ' Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° a ° � � 3/4"CEMENT PLASTER ._� 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V' SEALANT SOCKET WITH JOIST a <° TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING � a a ASTMC926 2 Felt backed metal 3" MIN a r:° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Q 5 ,�� Building Paper � Building Paper 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , . • FOUNDATION WEEP SCREED , sheathing 7/16" O.S.B. Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - - T -" ` � I s Installed As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH STRIP OF SAF LEGEND �I SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of L- Q I DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT P I - cauk bottom Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK W > - - I j BARRIER (WRB)BOND BREAK WEATHER RESISTANT BARRIER- \ Ij ? I BOND BREAK WRB SELF FURRING (SF) LATH / 1 1/2 to 2 Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I l I PLASTER ACCESSORY Sheathing Installed As Per i SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS \t-R««} Manufact. Specs. �� 1-4 PER PLAN Z Detail Instructions Refer to the number marked as# in each detail that corresponds to the 1'-0" PER PLAN - I j j WRAP WRB ONTO THE VERTICAL i I I 1 /2" Cementitious Cement Plaster SURFACE TO TOP OF I / l I Decorative Finish in numbered items in the list o Instructions below: FLANGE AS AN AIR accordance SLOPE II BARRIER I \ i I ? I o with ASTMC926 ®•o.o o,G, All inside and 2nd o • • o 1. Install self -adhered flashing in order as shown by numbers 8" CMU - - - - -�l I I S I 3-1/2" INCH FLANGE I over wood floor •4'• .•o,, outside corner will 2. Install flashing and weather resistive barrier to form water shedding l o. Q. need to be miter la s p 4" OR 8" CMU - a t I ° - - -- - - - - - - _ - I� ' ° cut and caulked all 3. Self -adhered flashingcan be substituted for building paper g p p (PER SEAT DEPTH) -_ Z Z �„ .. I I STRUCTURAL FRAMING ��•O.O,o 0,0': butt JOIrItS need t0 4. Split the release paper using the ripcord (Split release on demand, _- FILL WITH GROUT g a l " • °•o,a •4'• becaulked using o o•• embedded in the adhesive layer) - for ease of installation and to ° a LL _ �. STRUCTURAL SHEATHING THIS GAP IS A RESULT OF Stampede or sim. for minimize scoring cuts W a a \ PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF Caulk all 5. Remove all release paper per standard installation instructions and ° = Cn �- - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER i- ---- "-- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 0 U ROD & SEALANT DRIP SCREED PLASTIC Minimum) 6. Fold as shown by arrows- L=1 a e SLOPED MUD BED a 4 W W _ w a ACCESSORY BOND BREAK WRB I i SF LATH r: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN Note: 8. Mechanically fasten as necessary r-1 a "' --- _- The building lath be SLOPE a ; paper and metal must - ° l ___ _________ PLASTER STOP Cement installed over the top of the weep screed. Plaster A CONTINUOUS US BACKER ROD over 4 SEALANT 1 stfloor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE -0 -C- O CO '>r` C Q r rf L. n 2ti O O U it j t6 C i3 p O UJ / C'V CV 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. c W a d E 28. o 0 0 : N ��,�� 04 r J Q y M V J LL C J L In JLL 2 Z N O o IL , COCIJ Z Q N < O U °d c) Z W 0U) ❑ ❑ Z N i7 0 z N � Q� J r N z ai C� o ij0 w � "° j� Tom•+ I O-� w o0Mill l� c N U w - E t 8 rl� 0 T C U) Q 0 e t� o co w M I L o 2 Z � _1 Q o E: V as W a� =® oa <� WO o T 6 ~ �� �¢ U �Z Q Z C7 ro C'J Qi o wz � n7 :) i �U° m o ¢ Z�c CZ J �m e ¢w Zm v7 3 Q 2 5 z o a N rU W o� 15 � o w <Q i, o ; a �N 0 > L0 co j a; � O 0 n T O O o Co Q CM = i •-- Cr U N 50 U) �... O T m Q 0 N Q O LO CU w N � T o M Z T_ E 6 N Z m D_ E U J 2 ¢ Q J JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. W P IIV %�%%ff `r�'� I iiii-.1 arM Mounting Brackets (14 Gauge4 T 41 /2' x 4-112x X 2-1 2" O t Q T� Back Cross Support (Md be cut to Y See Anchor Schedule Right Braeket(16Gauge) Bolts 112" Dia. A325 Galul rryp.) o®t c S14 Self�Drll�l $CrfYv3 10-5/811 {� A/C Unit Bottom Edge • if Hurricane Strap (Typical: 3 in front) '"aS`'Er` Front Cross Support Sel f Locking Nuts (May be cut to W ) Left Bracket 06 Ga uge) pi4Self-Cril►ngScrews ThruBrackii Back Cross Support Into A/C Unit Bottom Sidle (Typical: 3 each side for hurricane use) I t l _*}��� �mo��d aR ` tarp fialyl�,p�4rg�4� i�..�ra�.'�s' Sill `^�^'teat �p rotes ` �l'ig Florida Department of Business & Professional Regulation Page, of 1 Building Codes and Standards u,62D7, Product Approval Application Detail March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022)Product As required b Florida Statute 553.842 and Florida Administrative Code 9B-72 lease provide the information and approval numbers on the building components listed below if q y p p pp g p0 they will be utilized on the construction project for which you are applying for a Florida Department of Business & Professional Regulation page s d3 Building ng Codes and Standards lns2022 Approval Application Detail Ca O -4-09§9awoA > (� CD 0 � -0 ^^ CU "'OA. L.l... �� � � � a? ^ CIO '^ L� VI U O -� O Q � .O N �t LL O {ice > Cy TO N � O > v O A♦ L un (D .FJ ^� C O CIO LL -� ' ^ _ VJ a`=,: ,.. ,�. `us.s� u,.,`�`L... - ,. �,r?;..n« sea-�c'`,.:a�..ta. - -i' :.:._ y.n a sir.}R{..r,a`;r:=; �, ;v7-. ,- ,... 7-`,'< <r - FaiItY.4I Dale fiats PentllnD ! •-. L= Version Manufacturer CoMe<t Enalneer & ldcense Validated By Validated Submitted FBC Approval Apgrpyed R1 ai°° 2020 Tatemory.9(er' Door Steve)843-628 PE-434Lyndon F�mdtPE RYan7w°gpE °"2�D2° °'"2'�2° °'��2° '�'3�2° Approved Category: Exterior gins siesp84 moth PE-43409 613j 76765% SubCet4gory: SWrgidg Exterior Door AseernbNea s)aspersonOmarmrhuco Compliance Method: Evaluation Report from a In Fbrida Registered Architect or a Licensed Flodde ProressisloO e LdITD470-R3 Pr*dU VM nal Eigineer QUaIMr Assurance Approved for Use Approved tar Use Impact Deakin Sea n ILI0 Model. Numtrer or Norma Product Description CtME Exolratlon Date in HVHZ Outside HVi¢ Res P re 1 a.Tloma-TuFlber-Classic and Smooth -Star NominalW3088quctlmpad&ilOpaquis 2312022 Yes Yas Yes WA (Inc-giOumwing; X configurai-) 2 b Thermal-TwPipar-Classic and Smooth -Scat NominaalW398Composite Edge F8quotlmpad$quiberglass Single �rpaque 12131Y2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Stlelte(s) UnirwinglOutewing: XO, OX or OXO 3 cThema-TruFbe CI�Icand Smooth-StarClassic cofigurlations)BBquotlmpad&quot,Opaque 23,2022 Yes Yes Yea WA Composite Edge Fiberglass Double D oath or WmaaStions) InsAngDutaYAng;XXprDXXD coMguratlons) 4 J. Thestru m Flber•Clasalc and Smooth -Star Nominal5"39;0&quot;lmpact&quol; Opaque 12131 �22 Yes Yea Yes WA Compos to Edge Fi X conlsrundi-DDor Nom, ng/Quts9,0 ; X configuration) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39,0 BquoLlmpad8quat Opaque 12J312022 Yes Yeas Yes WA with CompositeEdgeFiberglass Single XC, OX Sidelte(s} (IrrWngvOtnawing: XO, OX or OXO configurations) 6 fThems•TruFlbarClaakand5mwah•Star Composite mpositeEdgeFiquotlmpDoubleDoor Opaque 2312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or WthoutSdelnea(IrmWngOutsw g; XXorOXXO 7 g. Trlerma-Tru Fiber-Clactic and Smooth -Star Nominal6&#39;88gtrotlmped8quot Glazed 12/312022 Yes Yes vet WA `ominal &#3 Gomposlte Edge Fiberglass Singk Door (ominal uts98:Xconfgection) 8 h Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 8quotlmpaa$qua; Glazed 12/3112022 Yea Yes Yes WA Composts Edge Fiberglass Single Door,•eb, del configurations) Nminal6039:89quJpact&gDXw°X° 9 i Therrrre-Tru Fiber -Classic and Smooth -Star Nominal &quoklmpad&quoi Glazed 1213112022 Yes Yes Yes WA Composite eFiberglass Double Door vAth or Without S�itea (InaWing,°gtavi ng; XX or OXXO configurations) 10 j Thermal Fiber-Ckssic and Srcaoth-Star Nominal 8&#39;0 8:quctlmpad&quot Glazed 12/31022 Yes yes Yes WA Composite Edge beglasaSngeDoor (InsWng/0utswing; X corhfguretion) 11 It ThermaTru Ftlar.Glassicand Smooin Star Nominal 8$#3908quotlmped&qu°t Glazed 1213,2022 Yes Yes Yes N/A Composite Edge Fiberglass Single Door vAth Sidelte(s) (Insmng(Outawng; XO. OX., OXO configurations) 12 I. ThemaFib-Csc aSmothSaNominal 8490 8quet. lmpad&quot Glzed 12120Yes YeYeWA Compos to Edge Fiberglass Double Door with or Wihout 6zielhes (Inssvirg/Outswing; XX or OXXO domh2Ia0ns, 13 m. Thertro-Tru Fiber-C�slc and Smooth -Star Nomf uritti S) 8qua;lmpad&quo,, Opaque 72J312022 Yes Yes Yes WA Composite. Edge Fiberglass Sngk Door Mth t°= �' no°X0.OXo'o 0confga bone) 4 n. Therma-Tru Fiber-Claacic and Smooth -Star NomIm 16&#39;8 &quatlmpact&quot Opaque 12J312022 Yes Yes Yet WA Composite Edge Fiberglass Double Door wHh &quotNwr-Impact&quot: Sidelitas (InswingfOulswrig; OXXO configuration) 15 a. Them i Fis ber-Clatu and Smooth -Star Nominal 8&#380 &qua:lmpaa$quot. Opaque 12/'312022 Yes Yes Yes WA Composite Edge Fiberglass SingleDoorwrth &quotNw Irnpad&quol;sdelitere) (Ina•Aing/Outswing; XO, OX or OXO configurations) 16 p.Therma-Tru Flber.Classic and Smooth -Star Nominal &&M,0&quotlmpad&qua; Opaque 12J31 r= Yes Yes Yes N/A Composite Edge Fiberglass Dou We Door wih 8qua;Norl4mpad8quot Sidelites (I-MrrgJOutsW ng; OXXO configuration) 7 gThe me-Tu Fibs-Cancand SmoothStar Nomina188#3988qudtNon-Impact8qud Opaque 271P2022 Yea Yea No WA (InsliuComposts Edge Fiberglass Single Door NomirglDgl9wl 8 kwothlon-I tlon) &burghs- Impad&gwt Opaque 121312022 Yea Yas No NIA 18 r Therms-Tru Fiber -Classic and Srroofh-Star Composite Campdsite Edge Fiberglass Singk Door pith Edge S dalta(s) (InsWngiOutslMng, XO, OX a OXO configurations) 19 s. ThermaTru Fdh r-Clads and Smooth -Star Nominal 6&W398 &quot Non-Impact$qua; Opaque 12/3112022 Yes Yes No WA ompostta Etlga Ibeglaas Double Door with or Without Sbelltes(InsvringdOutsvArrig XX or OXXO configurations) 20 t. Therm-Tru Fiber -Classic and SmoothStar Nominal 84018quotrion-Impect8qua:, Opaque 12/312022 Yes Yes No WA Composite Edge Single Door ( ^8/ ff configuration) 21 u.Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39D&quotNon-Impact8,quot Opaque 12/312022 Yes Yes No WA Composite wwng OutsyAn. XO, OX DX 5d•Ite(s) Orrw+ngtOutsMnp. XO, OX w OXO confirtu euchre) 22 Y. Theme-Tru Fiber-Gasaic and Smooth-SYar Nominal B&#�;O Squol;Norvlrnpad8quot; Opaquo ,2/31f1022 Yes Yes Rio NIA Composite Edge Fiberglass Double Door with orcon Wihout$delites(Insviing/Outswing: )Xw OXXO 23 v4 Thernine-Tru Fiber -Classic and Smooth -Star Nominal ala'18&#39;8 &quotNa,-Inpad&quok Glued 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inawing/OutsWirV, Xconfiguratm) 24 It. ThermaTru Fiber -Classic and Srtoah-Star Nominal 68df39,88quotNorl-Inpactilquot Glazed 121'31/2M Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) (lnsWng/0WsWng; XO, OXa OXO -rifgura,ore) 25 y. Theme-Tru Fiber-0-oand Smoolh.Star Nominal 68#3g;a &quotNorl-Impad&quot Glazed 12J312022 Yes Yes No WA e EdgFiberglass Double Door Wthcr vMhout sideltas (IneMiglOasho ng; XX a OXXO 26 L Thermt-TW Fllew-Oili and Smooth -Star Nomnala&#39;0&qu°tNom-ImpadBqu°t; Glued 1213112Lr22 Yes Yee No NIA sear Composite Edge F X cwafiguration) DomposteEwIng. configuration) 27 za. Therms-Tru Fiber -Classic and Snnoth-Star Nominal 6&#39:08q..tNorr lrnpaa&quot Glazed 12/312022 Yes Yes No N/A Composite Edge Fiber laSingle Door h Sdelte(a)(InaWgOusse Wrg owitOXaOXD configurations) 26 zb. Ttlerma-Tru Fiber-Clazaic and SmoahStar Nompslte Edge Fiberglass Double Door Glazed 12131J21722 Yes Yes No NIA Composite Sxl Edge Fiberglass DaDDIe Doom m Or without Sideldes Qfrvnrg/Oukvnng; XXw OXXO configurations) Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Cy Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +t��.t +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT �I �1pL+ �] Series 5520 1'� '} FL243.5 /��//{, NIA / �/ /� 4/30/2025 _ - jrgge Inlay w t� 20 Date prindng fig! MIM VBtslon Manufacturer contact IndMN&I1cria B Validated ay yes fg@ml¢ffi F&CAnproval Aponow Aftmnllon 2020 Sman Vent Products Inc Mcheal Greham Herm bl' No h0 P.E Locke Bowden P.E 12/1rx2020 12116R020 122&'2020 Apprawd Caegoy: Structural Canponents (577) 441-8366 PE-73778 (334) 300,1800 3.1iCalegory: Products Introduced asa Result of into@srtmrt"Acon New Technology Compliance Method: EwWatim Report tram e Florida Registered Architect ors licensed Florida Professional Engili FLl8e22.RBPradada Quality Assurance Apnro"d for Use Aelroved for Ilse knew Desig1 I Smart MntlalAmbervN.m. Product cesw dbn lldage xmaaa Da. , � H�,2 Blauaw solos 1 9nartVent Model #1540.510 Dual Function Flood and Ventilation VdM 12r7t2023 Yes Yes N/A 41 ODA 100 2 SmedVenl Modal #1540511 Dual Function Flood and Ventilation Vent 12r312023 Yes Yes NIA •10di 100 3 Bmenwh Mode#1540520 Insdalad Flood Vent 121312023 Yes Yes NIA 4, 00A,00 4 S—rtV- Model#154D521 nadaled Flpad Vent I21312023 Yes Yas NIA :,00,1100 5 SmartV-t Model #, 540324 16&qud; Garage Dow FbW Vent 12/312023 Yes Yes NrA NIA 6 Sim. Vent Mode 111540570 Wood WMIInwlatedFlood VW 12G2023 yea Yes N/A .,DDF,DD 9,1BHVent Model #t540574 14.5&qutl-. Gerege Door Flood Vent 12+'S12023 YesYes N/A nUA D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 �..I E . OTHER 1 IE R 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 � (-' CV C•tea C:on • • v ,.. , to / �r � '-� h ^ i 1,. - _ > 1 rl3 ... A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130/2023 C. OTHER C I 1 Florida Department of Business & Professional RegulationComposite Page 1 m, Bull dingCodes arid Stands rds t^42021 Product Approval Application Detall 4 . ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 - . ,i ._, :' _: cos E:_ ^,.x '..q., �ha _�: '/ _,.,•5"-.. ,� _:.-� -.:�k y..ar.. x..M -4,w.. v -...;::5S:0.. YpgrT ._ � ....-�'�F'-: ..-.e '�.y F}r„ '„�.,r,. -( a _:. k'.n $9t .. -a-..,,- r'.. ..., �j..ar:vF,n -.V ;Q.,. . ..>:. ,� �-+ Y "w. '4 '7� �g. let �' '.G-:'i": .•. S� I,ylh a 20 � �q�g pig 1k� "'° E'""""" ' Y>d aY " ` "'° °�`°'� "` R—.m 2d120 Diesel Metals. Ian. Jason Shumate Zachary R. Priest Locke garden P. E 0810/2020 08r09R020 0a202Dm 10113f2020 Approved Category: Roofing t502) 303-1511 PE-74021 (334, 300-1a00 subcategory: Metal Roetng ishumatecerexmel.cam e Method: Evaluation Report from a CafiplancI Flodd.Ro starad AlLM1aeCl ors LiCen sad Fkmtla Planes lon# Engineer B. UNDERLAYMENTS Tamka (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6I2912023 Plyglass USA, Inc. (for Tile Roof} POLYSIICK TU MAX FL5259 ItUA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Quality Assurance Ap Nodfwuae AppreyadforUse Impact Dedw 1124E Protluct Moll. Number or Nano product DescriptionComracl exaretlml Dae In Fwfu Outside NUR Resistant Pressure , Drexel MRaI Roofip Systems DMC 10DN5; DMC 13086. DMC 1156, DMC 2008. 12l312023 Yes No NIA .o,-180 DMC3V Building Florida Department g BusilessOCIBS and StarProfessional Regulation P'"' d LitixJards 15r7021 Product Approval Application Detail of ` - 11 ` -' C f6 > > a. O � � O `0 0 0 .r— 1_ 0 w ' v ) j O CL 0- U O /�'� /� '� `v M ilea H W Florida Metal Products Inc t Vent RV10 FL21580.3 NIA 12/31/2024 Lom a nc o, Inc DA-4 E x a h ust Vent F L17202.1 + 97. 5/-97. 5 psf 12/ 10/202 5 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Florida Department of Business & Professional Regulation Paget ot4 Florida 8ullding Codes and Standards Product Approval Application Detail Borah Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025�43.��_;,,:._ r8,a.."+'t ..y k' .ram x-r 1 u 4g9i DIlIBC.g 12at2 Due One Pendra 10 Luis Roberto LDa- � Venom Contact Endrm.raLlrmis. Yydaaday y FBCAmrayaa ,g�,g Approved ws end Doors Bremainnger amas Steven M frith. FIElmlla 20 /0sn= 10992020 17J1!il=20 Rav- M20 MI WndoCategory: Exactor Doors 17171365-3300 PE-62514 (,117)317d454 Subcilence ethopExtrariReporttontDoorAssambles bstlnpe@mMe.cdn CORpllance Method Evauatim Repot tan a Florida Registered Architect we Licensed Florida axs onal Entibuier F191593241e Praduda. er] 4ualy Assurance AauovHVHZ B Ap guide HM INS pPressure Bea a PrgduUModM, NMIN1UW a Norm Product DucrlotlOn Contract a%Oratlam Dale In HVML Qu1510e XVHZ NIA 1 SERIES 420ALUMINUM S(� SERIES 420 ALUMINUM SOD OXO 12/31/2024 No Yes No N/A 1453)48qud;x80&quot, NON -REINFORCED 2 SERIC-642°ALUMINUM SGO SERIES 420 ALUMINUM SOD OX. XO. XX IM12024 No Yea No NJA 964qud;x80&Wd: NON -REINFORCED 3 SE AlVMINUM SC-0RE]NFOflCm SERIES 420ALUMINUM SGO REINFORCED OXD 12072024 No Yes NoHJA ,I S3/Mqudx9%qud: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12/312024 No yes No WA x0, XX 96&quot MIND d; 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES420ALU95"u 8C3D REINFORCEDXXX 121312024 Na Yes No NIA 143&qud;xgesqud, F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 rc. 8 H,�N`.`} �t GrT < 'y5. .fix+l'' ,: ,+yi'S`.y is+'sy,'r"rf s•ss=L- �+f`.e,s" ft/9�y3z `,-r,£ ': L. 'hA.. !+,_"±rs•,'43T .. �t .. 33 iu4'r��l v.aY:.. r:H �2„ W ��� .�. F?;l�Tn;�. uA1F. 4 d�..'....1 h v�'�k. �±"M,1?$ ,.rT�.. , � k. �,,...-.. � 1_,..51:+M.,'..v1,....� � .X'^ _3�: �9,g8 Effdty or Date leendinD Type Version Manufacturer Contact Engineer & License Validated ev Validated Submload FEIC Approval Approved Status R-ishn 20M Triarma-Tru Corporation Steve Jasperson Lyndori Schmidt Is E:Ryan J. King, P. E 04/152021 12J312020 04J222021 OfY082021 Approved Category: Exteior Doors (8m) 843-7628 PE-43409 (813J 767-8ca56 Subcategory: Swinging Exterior Door Assernbtes spsperson@therrnathx co Compliance Method: Evaluation Reportfroma m Fbi bids Registered Architect or a Licensed Flat!. Prdestional Engineer FL204086M Proolio Duallty Assurance ADDroYadforllag ADDroyric UB• Impact Design Product Motle1. Number or Name P CoMraet Exolrai9on �te In HVHZ outside HVHZ Resistant Pressure 1 a Therrrla-Tru Fiber -Classic and SmroUh-Star Nominal 6&AW:8&qu°tinpact&quct Opaque 12t31/2°22 No Yea Yes WA Composite Edge Fiberglass Sngle Door (I Nominal ng/OutcwY li cl configuration) actSqu 2 b.ThermaTruFtber-Chasdtand 5modh-SGr Nominal 68#39�,t18quotlrrpact8,quotOpaque 121312021 No Yes Yes WA Composite Edge Fiberglass Single Door velh Sod te(a) (In-ng/OwaYing; XO, OXa OXO canrlguratione) 3 c.Therms-TrvFiber-Gassicand Smooth -Star Nominal psiteEd88&quolassDoubleDorWth ,2J3112022 No Yes Yea WA Composite Edge Fiberglass Double Door oath or without Excites pnsw nglOuphn ng. )0cw OXXO configurations) 4 d. ThermaTru Fiber -Classic and Smooth -Star Nominal 8&#390 itquatirnpocABquat, Opaque 121312M No Ves Yes NIA Composite Edge Fiberglass Single Door 5 e.Therma�TmFiber-CGsslcand Sm°ah•Star (No��`°6&�o�u�I�ap�uotOpaque 12r312C22 No Yes Yes WA Composite Edge Fiberglass Single Door wah add9 s°'_NX°'°Xa°X° fvnfi Ill 59#3 6 f. Therms-Tru Fiber-Gassic and Smooth -Star Nominal 88#3®;0 8quoKlmpactB.quM; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthoa Sideltes(InWng/Dutsviing; XX a OXXO ronfguralons) ' g ThemaTrNFlberClaasgand Smooth -Star Nominal poote„39,8 dgeFiberriespS`ngleD'Glazed '2�12°22 Y� Y� WA Composite Edge Fiberglass Single Door (I nssvng/Outswing,, X configuration) a h. ThermaTru Flis-ClialAleand Sh-th-Stir Nominal 151011&quotimpaetaquot Glazed 121312022 No Yes Yes N/A Composite Edge Fiberglass Single Door with (Ir5,AhWOutswng; XO, OXor OXO configurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&M,6 $quotirrpact&quot Glazed 1213,12022 No Yes Yes N/A Composite Edge Fiberglass Double Door win or Without Sdelite . (lnswrrgJOutswing. XX or OVIDn configurations) 10 i. Therma-Tru Fiber -Classic and Smoom-Star Nominal 0"390 &quotimpactIquot Glazed 12r312022 No Yes Vea N/A Composite Edge Fiberglass Single Door (Inswing/Outswlng; X eonhgurabon) 11 k.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8ull&quotimapactilquot Glazed t2r312022 No Yes Yes NIA Composite lass °BFnG/� sw4n8Ie°xIXoxD configurations) 12 I. Therma-Tru Fiber-Ciaesk and Snootn-Star Nominal 8&039,,0 8quotlmpact&quot Glazed 12131 r= No Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelites(InswirglOubwing; )CXor OXXO configurations) 13 m Therma-Tru Flber-Classic and Smooth -Star Nominal 6UV6 Bquotlnpe ct&quot Glazed Molded 121312022 No Yes Yes NIA Open Composite Edge Fiberglass Single Door (Insvun&Outsvv g. Xcwlfiguration) 14 n, Thermal Fiber -Classic and Smooth -Star Nori 158#39;8 &qua;impact&quot Glazed Molded 12131/2022 No Yas Yea WA Open Composite Edge Flbergla9e Single Door Wth Glazed FAolded Open Sldeibi (I newing/Outswing; XO, OX a OXO c-fguretions) 15 o. Tharnq-Tru Flear-0—c and Smooth -Star N°minal 68A398 &quotlmpactlIquat Glazed Molded 12f312022 No Yes Yes NIA Open Campmate Edge Fiberglass Double Door Wth a wthout Glazed Melded Open Skklites (InsWngloutswi,g; XXa OXXo confi9uratione) 16 p. Therma-Tru Fiber-Chssic and Smooth -Sher Nominal 8&#S9;8 &quotlmpact&gilot; Opaque 12131=22 No Yes Yes WA Composite Edge Fberglaas Engle Door with Molded Open Sideli(s) (In teshingfOutening; XO, OX or OXO Wnfigurati0ns) 17 q. Therm -Tru Fiber -Classic and Smooth -Star Nominal 6&#18quet,Im(sact8qu°k Opaque 12131r'2tY22 No Yea Yes WA Composite Edge Fiberglass Double Door Wth or without lax Oiled pen ehtea (InsWnglOUtswing; XX Or DXXO CMlgOYatkN15) 5e SHUTTERS A. STORM PA LS Global Protection Products alvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 �. STRUCTURAL �D� L Regulation Page 1 or2 Fb iris Department of BLldes as & Standards Building Codes and Stands ids 1+92021 Product Approval Application Detail COMPONENTS AA WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW BuildingComponents P Alpine Truss Plates P FL1999.1 - FL1999.4 NIA 12/31/2024 _ _ k .-�`..-. ri' ...�rS.Fi_3>_�. a.`tt�� .,-'�� S,�g-t=.x._e�c��t „�,ix�,..+u?S�- F`>`-:-i-: �.� .Y.'�'.� t ENlty w r�I bm$ FIC Pondm SlLp2 Y2L'2!!ffi Manufacturer c2otau ValMaetl By VNIdMaA FBC Approval gpggyeg R"SkIn 2D20 Wayne -Dorton, a dv licin of Ovsmead Door Dwayne K—is, John E. States Jerrey P. Arneson. P-E 10J122D20 09rWM20 10232020 12/16/2020 Approved Ca�tkn (33D)793-8121 PE-51737 (904)821-5200 Category: Exterior Dom dkanish@waynedattm c SL&Calfoory: seminal Exterior Dow Assah"Ifls an Compllarte0 Matlrotl� Ebduerlon Report ffom a Floods Registered Architect or. Llmnsed Florida professionalEn°n�`CIOSdelte(s) FtAA24&� �� $wit Expiration AmrIn H for Uu Aowaved for use Mpx,1 g� $#e # Product Model Number a Mama f#od11d OeecrlWam Compact Ixdralon Me NVNZ outside HVHZ $ Pressure 3 BDOO�tOw820D tl9105 98#39: Maw vldlh 148#3,9: MaxMez height (rYezing , 2/312027 fM Yes Yes +31.00435.00 cveilaDk In pop winHlmldiete ssdbn. ,0 80NZ100I6200 #1123 164t39 Max 'AM, 14&#39. Max height Flazlng /2/312027 No Yes Yes-30.001-33.50 available In too or Inlemledlae sectlon. 11 nOO/6100820D#1124 t68W9'Max width 148439 Max height. Grazing 12/31/2023 No Yes Yes -34.401-38.30 available in top a mlemledkte sodift MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527..5 NIA 3/31/2023 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 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business Professional Regulation Falls 1 of 1 Building Codes and Standards 1fiRV21 Product Approval Application Detail _ _ ;go _ -. . Iran or PAI - �. Pill Date perK#m t�2 MURA Version 18a3ftiardu�a. Sri Endrner& Llcerrze valdalad tiv Validated Slibrifited pat Ammval AnaorsA Saul ReNsion 2a20 Cameo Dlvlsm aAADO. Inc. Tom Battey UL LLC Troy BIVhop, . PE. 12/10/2020 12/012020 12(212020 Approved Caigay: Extend. Dowse (641) 494-2813 i 154)947-066° C"Category: M• E,nMa Door Carr WArk s Tam raaey@aseaeblgso ComplgncB Mermod: Certification A1ark a Listing FL#11537•Ra Waducta Quality Assurance Appowdfa UBB Aowoved for Use Impact soot Prw,uct Motlal Nrnher a Noma cartr pt Emuatm Dae In MVRZ outside HVHZ $I� pressure 1 607 ?07. ]2?. 747, 757. T.r7; end 847 Sngle end Pain d Flusn. Glazed, and Louvered sngk and pairs of12012025 Yes Yes Yes WA Do., note. metal it - Florida Department of Business & Professional Regulation Page 1 d 1 Building Codes and Standards IM021 Product Approval Application Detail Florida Department of Business & Professional Regulation Pager I of Building Codes and Standards ,rsrml Product Approval Application Detail Z Q J t Enter or « S�ls III pate Pendno go M1 11 Version A9intdutura Mast engineer 8 Lucerne Validated By Validated Subritifted TaC Aootuya Bpergyrq ytaws R#Mast 2020 PGT Indusriea Jens Roso:rsld MerheDede 8000 - CER Mlaml-Dade BCCO - VAL 1,/192020 10262020 112429X/ Approved Category: Exterior Down (941)486-0100 1786) 315-2590 $vbCdagory: Spring Exterior Doerr Aese Mies yosowalri@pgtindustdes.c Compliances Ndhod: Cemcetion Mail; or Listing orn F Least R33 Rodnets CuNsv Assurance AoorovBd for Use AooroM for Use 0]l1m l e Product Model, Munro, or Near Pr�d peso isban in ttw�x > a 8C70.5570 (Large Missile Impeel) Vinyl Sidling are. Door 0441412021 Yes Yes Yes NJA - - fry.' y'!`t� t'`,i.:.✓. ,.-K.' .Y' �3 „r Y �+.. 'n- : ' s `� 4,°.> JH'. � e,U'('•�'�'^r .rn =• -fR.- -� . ,�,e� 3 �s, �•-.' =.�f, �- 3. 1 --.. ��.� "7�`.. -,�, r� �.,..s3, :�"es? ..,... ,Isle'- '^=a.��G' , s _-.- �. �. _-� Tx ��...:t - T ss ..-Tx� .,.. Cos bd�t'a Dole Dale Data Pwrdno Dffis Must Version Eldneer & Dcrose YaMaee By yalaaee i FBC Approval Mwossa taatus R.Aston ZD20 MI Wild- and Doors Brent Sillinger .American Architectural Sloven M. Urich, PE I ill72DX 11/172020 1127J2020 Apprwcd Category: Wndws (71n365-3300 Manufacturers Asmnixlon (717)31784N SubCaegory: Single Hung bsUlnpw®rt4Trtl.com Cornpllaloe MCMod: Cemtcation Maur or Listing matth Azsarare AmrinH Z Use Aoutside for Use t"a gig §l.4E RpG1et Model. Nisnher a Hama � Corrreel E,mlydlon pat ID.Il`Il1I QUtN� HVHL Frame IGFuG Snpk Hung 10/682023 No Yes >No -601-60 2 148 SH 52x72 nhi GI.. Lamhatsd Glass SHEET N 0 , PA 1.0 T a}f it �IIIM]mi I113It, Ill Florida Department of Business & Professional Regulation Pages a9 Florida Department of Business & Professional Regulation Pagel pill Building Codes and Standards lrzsrmz2 Building Codes and Standards h`MI Product Approval Application Detail Product Approval Application Detail 2991 - l�SIhL4L 111111 ... 1� 201 Date Pending FBC Amami -- 202 -' - 1:90t - Eirl Ca1.P-a- aft 11111112 Version Revision 20W Manuractumr Th.-TruCorperation Canted Englnem&License Validated BY St-jaeperaon LyndonF.Schmidt,P.E RyanJ.King. P,E. Validated Submitted 10/072021 09118=21 10113=1 Aggrcived 12n5/102'I Status Approved T111 version Muufactur. CarlBt�ne.aLlcema yallMtf9-at Yaltpie.4submitted IAwtoval AD Mau Cetepom Exeter Doors, (800)$43-7628 PE-43409 (813)767.6555 Animuticn ZD20 POT inrustrks Jens Rea -did Mamt-0e6e BCCO-CER MkrrluDede SCc0-VAL IlMil020 i1p52020 11/1W020 Apprwo4 Subcatwrf. SWrging Exhissor Door Awwblies a)aspersot@thermatru.co Citadel Windows Hung (941)48"100 (786)315-25M lroaowskQpptlrKlustrles.c Compliance Method: Evaluation Report from a m SutiCate9i Snlele Florida Registered Architect or a Licensed Fel Conpnanea Method: Cetaicaam Merle or thong om Professional Engineer fii2M4tas Radnrua FLN2dM-R7'PMdl[Cts Quality Arsumnce Appmvwd for tlse Aggmved for Use IM= 92= it" Product MouL Kmbxa Num Prohrd DUOnotlon COrmadi Elmlfatl0ri Data Actoraaad for Usa Aovraved for Use In my"r. Grande HVHZ based 22wm gtdsw $t?gML! saga- Product Model. Number or Name Product Description Contract Expiration Date In HVW Oubl I Restistal Pressure 2 SH&I (Large fiAl hnp•d) VMV single rang Y4ndaV 07/302025 Yes Yes Yes WA 1 a Theme-Tru Fber-Clmaic and Smooth -Star Nominal 81kRL98;8 Squ)thlon-Impaddol Opaque Imllf2022 No Yes No NIA Composite Edge Fiberglass Single Door (Inrvingy0ut&W'inp; X configuration) 2 b. Thermal Fiber-Classk and Smooth -Star Nominal S&439,84qurotNon-Impaditell Opaque 12I31/2022 No Yea No NIA Composite Edge Fiberglass Single Door with Sidefil (InswinglOutewing; XO, OX or OXO configurations.) 3 C.Thermo-Tru Fier -Classic and Smooth -Star Merrill SOXI &quottilon-Implieffliquot; Opaque 12I31/2027 NO Yes No NIA Fiberglass Composite Edge Double Door With or without Sidelites (I ramirmpl0ufawinp: XXor O)= confgurations) 4 d. Therma•Tm Fber-..Classic and Smooth -Star Nominal 78439.0 &quotNon-Impact8ouot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Slr le Door (Inahiing/Outswing; X configuration) 5 e. Thermal Fiber-Clessio and Smooth -Star Noml17&139.0 8quotNon-ImpadBquot Opaque 12r31/2022 No Yes No WA Composite Edge Fiberglass Single Doc with Sdabe(s) pnswing/Outewlrrg; XO, OX or OXO 8 1, Thermal Fiber-Cksab and Srnooth-Staf oonflgundil ) Nornhal 8UN;04quothlon-Impad&quot; Opaque 123112022 No Yes NO NIA Florida Department of Business & Professional Regulation Pagel sit Composite Edge Fbwglass Single Door Building Codes and Standards r/J/2021 (IrKsvinwovwa m, XmNigurabw) 7 g. ThernaTru Fiber-CNssic and Srrnom-Sbv Nominal 88MI iliquotNoalmpad8quot Opaque 12/3120Y2 No Yes No NIA Product Approval Application Detail Composite Edge Fiberglass Single Door vith Sidelite(l (Inswing/Outswing; XO, OX a OXO - configurations) 8 1 Thermal Fiber-ClaWeic and Smooth-Shar Nominal still 41,quotlilon-I mpactil t Opaque 12/31Q= No Yes Ne NA ram _ T All Ate Cal pandinals Composite Edge Fiberglass Double Door With or Wth ut Skelass (InakMVOu1xWrg; XX or OXXO Mon. YBil Manufacturer rawknee a IJcerrsa Vdidded sir Aaterliffi fee Angelegp@yaQ Alasa 9 i. Therma-Tm Fiber -Classic ad Smocth-Star Nominal 6&#%;.8&quOtNon-Impad&quOt, Glazed 1213112022 No Yes No NIA ATamatkn 21 PGT lnmetwe Jena Rwel Wana-0aee III -CER Mkm4Dade Ill -VAL IIMS 020 1105.2020 11/11/2020 Approed Composite Edge Fiberglass Single Door cat."! ywndows (941)486-0100 (78b) 315.2590 (knsvergiOutawtg; XooMgulalion) arbCatagOry: Flaee lrosoweNbpgOndusolee.c 10 J. Therma-Tru Flber-Clessle and Smooth -Star Nominal W939;8 &quothll mpactill Glazed 12al=22 No Yes No NIA Compliarw Method: CwtWo on Mark a Lung om Composite Edge Fiberglass Single Door with Sidsku (e) insWngfOutta ing; XO. OX or OXO tLNM4l241eodlMte configurations) Amrovrd ra un Aoorowara ua. mrsal coal 11 k Therstri FEzrClasso and Smoom-Star Nominal 6&a39;88quotNon4mPod&quot, Glazed 12/31 r2072 No Yes No NIA AtsB Product Model. Nurbm or Nam. central Exciref on Dare ini Out ddHVHL Ja Pre - Composite Edge Fbmglam Double Door with or Without Sidelfts (I nalol g/Outevft XX or OXXO 5 PW-5520 (Large Missile Impact) Uri Eked All 04/M2025 .Hv Vas Yes Yea NIA configurations) 12 L Therma-TW Fiber -Classic and Smooth-Sg r Nominal 78439;0&quottJoalmpaciiiii Glazed 12/31/2022 Kb Yes No NIA Conposite Edge Fbwglass Single Door (Irmw ilWOuutswitg; X.cordiguildi l 13 m. Twirma-Tru Fil-Zli ssicand Smooth-Skar Numhul 79a39;08quothlon-Impeciill Glazed 121 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelde(aj (Insvargl0utswinp; XO, OX or OXO configurations) 14 1 Therma7ru Fiber-Ckstb and Smooth -Star Nomnal Hall &quotNen-ImpaetilKii Glazed 12/3irgm NO Yes Ne NIA Composite Edge Fiberglass Single Door (InsWng/Oumwhg; X Configuration) 15 1 Therna-Tru Fiber -Classic and Smooth -Star Nominal Sti39;0 &quotMon-Impart8quet Glazed 12/3112022 Nb Yes No NIA Composite Edge Fiberglass Single Door with rest mom Ya corn tl Re takn 2020 MI Window and Doer's Caepay: Windows "Cat.pory: Hu@orcel Slow Complain" Method Comical Mark or Listing FtJnsaiN.AePaoasera Awl Pratluot Model. laminas Mama 1 HS 166 Fin and Flange F- Florid Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegg 4 a 1 Inur02l Entity or 2" )gyp Duo Parrena M Endna.aLlemrae yfeErbted ea gmwlm Submitted sec Aeomvd Andrei mom Brent Stanger American ArchMicturalSteven M. (RIdL PE 101DIll IMEV2020 10r1912020 Approved (717)365.3300 Manuticumwsi Assepiaam l717)31T-8454 rxsmngergmiwd.mn OrrdM Assurance Apmewdfa Use Approved far Use Imbeet D"im Praarct D•sxkt/n in KVHi AllleigLd= 13t� Pressure 73z621nsukled doss 0211SR024 No Yee No •51 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pal i d1 1P2021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ef2 t5W Lgte Entity or 12ett ONa Deng Bat JYat yyenian ! Enamoralks•esa YaE,ated ar Validated Submitted Lighgom)A NAM Revlskn 2020 MI W edrais and Darr Brent Shtwer Aimed- A7dmlectunl Stevan M Union, PE 1122"1 1 V2220211 11/282020 Approed Cate try: Windows (117)385-33M Manulzduril Association j717)31r-8454 "CMappY- Fixed asmnger(QmNd.com 0-When. Method Certif ation l lad. a L'mtklg FLM584"14Itadgu. �ICLasmam AMEMM for Ua• /witted fa uu tail 1 ffia Product Mods. Nuns. s Name $gaaL. D Contract Exasetlan oats In KVHZ outside NyNi R43 Pivmrt. I ISO FW 73. 72 InWated Glass 04042023 No Yes No .6011 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i all 10=1 cab - - -. _ _ E e t.or. - IN lea! 20 09, P.1,d- .. _ aL 990E &=Lg[ _ _ _ Atha 2" UsLeE Ldm 292 ] y,,,i- JAteal a sow Centel Endneer a Lianas ydidded ar Vallikkill latigibint FBC Appmvl Acnel g Am" matt Version JManufaturar Conact Ettabpar.illestrase Vaimaed sir yeAdated Submitted FBC Amaral dEamvs4 AteLat Revidan 2020 Ml Wnndaws end Dar. Brent Mllnga We R Laid PE Steven M urlch, PE 100&2020 1010fil 10AW2020 12115=20 Approved Anhnaten 2020 POT Industries Jose Rosowskl h4•n&Dade Ill Cl Mkm-Dade III- VAL 11051 11111 111 APprai Cat.gory: Windows (717)386-3300 PEE62514 (717)317-8454 Category: Windows (941)4860100 (7815)315-2590 aubr.t.Wgr. Laaon. baMhgerQmlwO.eom auhGiaptil hknlipns IrceoYsklQpggnkrsulea.c CarnPllano Mamod Ewuaden Report from a Coll c•timh d: C.gf A. Mari a Meting Om Florida Registered Avehhea ors Licensed Florida Professional Engbeer ?WWAlt]Peaduers Duchy A,-- A--,dfm Uaa AWravad for Use tggat3 Did- Sad a Pdal rod 11 MoNumber a Mum fig oriptig4 Cavact tbgiralon Doe t1 HVNZ Outside NN1Z R Pressure amWoduet M.dd. lamb. or N.ro gLB>I$gaaie cavrea Emeallal Oda 8�l➢lYet Amovm fin use ti09N'd 17191� Iftifi ; gp Bogdan pressuct Mutons Itt NI Doors and Ordeals PJuminum Musa s OSI28/2028 Yes Yes Yes WA 2 5784 Vertical Aluminum Mu11m 123r2024 No Year Yee N/A 18 17 p. ThermaTru Flber•CWwic and Smoath•Star 1 Thermal Fiber-Clessic and Smooth -Stir Sideliti (Inakvirg/Ournota : AD, OX or OXO configurations) Nominal SquotNon•Impact&quo; GWed Composite, Edge Fiberglaes Double Door vMil or Without Sdetites 0nsailg/0utsial X(or OXXO configurations) Nominal 8&439;8&quotNon•Impad&gLmt; Opaque 1Ml ii 022 12131 Q022 No No Yes Yes no, No NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail POP 1 di tle2@t Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pax 2 a2 10AM21 Composite Edge Fiberglass Single Door with Transom(inswfrg/Outswing; O/X configuration) - _ - - - - -- - - 18 r. Therms-Tru Fiber -Classic and Smooth -Star Nominal still &qu"on-Impaa8quot Opaque 12131I2022 NO Yes No N/AQgo Entity off! �t £g.9t E� r2RE aft �a peaana go CompositeidielEdge Rherglass Sing/ Door with Ike VnismBD try C_sa91. EndMer a Liemna YNdNed av Submipat FBC Am w (legp-g AbOIE IYa! YatL9D Manuf eWr. 990tM'd Fa�tN.&Lira�e Validated Sw YWIiWfH !tom FBC Amrawl EaO�ea 0delife(s) and Tmnsam (in ewringlOu4iYing; OIXO: O.rO%or 010X0 eanflguntians) Revision 2020 James Hardie Building Products, Inc, ChadDlaeks V. Mdrew Ten John 8oubiard, P,E. 01N52021 12/142020 O1ge2021 ding FBC Appr, Ra�Asbn 2020 Ail Nick Thompson Lynda F. rehmkt, P.E. Ry n J "g, I o2n52021 02M WW21 02QM021 04AW2021 ApprMd 19 a Thermo -Tit Fbwr Classk and Smooth -Star Nominal 8&4M;8&quctNon-Impact&quot Opaque 12131f2022 No Yes No NIA CM.tral Panel Walls f909) 545-8360 PE81802 (352)31rM-252S Cat.": Panel Wall. (330)922-2388 PE-43409 (613) 761 Composite Edge Fiberglas Single Door with "Caagal along chad.dk+rcksoamesh.d ssbedell Sent. nthanpson@elade.can ShWi/{s) on-Ang*.tssing XO, OX or OXO Compliance Method Eweuadon Report tom a e.00m Ca 11-N.M d: Evdude n Report from a Continuous Head and Sill cor iguretell Floods Registered Ardhnwt We Uesersed flags Flodda R g ieleme Ardiilla a Licensed Flood. 20 t Themes-Tru Fiber-Ckssia and Booth -Star Nomma188ar3QO5quet;Non-Impaet&quot Opaque 12131/2022 No Yes Mo NIA Prorenlme Engineer Professional Fspneer Composte Edge Fiberglass Single Door with Avduota SSdelikel InswinprOutowl XO, OX a OXO Pj�i]1f2.Ra Continuous Head and Sill configurations) Dual Asauraws Approved fa Us s Approved fa lore t� �1 Arain14VHrUse Aemovadisth. tg9art ae� 21 u.Therma-TnFlber-Cksekand Smooth -Star Nominal s8a38;88gsv>XNan-Impaut&quotGlued 12f31/2022 No Yes No NIA Asak Product Mader. Numb. a Mazne Product Deserbtbn caNract Exoeellal Data n1111Rf7. Ou1dG NVNZ IS4 I'.dCt aMa Pr.Wwt Mudd, NUM.. Mehw willlforriall0 Product bwrlMlon Cortrad Erdratlon Dot• h XVHt Ouldda HYIIt Raddmx Prufuro Composite Etlge Fiberglass Sang/ Door with Sidenal ( rs,WhgtOutswlnp; XO, OX a OXO 1 Chiral Lisp Sidng iti -cement lap siMg Iminon Yea Yes NIA WA i is, a4ta2T&pwt Sofa Vent a' Sold Vi l Sol 17) 12023 No Yes No WA Continuous Head and Sill cornfiguratiom) 2 Hwelvil k Lisp ading iba-eemant iap ekaig 12/312023 Y. Yes NIA WA 2 G aqud;W1fimi T4&qua: Soso Vent or Salld Vent sera 12131rM3 No Yes No WA 22 v. Thertre Tru Fbar -Classic and SmoctMScar Nominal 8WO:08iqud;Non-Impact8quot Glazed 12/31/2W No Yes No N/A 3 c. iqual.Graso r Vintage Beeded81J3g'. Sofa Vent or Solld Val Sat 12/312023 No Yes No WA Composite Edge FiberOkss Single Door with 4 d &qud:DS&qud; Sol Vent -Sold Vans Sea 12/3 =3 No Yea No WA S cIalkell (InswfngfOtrtawirg; KID, OX a OXO 5 e. hqud;Chader Oakdq of Sol Vent or Sclid Vkyl Sat 72/3112023 Ne Yea No N/A Continuous Head and Sill configurations) 6 f. 8ouct:supar Spen&quPl; soffit Vent ar Sdid V.ryl Satre 12f312023 No Yee No WA 23 w. Therrna-Tru Flier-COssb and Smooth -Star Nominal Slia IlIqua;Non-ImpadBquat Opaque C Fibs M6y Doc 1273112022 No Yes No WA o te Edge ig r Sdelki gnsvringlOutswig; XX, "i or XXXX configurations) 24 X ThermaTfu Fiber-Oasrric and Smooth -Star Nominal88430,08qucKNon-Inpacl8quot Opaque 12Y31/2022 No Yea No WA Composite Edge Fiberglass Door Panels with Vented S laite(>hl pnswfng+Outavrtg; XX, XXX or XXXX confguratans) 25 y. Thisinna-Tru Fiber-Clauloand Smooth -Star NOMIMI 681 &quOt;NOn-Impaet8quot Glazed 12131/2022 NO Yes No WA Came- Edge Fibemlan Door Panels WNh Vented Sdetite(s) Qnsw illbOularwig; )M XXX a)O= Rorida Department of Business & Professional Regulation Peas, a i Florida Dept rtrnaM of Business & Professional Regulation wag i ell oonfgurations) Building Codes and Standards 108021 BLN&ng Codes and Standards 14rm21 26 zThernra-Tit Fber-Classic and Smooth -Star Nominal $&A39:08quotNon-Irrpactill Glazed 1211 No Yes No NIA Composite Edge Fiberglass Door Partials Wbh Vented SldaDa(s) gnswAnglOulswig; XX XXX or XXXX Product Approval Application Detail Product Application fOnDetail conngurationa 27 a. Thermal Fiber -Classic and Sncold -Star Nominal 88dM99:88grJotNon-Impact&quot Glazed 1WI12M No Yes No WA - compodte Edge Fiberglass Single Door with 3&M;O Sdelitial (InswmglOutswbg; XO, OX a OXO ir.4t! Enikv ar loot 20 Daer send, alit Emayor Rt ?at Cut Partial 20 26 zb. Therms -TN Fiber-Oeesic and Smooth -Star configuradone) Nominal Still8uccNon-Impadilzil Glazed I2/31r2022 No Yes No WA Syat VINI Canted indou i.LkAm Validated av F&C A-,,,[ A,-,,dIxaE vassio1 �88 Conrad Endu nal uma y y ( F&C Amrovd alumCompositeFlberg/sa Double Door with Re.mor, 2020 TANI awing Products LLC Kem Eden Robert Nkrtill Jdln W. Knezevkh, PE IW42o20 09292oW 10AXI 12n512020 Apprall Re4sion 21 L.V. Tnarpsm. Inc. doe Thompson Architectura Tony Christman Zadhary R. Priest Steven M ninth. PE 0an72020 09M fl2020 09222020 12AIII 0 Apprtaed 3&439:0 Sideltass 0nawin9101+trYAng; OXXO consul Feeling (417)624-OW PE-59166 fall 772.8224 McWs Company(7AMCOi (813)246-3458 PE-74021 j717)3174454 29 rc. Therrinal Fiber -Classic and Smooth -Star Configuration) Nominal 0&11 SquctNon-Irtpad&qui Glazed 121 022 No Yes No WA SWiCstagop: Undengments kmn_eOanQtamko.com Category: Roofing 8WICaapory: Raotng Accesealea a are an ton g.com yoaometataan Composite Edge Fiberglass Single Door with 3&09.0 Compliance Named E-nium on Report tan a Integral Part athe Real System Sic elites) (I nswing/Outewirg; XO, OX a OXO Flows Regsterad well or a Licensed Florkm Campllenes Method Ewuatim Replan tom a eonfigurabona) Yes No NIA Prdesaiand Engineer Flexible Realstame Architect or a U-sad Florwa 30 zd. Themul Fiber-Oame and Smooth -Star Nbmnal8&43b,08quottill mped&quot Gazed 1213112022 No Professional Engineer Composite Edge Fiberglass Double Door with M.2328,farlaroducts 3&439;0 SIdelles(Inswing/Outewmg; OXXO Ouamv Assurance Anrowd for use Aogg2dtn LIS limead gagm ILailM"S$ducts 31 ze. Thmma-Tru Fiber-Clasletc and Smooth-STar configuration) Normal 781g9;0&quotNon-Impa#BgWt; Shaker 12/3112022 No Yea m NIA AEproduct Model. Numb. or norm. 9& product 1&.HVU outside.tom: flflkiant Isrseure ,QuWM(,Amoral AOerowefor Use Approved ra Use Mail t Dedw Series Composite Edge Glazed Fiberglass Single 1 TAMKO Root Underkyrnermts (HVHZ) Raarundediymants for use m F I HI 08292023 Yes No NM WA AMA Product Mded.xunn.mMame Lg p Corona Em3wdim,sew 1, HVHZ 2WAWLt i ReelibbK POssin Door with or without 1 &1 Sdelda(s) lulsdotil i TAII Flat Tgp Oil-R all Vent with Bent for Tic 28 ga. static roaramlda emit bate 09,0912026 Yes Yes NIA WA Onowing(0utswig; X. OX XO or OXO configurations) 2 TAMKO Roof UndeMyments(NON-Hil Fact undedaymanh for use h FBC nm44VHZ 0&292023 No Yes NIA WA 2 TANICO Gooseneck Vent 26 a& QQ"2ow No Yes NIA .01-525 htrdcuons. 3 TAMCO Off -Ridge Roar Vent v4N Barb 26 gal tale roeyetdkta wan integrated bans olsol 028 Yes Yes NM WA 4 TAMCO Round Top 011-RIdge Vent with Baifie fa nit 26 ga. state roirivemlktor with baffle 08l092028 Yes Yes NIA WA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL# 5259-R31 11M Version Manufacturer Contact Engineer Validated ev Validated Submitted Rini lnQ. ARproved Approved Revision 2020 POLYGLASS USA MauryAlpell License John W. 10126Q020 10I22/2020 FBC 12/152020 Category: Roofing S9542331330Smalpert@polyglass.com RobertNieminen Knezervich, PE ARRMI9 Subcategory: PE-591es (954) 772.622.4 11/0112020 Undenayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#52911.11i Products QualliValitrrenca Approved for use Ag2rNOytld for use Ira= Donlon fey# Product Model, Number or Name Product Dealer 1poll contract Expiration Date in WHZ Oiaskis NVHZ $Qy(9jay Pressure 1 PolyglassRoof Underbyments Rootngundedayments W212D22 No Yes WA 4N/AF822a 1 Polyglass Roof Undersyments(HVHZ) Polyglass roof undenaym ents for use In FBC12r2312023 Yes No WA WA HVHZ jurisdictions. 2 Polypass Roof Undelayments (non-HVHZ) Polyglass roof untlenaym erts, for use in 12123R023 No Yes WA +NIAI-822.5 FBC non-HVHZ Jurisdictions1 Polygiass Roof Un iedayments (HVFiZ) Polyglass roof underlaymerts for use in FSG 12'232023 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underlayments (non-HVHZ) Potyglass roof undenaym eras, for use In 12/232023 No Yes WA +WAi-822.G FSC non-HVHZ JurisdkUom. 1 Polygfass Roof Undedeyments (HVHZ) F*glass roof underlaymeltts for use In 1W12(1 Yes No WA WA I junsdictonr. 2 Polyyass Roof Underlaymems (non -Hi Polyglass roof undedayments, for use In 12A32C23 No Yes WA +WAJ-1322.5 FBC nnn-H VHZ jurisdictions. 1 Polyglass Roof Underfayments (HVFiT) Polygiass roof underlayments for use In FBC121 12023 Yes No WA WA HI jurisdictions. 2 Polydass Roof Undedayments (non-HVliz) Potyglass roof underlayments, for use In 12232023 No Yes WA +WA1-622.5 FBC non-HVHZ jurisdictions. Flonde Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 d 2 t0i%1021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 2 Ill Page I al 1aymi north' or an Pas Deli Paodl Re TV- Vwl Yanulastur. camel &yM-&Uwa VWkbtW BY vaidMW auhnMad P&C Amriel APWW d till %4M 2020 Flaids Meta Products Inc. Clan Jones James L. Bather. REQ Stevan M. Urkh. PE 0127/2020 09r2s2020 104411 lZIM6" 020 Approved Cate,ril RoOlnp 1904) 783-4400 CHUCK Snpneemg (717) 317-11454 SMCdepory: Reams Atassion. that are. PE-31242 Integral Part Raang aydem Oserpli.ge Method: Eduatim Repel from e Fa lda Registered Nehitect or a Licersed Frond• Professional Engines Oueav Asarala Anoroved fa Use Approved fa Use 11IMM J 99" PrOduet Yodal Nunh. a Hama CMtrara Explr.len Data In I Reraura 3 3-FLAh1(ABquet"O-Ridpevsn&quit: Aluminum Ripe Vans for pKNtedrooh kptea/d 11/312024 No Yes NO WA from (LUF Aluminum Florld® Department of Business & Professional Regulation page I aI Florida Deparbnert of Business & Professional Regulation pogo I d3 Flor dal Department of Business & Professional Regulation Pege I a 1 Building Codes and Standards Building codes and Standards 10=1 Building Codes and Standards 25 razz Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail G4Sk Ill Or 20 29a Dag fWhdm 20 99tt _ - - - - _ Ark 291 Imo sonfirw 20 Code Entry or Date Data Date Pending Date jYBe yersjgg itaximal canted BLb id d FBC Aor mid 8ga91 d Version SmufecWr. canted Validated aV yyidated Submitted FBC Ammvd version Mimuf&EturW Contact Enamel & Licence Validated By Yalidatedl Submitted FOC Approval Approved $mile Revision 2020 Lem- Kamm Jai James L eudmer. P.E. Steven M. Uncn, PE 11232020 11232020 llrm 20 drill FBC Appn Revision 21 Baal R..Mg AnrWson Rake LAPNO Unit- Ewluelbn Gary W. Will 191 1 W21i 11,051111 Appeal 2 Rev2020 Global Global Praettlen Products, LLC. Tim Robinson Waiter A. Tilt Jr., P E. John W. Kneravich, PE D910B2020 0900B11(2D 104)V202L1 12n5/2020 Approved Carla Rol 111981 PE-31242 (717) 317-8454 calarl pang (801)380-6091 Str4ea LLC (205) 65 -CM Catival : Shutfas (954) 869-7545 PE-44187 (954) 772,8224 aubcatagerl Reams Accessories that we en kelleyalo enmcan eWCatarpry: Roofing Tits RObinMde"Qbtral.cn Subcategory. Stomp Panel. tim,robinsontigpperacom Integral Part Dime Rol 9 System Complex-Mebud: Ekdualm Replan from a m Compliance Method: Evaluation Report from a Compliance Method: Einfin ion Roped toms Product Eroluetbn Entity FloridaRegistered RrohiMd or a Licensed Florida Florida Reeste sdArehnecl a a Lica tied Florida Professional Engineer Professional Engineer FL_ _24h2 welt- FLlt3a96-Ra.Prodotla Oudav AnaMwe Amrowd fin Use Approved fin use AMA Prom a 11al Nurstar or Name plebrer D.scrioUm In 14VRZ outerr Will get P-, Quality Assurance Agorovad for Use Aopmveg ior Use Impact Deall hWn Amffuxt Approved fa Use Aoortwed for the Impact olwm /6 Saxony - Shake. able, Country gale, So Old F_nglisn Flat Pro9k-Calmar, CO 12nl=o No Yes MIA WA San a Product Model. Number or Name Product Daamlistion Contract Expiration Data In HVHZ outside HVHZ Radhisam ProuIO $ag.A Loam. a 9a& Rae 1&tNo 4idalY. tiasiaem 2QSMu ihatdi sump; snpact 1 20 Gape Odwnized Steel Storm PargIsAHYFiZ Compared Galvanized Steel Scam Panels retained 12/31I2022 Yes Yea Year N/A 1 Deek-Ai'r DA-4 or tR4&1iN Daek•Alr QAJ Lae• Prose, PdyproPykne Pkdk, Roof Vent 1211012025 No Y. tko +97.5F97b 77 3exmY800-gMe. Snake &amD: Split Snake Fit PrMk-StaeMm. C t 1221/X20 No Yea NIA WA by provide hurricane protection. or not tratdcs to Mitchell Attached to Pyuood Deck. is. Saxony 900-Seel Shake &amp: Split Shake Flat Pral- Ill CA 12/312020 No Yes NIA N/A 2 24 Gage Galvanized Steel Storm Parkeltut Z Corrugated Galvanized Steel Storm Panels retained 12i31I2022 No Yea Yes NIA 19 20 27 Sumy 700-Shake. gate Awl Split Shake Saxonyy 700-Shako, Sim. Itil son shah. Taps Eql % J ore melon. Fiat Preak-Steel CA 121312020 Flat Poole- RIatO, CA 52r3i2020 High Prolle- Katy. TX 12/31=0 No Me No Yes Yes Yes NIA N/A NIA NJA N/A WA or not by tracks to provlde hurricane pate bon. 29 Milo Low Prone - Katy. TX 12l31202o Ne Yes N/A I Florida Department of Business & Professional Regulation Pepe i of f Florida Depe invert of Business & Professional Regulation Pagel el Florida Depa tment of Business & Professional Regulation Building Codes and Standards i2si Building Cod" and Standards 1m2ce1 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail g2d2 ISO _ sistiltAr 21 2di Date Pandino 2mi 94ffi 1 rig! P.tilty ON Dice cat PMCUM off! 92i TTe Version Manufacture? Cemact Emmeer&License Validated My Validated Submitted F9CAporoval Approved Status mm We- manuteetur. SDow EFw*iENilJN Validated 3(deg IL&9mw FBCAmrawl A..Via &Finn Zak VatiDgO flmlbaalt8 Revision 20M All American Shutters and Glass Mice Barbieri Frank L. Bonnard., P.E Troy sktlw. P.E. 1028/2020 10/15/2020 1IM2020 12115/2020 Approved Ravii 2020 Alum stuan Lewis ICC EVNaatian Serylill LLC WIEkm M. Ranled. PE l al3llp120 1 D4=20 11)(Yi 11006/2020 Apprised R.,A- 2020 Criminal Concede Pfodudadnc. Category: Shutters (561) 712-9862 FE-0046549 (954) 947-0880 catpmlP, strucned Cenponens 1321) 710.33TT 1407) 681.1917 Catial 90 chitad Component SubC~Ty: Storm Panels mikebCallamerIcanshutte SWCasill Tress Plates dewis elPkeew.can � auUCAt.pOry: Products Introduced as a Restrn a Compliance Method: Evaluation Report home raGOm Compliance earned; Evaluatlm Replan San a new Tathnolapy Fiction Registered Architect or a Licensed Florida Product EwlWtbn El compliance Method: Evaluation Report from a Prde sI onal Engineer Florida Registered Architect or a Uansed Flodda Fly. pu cts FLrs18MRrPPadueg Prdnskmd Engineer Qr_ralM Aesuranr® Andmvad for Line Aoaroved for Use Jmp= DanishAet Number Product Mol beror Noma Product DrMriodon Hall Assur- contract D"raitm D ecionsiaslfelt i Ausroved ate In O for the u" WINE k ad d R"WW* Em.1- PLt rt FLlf77446 oANta Sonya Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVN2 Rasiabnt Pressum 1 Died BCGffi1p a Higher Stral M lamp; S) Mend Cc neetor Net. l Win 024 Yea Yes NIA WA 1 24ga Galvanized Sigel Storm Panels 249a Galvantemd Steal Storm Panels 12(31ill Yes Yes Yes WA 2 rrW IOCGfPlpdne Menge plate Mortal Connector Plate 123112024 Yes Yes MIA WA gal Rhwixs Yoeal MUM. M Nsma 3 4 rrW SCG/Akxrm Trulaar rrW SCG/Alpine We. Metal Connector plate kil l Connector Plate 12/31/1024 127312024 Yea Yea Yes Yes NIA N/A WA WA i Qraty Prerat or Commercial Concrete Products Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page t al afl4r2i Eret,I aft a!t a"Prisania Evict AfE Alta G;YBgam S$OE TXK Version Menuhca r Canted P Vdldmed W If*ldzewd Altaml it FBC Amrevd Agarrairsed an& mm Valli Manuftmr. Sontag [IwMe. a Llcema Yawned by Validated A1&49Ntg Fie Astral ADMVeq Ali= ReNsion 2020 MRtr Inc. Emit Walden ICC Evaluation Si LLC ICC Evaluation aervke, 0411112021 0sn 0r2021 (10112` 1 Approved ReMtbn 2029 Weyerhaeuser I Baldwin ICC Eduction Service. LLC ten Lerner, P.E. 02.021 1 11=20 021OU2021 Approved cat-O. . Souctur l Compentimi t952) 588-8835 LLC. Cdegory: Structural CarponeMs (253) 924-6478 (608) 839-3288 Subcategory: Truss Plates (2(15) 599.9wo Subcategory: Engineered Lumber Rtlxrte.ldwm(lweyalu C4opllance Named: Evaustion Report from a Complies-Muhod: evaluation Report from a ewa.can Entity Product Ewlualbn Entity FLOWAti Product EvMwgon Entry PrOauds EL412Fal at Prvdred Duchy Assurance Aaxaved fa Use Approved for Use tribal t2t&IOn Andruvsd / Use Aovrpved fa Usa MIA& 21= INA Product Modal MAMM Or Name product,DwHglgQ Cormaet Expiration Dap in I Outside HYpiLRikilli�wly- At" i Product Modal MUMM or Nut khrill 1e 1N. high simnoth truss cnnneda plate Conant Excitation Done 12n12022 In HVKZ outsidt.HVINZ Yea Yee R#swut NIA Pure WA 1 Mcrolem I Laminated Verger Lumber 03131=23 No Yes NIA WA 2 Will 18 i sups high strength was -r actor Dials 1213IM22 Yes Yes MIA NIA 2 Parial PHIL Perebt Strand tuft. 0313IM23 No Yes NIA WA 3 dal 18 16 gal husa aMaIXor plate 12/312022 Yes Yee MIA WA 3 TlmberC-tre nit LSL Lerrinated Strand Wrrb. OY312023 No Yes NIA NIA MT78NI5 78 go. Alph strength wss connector plots 12131f2022 Yes Yes MIA WA 4 TJ Pont Board M col rd Compoelk Lumber a oriented&ram board R. Board 03131=3 N, Yes NIA WA 5 MI 20 gal high strissi truss connedor date 12(3112022 Yale Yee NIA WA 5 Wasis meeuaer Rkn Board Drlenied Stand Board I Board 03131=23 No Yes NtA NiA a TILT 8. hill is g., buss ech.w. plates 12/312022 Yes Yea NIA WA ? TL20. M720 20 gal truss comnedor Pates 12/312022 Yes Yes NIA WA Code 1fS3ioD Ipanufawrer ReviYkal 2020 CAST-CRETE USA, LLC Category: Shuct-I Components SubCdapery: Products Introduced as a Result of New Technology Cwmbran Method; CwaOcdl kark a Listing ruri &t13. products §Kg Product Model- Murbar or NMrle 1 Hall Strength Cmcil Lntels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I ef 1 till EN_ya _a ior. toe Dot, pending per. Vfdded W B bm tw F&C AonmVd A-ved ate. Crsk)partho kderr ode FICCO -CER Mishit -Does BCCO-VAL 11202020 IW72020 IIWII020 ApgeAd Oi3)821-4841 (700)315.2590 gMmhO@caaaem Gan gopLK6amLmu Amman for Use Averred for the 1m01a gge1cars $12NflDescription Cotract 6muation OMe In KM Outside HVHL ROWVWI pressure 4. S. 8. antl 121neh utoo Inds (Wila 22 Yes Yes N/A WA Peel eri 1,71=1 7WtgLe[ Alt aft Deg Penditw Dot 9onrad F .&Lid Validated Br Validated Alter Jji-A-Wip( 8ga9Ylt stews Robert Girls somiA Oretnbefp John Hoy ivil 02o 12nel2020 12reWC20 one FBC AI1Pr, (813)9%3707 PE-34245 (352)5m-5311 pncsalgadortiryawc, corm AoQvvadfa Usa Amrnvedfa Usa knows ossider, Product Dwriodon caarad EWrebm Data in Outside Hill Rt !"ti4Mim Protest and Prestressed Concrae Uotek 05111 No Yea NIA WA Florida Department of Business & Professional Regulation Pagel 012 Building Codes and Standards 92e1 Product Approval Application Detail March 15, 2022 O a .allmat CIO a- O l V/ O O O W O V UL- O Cn 1E N 2. � O a� isle,/ ca. .� .� /' �^J VJ Q z z W J t --/ 0-ii C3 Call Call N ` CJ Q C C. ` W ( -� V f 1 •L n 0 0 t✓ V .= 2 O W E �J Z CIO `V 0 CL CL 0 W Cl U ICU m � Q o cu cu LU 2 ^C W z Q J SHEET NO. PA 1.1 1 (n ca N U O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/MO2o Simpson Strong -Tie 2020 FBC Approved Products Updated � Simpson Strong -Tie 2020 FBC Approved Products �pdated,2r3orzo2o � Simpson Strong -Tie 2020 FBC Approved Products Updated,2r3otzo2o Q 0O OL ® For direct Inks to all SST approvals listed below. CLICK HERE For direct Inks to ell SST approvals fisted below.. CLICK HERE. For direct Inks to all SST approvals listed below. CLICK HERE - , , - For diced links to ell SST approvals listed below, CLICK HERE Cliof1 LL For additional information regarding Honda's Statewide Product Approval System and Maltti-Dade County Notice of Acceptance (NOA). CLICK HERE. + For additional imamebon regarding Flordss Statewide PrpdUCI Approval System and Mom -Dade County Notice of Acceptance (NOA). CLICK HERE. s For additionalinnformabon regarding Flbrlde'S Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA), CLICK HERE. a For addrionai Information regarding Florida's Statewide Product Approval System and Monti -Dade County Notice of Acceptance (NOA). CLICK MERE. .� U N C/) FL#2355-R7 FL#tO446-R6 FL#1)436-RS 11 HUS, HUSC series hangers Face -mount hangers avallable In widths ranging from 1.518" to 3- =3 c 9116" and heights ranging from 4-5/16' to 11" Concealed flange U gee !t Product Model. Number or Name Product Description Sgg,0 Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Descr version (H USC) available for models having g width equalto or O -L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34. A35, A44 Angles 1 ET, BTB, BTH Brick Tea greater than 3-9/16" 0 0 2 APA21; APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in wdths ranging from 1.718" to 3- 3 APB44, APB44R, APVB66, APB66R. APB88, APBWR, APE31C10, AP6101OR, APVB44, Outdoor Accents Post Bases 3 CS14, C516, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16' = Q U FLff9589-R6 APVB44R, APVB66 APVB66R, APVBl APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3 63SDS. LGU5.25SDS Face -mount hangers CID O i y- _ (� 4 APDJT2-4.. APDJT2R-4, APOJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressioniTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co O Seo fl Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stu d to Plate to 15 LUC26Z, LUC2102 Face -mount hangers -0• _ Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH6101 APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.6A, H3, H6, H7Z, H16, H16S, H16-2, H 16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- U) (1)L L- 2 SD9112, SD9212; SD10112, SD10212 Strong -Drive SO Connector Screw 6 API-4, APL6, APT4, APT6, APVL4, APVLB, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Gi der Tedown 578" and heights ranging from 3" to 10.15l16' - � O 3 SD9112SS.. SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.83-SDS, MGU5.25-SDS, MGU5.50-SDS.. MGU5.62-SDS, MGU7.00-SDS Face -mount hangers C CU I� 4/ 0 4 SDCF22434L SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2-3-SDS3. HSS4-SDS3 Heavy Stud Shoe 16 MIU series hangers Face -mount hangers available in wdths ranging from 1-9116" to 5- v / Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3 HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1JT. 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, SXP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDGP271400 11 DJT14 Deck Joist Tie 13 HTSQ18KTZ HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, 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 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/16' and heights ranging from 3-1116'to 13-314" 7 SDS25112. SOS25134, SDS25200, SDS25212, SO.S25300, SDS25312, SDS25412, Strong -Dove SIDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS2550C, SOS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. S SDS25112SS, SOS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive BIDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-Drve SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H1 OS, H14. HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light TwstStrop 6" and heights ranging from 2-5/8"to 11-114" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT UST27, MST37, M5T48, MST60, MST72 Medium Girder Todown Straight Straps FLJE10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 1 MSTA12. MSTA15. MSTA18, MSTA21. MSTA24, MSTA30. MSTA36. MSTA49 Straight Straps FL#10667-11t6 20 1_30, L50, L70, L90 Angles 22 MSTC28. MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps sea x Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6683 Pre -Bent Strapsf Product Model. Number ar Name Product Description 1 ATR318, ATR1/2, ATR518.. ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST1203, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, ll MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to W'. 3 BP318-2, BPI/2, BP1/2-3, BP5/8-2, BP518-3.. BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ: LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ. LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318._ CNW1t2_ CNW518, CNW3/4, CNW5f8-lf2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR21, LSSR2.37, LSSR256 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24", 5 GTUD55, CTUD65, CTUD66. CTUD75 CTUD76, CTU077, CTUD87, CTUD88. CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS1 B, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hargers available in widths ranging from 1-1 /2" to 3- CTUD98, CTUD99 27 ML237, ML247, ML287, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SP6, SP8 Stud Plato Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24" 8 TUD9, TU010 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLJ1211, MMLU139, MMLU131I Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUVV38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 7t8" and heights ranging from 11" to 32-1/7'. ID URS3 3/8" Upir t Rod Run Tiedown System 32 RST-3 Roof Tie -Dawn 34 T820, TB27, TB30, TB36, TB42, TB48. TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tledowm System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12. TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32" 12 URS5 5/8" Uplift Rod Run Tiedovm System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Gilder Tiedovn 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to B-718" 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106. WB106C, WB126, WB126C. W13143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32' FL#10441-R6 FLMMI-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 1f2" and heights ranging from 8" to 3W sea x Product Model. Number or Name Product Description Sea Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 X' to 8-718" 1 DTT2 Hold-down Seq # Product Model. Number or Name Product Description 1 C13H2 37x5 5, CBH2 37x7 83, CBH2-37x9.75 Concealed hangers and heights ranging from 10-117'to 26". 2 HDC10/4, HDC1Or22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DUUTF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1/4" to 8- 3 HDO8; HHDQ11, HHDQ14 Hold-down 2 OSC2R-SDS3, OSC2L-SDS3; DSCSRSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9116" and heights 7/8" and heights ranging from 7-1/7'to 32" 4 HDU2, HDU4_ HDU5, HOU8, HOW 1. HOW 4 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15116". 12 HGLTV series hangers Top flange hangers available in wdths 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-SDS: HGU5.25SDS. HGU5.50-SDS, HGU5.62-SDS, HGUZ00-SDS, HGU7.25- Face -mount hangers 1/6" and heights ranging from 14" to 33" 6 LSTHD8; LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.251325, HHRC5.373.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/16" and heights ranging from 18" to 28" 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1 81, HRC22 Hip Ridge Connector 316" and heights ranging from 5 5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51. PA68 Strap -style purlin anchor 7 LRU26, LRU28. LRU210 LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS HHGU5.62-SDS, HHGU7 DO-SDS, HHGU725SDS, Face -mount hangers 3-9/16' and heights ranging from 5-3/8" to 13-1/8" 10 PA118. PA123. PAI26, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeabfe/Skewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10 STHDI0RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS2&2 HHJS28.2, HHUS210-2, HHUS46, HHUS48 HHLJS41 D, HHUS5.50/10. Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15" Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24. TC26. TC28 Truss Clip HHUS7 25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422; Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422. THA426. THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 12 THAI1 81I22, THAl2.06f22, THAl2.1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.316" to 28" 13 THAL422, THAR422 Skewed Truss Hangar double 2X and 4X models; only acute flange isn concealed 17 HWPH series hangers Tap flange hangers available in widths ranging from 1-9116" to 7- y _- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTJ28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 37' O - 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116' to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116' tc 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange 5/8" and heights ranging from 9.1 /8" to 16' CC 17 VPA2, VPA25: VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9/16' and heights A 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 53/8"to7.14' _: 10 HUC01 8119-SOS, HUC01 81/11-SDS, HJCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS; HUCQ5.25l9-SDS, HUCQ525111 SDS, HUCO610- ranging from 9-3/16'to 13-178" O SOS, HUC0612-SDS Q C: G� 0 11 ✓ \ 0 0 0 U y� 0w Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO/2020 Simpson Strong -Tie 2020 FBC Approved Products updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3Ot2020 ®For direct Inks to all SST approvals Ned below. CLICK HER For direct inks to all SST approvals listed below, CLICK HERE. For direct inks to all SST approvals fisted below, CLICK HERE For direct inks to at SST approvals filed belovr, CLICK HERE. For additional information regarding Florda's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NCA), CLICK HERE. For additional informabon regarding Florida's Statewide Product Approval System and Marini County Notice of Acceptance (NOA), LUCK HERE. For addtional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance (NOA), CLICK HERE. - For additional irnfamaton regarding Florida's Statewide Product Approval System and Mam4)ade County Notice of Acceptance (NOA), CLrr_E HERE. 21 LB series hangers Tap flange hangers available in vwdth of 1-9/16" and heights FL#1146a-R5 18 S/LBV1.56, SILBV1.811 SILBV2.06, SILBV2.37, SJLBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3J8" to 15-118" S/LBV3. 56, SILBV3. 62. VLBV4.06, S/LBV4 12, S/LBV4.28, SILBV4.76 S/LBV5.50 6 Strong -Bolt 2 (STB2, ST92.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea Product Model. Number or Name Product Descrli lon 19 SILTT20, SJDT72Z, S1HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/18" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MS760, S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, 7HD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Dirty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avalable with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HU00210-2-SDS, HUCO210-3-SDS, HUC0310-SOS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steelor with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2. THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-tt2" 5 THGQ2-SDS3, THG03SDS4. 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HO Rod Coupler (THD37834RC, THD50934RC) Tien HD Threaded Rod Coupler fa concrete Cn 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16'to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger (THDB25158RH, THDB3715&RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1lB" FL#11473-R5 FL#13904-1115 (D 27 RR Ridge rafter connector 28 WP series hangars Top flange hangers available in widths ranging from 1.9116" to 7- Sea if Product Model. Number or Name Product Description Sggl Product Model. Number or Name Pmduct Description FL#16230-R6 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.82-SDSHDG, CCOM4.62-SDSHDG, CCQM5.50-SDSHDG. CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82SOSG CCTQM5.50.SDSG, CCCOM3.82-SDSG. CCCQM462-SDSG, Sea ff Product Model. Number or Name Product Description 3 H16, H16S. H18-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-RS 4 HE7AI2,HETAI6,HETA20,HETA24 HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT,ECCLQM4.62G-KT,ECCLOM5.50G-KT,ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesivefor rrasonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT. ECCLRQMD3.62G-KT, ECCLROMD4.82G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry sea ff Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT', ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bole 2 Wedge Anchor for masonry n, 1 ABA44. ABA44R, ABA46, ABA46R. ABA66. ABA66R Adjustable Post Base 7 HHETAI 6. HHETA20, HHETA24, H HETA40 Heavy Embedded Truss Anchor 3 HGUM5 25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9 00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete v/ 2 ABU44, ABU44R, ABU46, ASU46R, ABU5-5, ABU5-6 ASU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2. LGT3-SOS2 5, LGT4-SDS3 Girder Tiedovn 4 LGUM26.2, LGUM26-3, LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titen HO Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010. ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-Q LGUM46. LGUM48. LGJM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7-7 AC4, AC4R, ACE4, ACB, AC(l ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MS'TAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219 25, MBHA3.12111.25, MBHA3.56l7.25, M8HA3.56J9.25, MBHA3 56/11.25, MBHA3.56/11 88, MBHA3 56114, MBHA3 561'16, MBHA3 56/18 MBHA5.50/725. Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head 5 BC4, BC46, BC4R, BC6, BC6R. BC8, SC52-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111 25, MSHA5.50/11 88, MBHA5 50/14, MBHA5.50116, (TNT) Titen Turbo Screw Anchor for concrete or masonry 6 C044, CB46, CB48, CB68, C888 Embedded Column Base MBHA5.50118 ICU CBS044-SDS2, CBSQ46-SDS2 CBSQ66-SDS2, CBSQ86-SDS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56f11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, Masonry Beam Hangers 69 FL#137-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1t2" and FL#114WR5 MBHU3 55/18, MBHU5.50/9.25, MBHU5 50111 25, MBHU5.50111.88. MBHU5.50/14, W2 ranging from 3-518" to 7-1/2" MBHU5.50116, MBHU5 50/16 §221 Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCOSDS2 5 Series Saeved column caps with W1 ranging from 3-1 /4" to 9-1/T and $@9 Product Model. Number or Name Product Description 1 X34B1016.5K, X1S1016, X191016.4K, XC IS1018, XQ181016.4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with Ara L W2 ranging from 3.5/8" to 7.1/2" 1 OTT1 Z Deck Tension Tie Drill Point �\ 10 CPT44Z. CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ11471224. XLQ114B1224.2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^L 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HO3B, HD58, HD76, HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sea # Product Model. Num bar or Name Product Description 3 XM0114S1224, XMQ114B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT206, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638 Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114SI224, XQ11461224-2.5K X114S1224, X0112S1224, X011261224-2K #12-24 Strong -Drive X Metal Sent -Drilling, Tapping Screen with #5 15 MPB44Z, MPBWZ, MP988Z Moment Post Base 2 SOWC15450 SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, P646.. FEW, P866R Embedded Post Base FL#13628-R3 3 SDWH193WDB, SDWH1Q400DB. SDWH19600D8, SDWH19800DB, SOWH1910000B Strong-Drr/e SDWH TIMBER-HEXScrew 5 XU34SI016, XU34BI011 #10-16 Strong-Dnve XU Metal Self -Drilling. Tapping Screv& with 17 PBS44A, PBS46 PBS66 Embedded Post Base Product 4 SDWH274000 SDWH275MG SOWH278000, SDWH271000G, SDVVH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 FC44-16. PC46-16, PC48-16. PC64-16, PC65-16. EPC44-16. EPC46-1B, EPC48-16, Post Cap 1 SB518x24, SB718x24, S81 x30 SB Anchor Bolts 6 SDWS19800, SDWS19712, SDW522400,SDWS22500. SDWS22512, SOWS22600. Strong -Drive SOWS TIMBER Screw (Interior Grade) O EPC84-16, EPC88-16 2 SST516. SST620, SSTB24, SST828, SST834, SSTB36, SSTBI6L, SSTB2OL, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200; SDWS221500 FL#35320-RO L 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PCBRZ. EPC4Z, EFC4RZ, EPC6Z, EPCBRZ_ EPC8Z, Post Cap SSTB28L 7 SDWS22300D8, SDWS2240ODB, SOWS22500DB, SOWS2260ODB, SDWS2280ODB, Strong-DrNe SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DB 12" Product Model. Number or Name Product Description 21 PPB44-4Z. PPI344-6Z Post Base 8 SDWS22312DBB, SDWS2251208B Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB46, DSSCB48, OSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS2760OS3.. SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5. FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS2710ODSS, SOWS27120OSS 3 FPHSD34S1018, FPHSD3481015 FPHSD3461018-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Seff- Sea X Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3481214.5K Drilling, Tapping Screws CIO FL#10866-R3 1 CMST12; CMST14, CMSTC16, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6.25, SFC2.25, SFC4.25, SFC6,25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHAB, FHA9, FHAl2, FHA18. FHA24, FHA30, MST126, MSTI36, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25 MSSC2.25, MSSC4.25, MSSC6.25. Steel Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48; MSTI80, MSTI72. S/MST27, S/MST37, SJMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKVU7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30. LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MS7A21, MSTA24 Straps 43 mil (18 ga) 7 SCB43 5, SCB45 5, SCS47 5, SCB49 5, SC9411.5, MSCB45.5, MSCI347 5 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-8, GH48-6, GH48-8, GH41 M. GH410$, GH66-6. GH65-8, GH68-6, GH68- 8, GH610-6, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2115. ST2215 LSUBH3.25, SUBH3 25. MSUSH3.25 Straps 33 mil (20 ga) Bridging Connector Sag g 1 Product Model. Number or Name AS 18, AS 18S5, AS 1836 Product Description 18 ga. Truss Plates 8 9 SCS32-5/97, SCS62-5/97, SCS825/115, SCS82-5/118 SCW325, SCW5.5 Bypass Framing Connector Head-of.VWII Slide -Clip Connector r�a•� 4 GL65A, GL658. GL65C, GLB6D.. GLB7Pi GL67B, GLB7C. GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLST512, GBLT812, GLST518, GBLT616, GLBT520, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA3Q MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34131414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O cia 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78; ST6236 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, Ml8, MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016, X01 B1016-4K, XQIS1214 XQ1131214-3.SK, XQ78S1224, X078131224-3K, 910-16 412-14 and #12-24 Strong -Drive X Metal Seff-Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S1131.81, SB2.06, S1BZ37, SB2.56, S182.68, S/B3.12, SJ133.56, S1133.52, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224. X0114131224-2 5K. XQ112S1224, XQ112B1224-2K, X34B1016-5K, Tapping Screws SIB4.12, Sr64.28, S184.75, 51B5.50 X1S1016, X16101r3-4K X1S1214, X181214-3 5K Q 13 SBA2.12/8, SIBA2.12110. S/BA2.12112, SISA2,12/14, SBA4.18/8. SIBA4.18/10, Top Flange Joist Hangers Seo # Product Model. Number or Name Product Description Z SBA4.18/12, &BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50. GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HO8S, S/HD88, S/HD1OS, SIHD10B, S(HD15S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HDU4, SHDU6, S/HDU9, SIHOUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete 0-- SHEET NO. March 15, 2022 PA 1.2 11 _ III f I� r 1! Ip I I I —A 1 1!- 1 1 MIAMkQADE IIIIAW-DADS COUNTT P�71 Itd:13311e3, Inc. PGT industries, Inc. • �!a7 PRODUCTCOOL SECrrO PGT Industries. Inc. 11905 sw26 Seeet Rom _09 NOTICE OF ACCEPTANCE: EVIDENCE SIrB.WrTED NOTICE rLCC A'yCE: EVIDENCE SUBMITTED 9EPARTIIEN`rOF REGULATORY ANDECONOr1QC RESOURCES ¢iEA} Mom, 33173-2474 NOTICE OF EVIDENCE S1TBIE[TTED BOARD AND CODE ADJAIXISTRATIONDrV1SWN T (726) 315 2590 F (7W 315-2599BOARD 1. Evidence submitted tinder previous NOA .ACCEPTANCE. D. QLTALIo3i NOTICE OF ACCEPTANCE (-NOA)wwwaniaamm"e_Rov:ecosoni A. DRAWINGS B. TESTS (continued) 1_ Miat» Dade Department of Regulatcuy and Economic Rues (RFR)_ adeDL� tree PGT Industries, Inc. 1070 Techn4loLT Drh-+r, 1. Man ufachn&s die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FW__ TAS 202-94 North Venice, FL 34275 (Submitted under NOA X6.11-01OZ 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERLA.L CERTIFICATIONS S COPE: 2- Drawing No.-5570.0, titled "Vinyl Sliding Glass Door NOA W', sbeets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice ofAcceptance No. I_S- 528.14 issued to Vision Extrusion Limited for their ThisNOA is being issued under the applicable soles and regulations gavensiig the use of cvststructiontnaterials. The throne 21 of 21, prepared b manufacturer, dated 10/05/15, with revision A dated 8h P1eF Y 4) Large_ Missile Impact Test per FBC, 'TAS 201-94 -1A%ke Rigid PVC Exterior Extrusions for Windows and Doors", dated 08,� 13/15. documentationsubmitted has beenret-viewed and accepted bV Miami Dade CautAy FtER-Product Control tivuta and sealed b A. L Muller, P.E. i}4i'05I17, signed Y �'tm 5" Cyclic Wind Pressm Load FBC, TAS 203-94 ) Yc � P� expiring on 0973()<'19. be used is M amiDade County and otherareaswhere allowedbythe AuthsxityHaving Juris&ctioa(AHJ)_ 6) Forced Entry Tact, perFBC, TAS 202_94 2. Notice of Acceptance No.164920.08 issued to Vision Extrusion Limited for their ' 17E This NOA shalt not be valid after the expiration date stated below_ The Miami Dade Coin Product Coubma Sean B. TESTS along with maitke,d-up drawings and instaliatism diagram of vinyl sliding glass door, prepared 10001 Tan 202 and lighter Shades ('+don-T►llite) Rigid. PVC Exterior Extrusions for (In Miami Dade County) and/orthe ARI (in areas other thanMiamiDade County) reserve the right to have this 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No. FIT. 8,449, dated 11.C16115, signed and W"Indows and Doors", dated 12108r76, expiring on 122921_ product or mattenal tested for duality a epurposes_ If this product or material fails to pexfarm is the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalm s Ortega, P. E_ (Test report revised on 12)04?15 and 02/11116) 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for burr manner, themamrfadwwwill inrartheexpense of suchteslingandtheAHJmavimmediatelyrevoke, modify. or 3) Cyclic Wand Pressat�e Loadirigper FBC, TAS 2{13-94 6. Test report on 1) Air Infittrat;nn Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrudons for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this with marked- drams and installation diagram of l lass door. �g � � $ g � u 2) Uniform Static Air Pressure Test, per FBC. TAS �0�-94 jTr' Widows and Doors-, dated 08/13115. expiring on 09130,'i9_ acceptance- if i is determined b Miami -Dade County Product Control Section that this t or m�riai faits to ' Y � by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12U7�`15, sigma and 3) Water Resistance Test, per FBC, TAS 202-94. 4. Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, mete the requirements of the applicable budding code_ This product is approved as described heaei€r and has been designed w comply vlrifl. the Flora Building Cade. sealed Idahnis Orr P_ E_ (Test r revised on 02/15/16 and 0124/1 � � � �t � 4 L Missile Test FBC, TAS 201-94 ) � t � Inc. for their "T A.N 3040 and Lighter Shades N on -NV its PVC Exterior � � ) �M including the High Velocity Hut�ane Zane_ 2. Test n on 1) Air Infiltration Test, per FBC, TAS 2.02-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09/ 15116, expiring on 0104/21. DESCRIPTION: Series " 5570/2 770- Vinyl � Glass Door (Reinforced) wtwo 91p & 10 corners-L.'.lL.i. 2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up and installations d ofvin l sliding door, P drawings lagraoti Y dreg guess prepared 5_ Notice of Acceptance No-16-071Z.04 issued to ENERGI Fenestration Solutions USA, "Bronze :3iFI`ROS ;4L DOCL NT: Drawn Na t- 570.0 Rev B, ti3ied V Slitiin Grass Door sheets g g iLK"' 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large Missile Impact Test per FBC, TAS 201-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12,�04115, signed and seal,exi by Idaln.is Ortega, F. E._ t Test report revised oa 02,�i 512016) Inc. for their and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for R, mdow.s and Doors" dated 09/ 15116, expiring out 04,16120. maMismi-D dated itt.nDS/i 5 and last revised on 1 througl. 21 of 21, E., it 1. signed and sear by 5) Cyclic Mind Pressure Loading per FBC, TAS 203-94 7. Test repast on 1) Uniform Stag Air Pressure Test. per FBC, TAS 202-94 6. Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, stamp with the Native of bearing stamp A. Lynn Miller, P.E., bearing io :donna -De 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc- for their -White Rigid PVC Exterior Extrusions for Windows and Doors" dated Miami -Dade County Prodtrol uct Control Acceptance number and expiration date by the -Dade Cauruy Product Conurol Section along withmarked-tip drawings and installatiom diagram. ofvmyl sliding glass door, prepared 3) Cyclic Wmd Pressime Loading per FBC. TAS 203-94 O8/IG 17, expiring on 02;28/18- .NLISSILE IMPACT RALTLNG: Large and Small bkstle Impact Resistant by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106/15, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports No(s). 10-W_-792)(A), 10-06-MO527. 535753-09. per ASTMS-84, sealed by Idahnis Ortega, P_ E. (Test report revised on 01104/16 and 02'1120}16) by Fenestration Testing Lab_ Inc., Test Report No. FTL 6639 (samles A-1 thru A-22), dated AST ID 1929 and ASTMD-63 5. issued by EXOVA to V� Extrusion for cellulosic table 1 (sheet.Z) aryl table 2 sheet S for able SGD unit sines, des" reimoreemeats g) a�'C � Pam' t) 3, Test on 1 Air Infiltration Test; FBC, TAS 202-94 ) 11 /l9,''10, sighed and sealed by Jorge A Cauiso. P. E _ rSubxrittrd under h tJ # �� [ 11- c e material. glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requiremrenn in 1 l thru 16_ 2) Uniformm Static Air Pressure Test, per FBC, TAS 202-94 0107. 04 j f (Srdimirated under A O.4 No. I1-414T. t� l} 2. Rigid White PVC, Tan Stan -whirr) Rigid PVC and Oeuvre coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's rest» _ 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC, TAS N 2-94 8- Notice ofAcceptance No. 14-0916. 11 issued to Ruraray America.. Inc. for their 3. Egress operable doors must comply with min clear width or height per FBC requirement as ale 4) Large Miser Impact Test per FBC. TAS 20194 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 -`Sentry-Glast (Clear and White) Int+erbtcer', expiring on 07/E14r18. 4. Pocket walls. under separate approval. to be revieuedbyBuilding official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice ofAcceptance N'o.16-1117.01 issued to Rurazay America, Inc- for their LABEIM G, Each unit shall bear a permanent label with the maun&ctureesname or logo, city, state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Miss[* Impact Test per FBC, TAS 201-94 - Trosifolt• UTltrack-tr, Clear and Color PN B Interlayers-, expiring on 07,108.49. fallowing statemeflt: 'Miami -Dade County Product CarmrolApproVedn,noted herein_ along with marked -up drawings and installation diagram. ofvmyl sliding glass door. prepared 5) Cyclic Wind Pressure Load glgper FBC, TAS 2 03 -94 12E'4-Ei'L AL of this NOA shall be considered after a renewal application has beenfiled and there has bees no by Fenestration Testing Lab, Inc., Test Report No- FTL SM7. dated 12/04115, signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STA TEAiT NTS change is the applicable building code negatively affectit the performance afthis prxyducr. sealed by Idalmis Ortega, P_ E. (Test deport revised can 02/15/16) along withmarked-up drawings and installation diagram. of vinyl sliding grass door, prepared 1 _ Statement Letter of conformance with FBC-5* Edition (2014) and FBC-60Edition TER??l IDUTION of this NOAwrll occur after the expiration date or if these has been a revision or change in the 4_ Test report on1 } Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 (samples A-2 then A-5), dated (2017), issued by manufacturer, dated O8/14 r17, signed &sealed by Lynn Miller, PE_ materials, use, andror raamifaciure of the product or pavoess- Misuse of this NOA as an endorsement of any product, 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12106/'10, and sealed by Jorge_ Causo, P. E_ Submifed under N04 vo.11- ( 2_ Statement Metter ofno financial inter, dated (14/1 &I T issued b maanufwturer, signed Y for sales, advertising or any othaerpusposes shall automaucallyumminatethis NOA. Failure tan comply with any 3) Water Resistance Test, per FBC, TAS 202-94 0147. tfi9) & sealed by Lynn Miller, P-E. section of this NOA shalibe cause for won and removal ofNOA. 4) Large Mssik ImW Test per FBC, TAS 201-94 3_ Leader of lab compliance, part of the above test reports. ADIT-RTLSEME "T: The NOAnumber preceded by the words Mama -Dade County: Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. C ALC LTLATIONS 4. RER Test Proposal No.17-0387, dated 05/05117. signed by Ishaq Chanda, P_E_ expiration date maybe displayed in advwtisiug lilrrahsre_ If anypanrfivn of the NOA is displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 i _ Anchor verification Calculations and structural analyses, aw4)1ymg with FBC-2014, dome in its entirety. along with marked W drawings and tostallation diagraut ofm nyl sliding glass door, prepared prepared by PGT_ dated I D09/15and last readied on 02'15/16, signed and sealed by G. OTHER L1 SPECFION : A copy ultras entire NOA shall beprovided to the user b e suatrstfactnaer as its disEnbtstors and 1'Y F Y by Fenestration Testing Lab, Inc., Test Report No. FTL W 48_ dated 1'/04/l 5, sigmed and AnihonyL Miller: P.E. (SubmMed under:'�`O.4 �'�Q.) i-1'110.01). 1. Notice of Acceptance No. I3-1210.01, issued to PGT Industries, for their Series shall be available fior inspection at the job site at the request of theBudding Official. sealed by Idalmis Ortega, P_ E. (Test report r died ern O1 /O4/16 and 02r11116)_ 2. GWing complies with ASTMS-1300-09_ 557012770" Vinyl Skiing Glass Door (Reinforced) - L.M L"'_expiring on 04/14;21 _ This NOA revises & renews'_ti 0 A #20-0l29.05 and consists of thispage 1 and etiidence pages E-1. E-2, E-3, E-1, E-5 & E-6 as well as appro-val documy-rd mentioned above. Isla q L C16aada P.E. IshaqL C'haa�ds. P.E. � der, Pam. Lit 'lyre submitted docn®entt�ian was reviewed by Id mq L Cbanda, P E. Product Control Unit Supervisor� Product Con&al L:ait Supervisor P� ct Control Su Product Co 5� pcas-issai NOA No. .1-6 85.03 NO.A. No. 3I-02@+.03 NOA No. 21-0'.055.03 NDo�t�a8t IrtlnM►t to ' Expiration Dater April I4,'_026 Expiradon Date: Apri[14, 2026 Expiration Date: April 14, 2026 Expiration Date: .iprril 14, 2026 3pproral Date:March 25, 2021 Approval Date: 3farck 25, 2021 Approval Date: llfarci 15, 2011 -Approval Date: Afarch 25, 2021 Panel E-1 E-2 E-3 PGT Industries, Inc. CGI Windows and Donors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: ELTDEINCE SLSBI4IIITE1) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCTPT.0 CT: EVIDENCE SUBMITTED 2. Evidence Submitted tinder previous submittal E. MATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Q uanex Part Suzwr Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAMINGS 0-881 BTU -in/ hr--ftz-T, ASTM F 1249 W%rIR Pass: ASTM D3985 Oxygen ass. ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LW', sheets 2190 I.G_ Durability -No Fog -Pass- (Subntihed render presions :1'0_4 .Vo.1 M409 05) 1. Braving Na_ M D-S570.0 Rev B. titled "Vinyl Sliding Glass Door NOA aW, sheets 1 1 through'21 of 21, prepared by manufacturer. dated 10,05/15 and last revised on through 21 of21, prepared by manufacturer, dated 10/05/15 and last rm,ised on 02,0121_ 04,220-0, signed and sealed by A_ Lycra Miller, P.E. 6. Qauanex Part Daraseal complying with ASTM C518 Tbem.al Conductivity 2- 2 BTU -in,` signedsealed by; A-LynnMiller, P.E. hr_ fF-T. ASTM F 1249 R'V3R Pass. ASTM D 1434 Argon Pie -Pass, ASTM E with flat head_ consists Note: This revisi on nplaceznestt of same existing installatioun soar B. TESTS 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Develojmnernt 20oF in 48 brs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Submitted ander IV+04 A& 15-0409.05). 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7_ Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvmyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd_ VEX-1 by 1. None" 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submitted under NO.4 X6.15- C. C'ALCUZATIOI4S 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409.05) L. None along with marlmd W drawings and in"latioxn diagram of all PGT Industries, Inc. 8_ Vision Extrusions, Ltd. Parts complying with PVC-AAhIA 303-13_ - representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. (Submitted raider NOA No. 15-0100 05) D. QT-T.0 Y ASSLT&XINCE prepared by Fenestration Testing Laboratory, Inc_, Test Reports No-: 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior FTL-7897, PGT PW5520 PVC Fixed'Window (unit 6 in proposal), dated 09.03/ 14 Profiles for Vwon Extrusions, Ltd_ VEX-1 by AAMA Fenestration Exterior Profile 1. NL%ni-Dade Department of Regulatory and Economic Resources (RER)_ FFL-20-2107.1, PGT SGD780 Aiumim= Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program_ 2107.2, PGT CA740 Ahem Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. far E, MATERLAL CERTIFICATIONS 2107.3, PGTPW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for I_ Notice of Acceptance No_ 19-0305.02 ism d taKuraray America, Inc. fortheir PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/1320, all signed Windows and Doors", expiring on 02.O 21. "Trosirfol 1, U?ltraciear, Clear, and Color P1B Glass Inter3ai ens', expiring on 07/48r24_ and sealed by Idalmis Ortega. P_E_ 11_ Notice of Acceptance No. 18-01M.02 issued to Energi Fenestration Solution, USA, Inc. for 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their their series "White Rigid PVC Exterior Extrusions for Windows and Doors'., expiring an "Senh-rGlast (Clear and Relate) Glass Interlayels", expiring on 0 r /0423_ C. CALCULATIONS 02/2823. 3_ Notice of Acceptance No.18-1106.10 issued to Vision Exinnioss Limited for their "Brown 1. Anchor vmfication calculatwuus and structural analysis, complying with. FBC 7tk 12- Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solutiam, USA, Inc. for Coated (Painted or L2minated)1►3''hke Rigid PVC Exterior Examdons for Windows Edition (2020), dated 04/23 "20, prepared by mamufacttrer- sigma and sealed by their -Bronze & light shade cap coated White Rid PVC Exterior Extrusions for and Doors", expiring on 09130i'24. Anthony Lyra Miler, P_E_ Wmdows and Doors", expiring on 04/16125. -!_ Notice ofAcceptance No.19-1106.11 issued to Vision Extrusions Limited for their series 2_ Glazing cotes with ASTM E1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Non•-Ul dw) Rigid Cellular PVC Exterior D. QUALITY ASSURANCE F. STATE -RENTS Extrusions for Windows and Doors", expiring on 1112921. Miami -Dade Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC 716 Edition (2020), dated 04r22020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. F. ST ATE3iENTS E. MATERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufactures. dated i_ Statement letter of conformance to FBC 711 Edition (2020), dated 021OL21, issued by 1- Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their 04/1820. signed and sealed by Anthony Lynn. Miller- P_E_ mamufacttrer, signed and sealed by Anthony Lynn Miller. P.E. "TrosdoAll UTlttaclear, Clear, and Color P'4B Glass Interiayers7, expiring on 3. Private Labeling Agreement document between PGT. dated 03,3015 and *icd by all 2- Private Labeling Aft dated 03AD8t21 between PGT Industries, Inc. and CGI 07=i'24_ in-wiv d pairties. Windows and Doors Inc., signed by Dean M. Ruadc, P.E.. V.P. Engineering. on behalf of 2. Notice of Acceptance No.17-0803.02 issued to Kurara4 America. Inc. for their booth cDmpanies. "SentrE-Glav? (Clear and ANte) Glass Interlayel s-", exgiiing on 07/04i23. G. OTHERS 3- Notice of Acceptance No- 18-1106.10 issued to Viskrn moons Limited for their 1_ This NOA revises NO- # 17-0420.06(WTw)CGI) and updates to FBC2020 (7*Edidon), G. OTHERS Brown Coated (Painted or Laminated) N Ike Rigid PVC Exterior Extrusions expiring 04121/21 _ 1_ This NOA revises & renews I O.0 20-0429.05 (PIA w/CGI), expiring 04114/26. for Windows and Doors", expking on 09/3024. 2- RER Test proposals #194155 dated ill/10.'_'0 approved by Ishagl. Cbanda, P.E, expiring 2. The current associated PLA CGI file #21-0205.01, expiring 04114/26. 4. Notice of Acceptance No.1&1106.11 issued to Vision Extrusions Limited for their 04/14171 _ series "VE 1000 Tan 202 and lighter shades (."w on -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", erring on 12,129,/21 _ r � j `•. % ? `� k f i Ishaq L Chaada, P.E. Ishaq L CLasda, P.E. Ishaq I. Cikauda, P.E. Product Control Unit Supervisor Product Control UTnk Supervisor Product Control Unit Supervisor _X0A No. 21-0205.03 NO -A No. 21-0205.03 NOA No. 21-8205.03 Expiration Dates April 14,2026 Expiration Dates April 14,2026 ErWation Date: April 14, 2026 Approval Date: x1arch 25, 2021 Approval Date- Marck 25, 2021 :Approval Date. ltiarch 29, 2021 E -5 E -6 E4 March 15, 2022 ^W W —Cu > O � � .�.� U � UCL CL C U C .� Cu U -0 a- to N O M C O = a) U_ O O .0-0 E L N to .0 CU QCn Z Z W J N ((1 O Ca GI L_ LID C)- - �3- C Z� / ,s O O / CL 0 LIJ Cn L E Z co co Ca O L O CZ Q S'� U O CU L) CU m Q CL LCU LU Cll Z Z J Z Q J a_ SHEET NO. PA 1.3 mmmwa _ I I I I I -'I Ii ' " 1 PRODUCT [EVALUATION REPORT NO, 20,07290 -, 2 PRODUCT I VALUATION R£POR'P NO, 20A72Y.01 3 1 L ECO INc. TiLLIT TESTING 81 ENGINEERING COMPANY 2.2. TEST REPORTS: II. MATERIAL CHARACTERiSTLG>S AND SPECIFICATIONS: _____ Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on wATTER A. TTLLIT, m., P.E. tfltCQD@3O1.COM YE rtl. U-1.. N414T 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads p 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document P.E.D. , drawing ( ) g FLC A. Lu:.un N,,. DW17 F9 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE; 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, REPORT NO.: 20-0728.01 P.E. and Henry Hattem, P.E- 7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUBCATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and MANUFACTURER: Global Protection Products LLC. section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 48DO S.W. 51 Street dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Florida33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wafter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. �A1A 61G20.3, Method 1 D of the Florida Department of Business and P LOADS EPanel +`"" �TI(NF`% Professional Regulation. z�fLi1 NDG SSeSTStorm has been verified to sustain wind : ya`i \CENSF r.�9y: This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall bass indicated on sheets 8, 10, 14, 15, f 6,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. •-- _--,e, _ 44167 been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, - —, g* :_. -,* ? ��?,= *,."-. STATE OF * at least equivalent to that required by the Code. 14, 15, 17, 1$, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. c i 's, d"c " CORtO ,. i� �f h�''; S0.A.1..; * This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: F. a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED-' sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document VVATILL DA TILTECO ADMON RECORDS 1 P. E. REPORT. 201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PRODUCT EVALUATION DOCtJMNs(P.E�D.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANF_LI ORWO# 26.1761 REPORT# 2"728.01 Drawing No. 20-176, titled N20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P,E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Walter A. Tlllit, Jr., P,E.; dated 07128/2020. This drawing Is an integral pa,t�QJ,JP)�sr/ Evaluation Report. R 4 ri FF4a,,� +L�+,,untuNrNp,,�� ON `��+ao P0,SE........�C/j y } '' 10EN ,/ ✓,Pv, _ ; 3►: ��GENSF 1+ ,: - `�� N0, 44167 z —� �. 49167 c�''1%�i *' '*' : 74 / /, STATE OF S r �r.�. fi<OP.IDP.•' F�`� '%,dc .FCORit3 :��1 6355 N.R'. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 � ,,''Ppkfi 5�1 'AOfIf iONA` i��"t.1+`` WHH` 1 L I ECO INc. TILLiT TESTING & ENGINEERING COMPANY - - - wALTERA. CQ LIT, rR, rJ PRODUCT EVALUATION REPORT P.r L —No 4 161 1LC.ALLi No.)-D6?I9 REPORT NO.: 20-0727.02 DATE: July 27. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Repoli Issued by Walter A. Tilsit, Jr., R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 020-3, Method 1 D 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, and 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 affact its limitations and Conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E. Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an into$"1Rb+1>i5flOjf j), Is Evaluation Report. %0 %, p y '��-f$di 167 i/^ f'/ #3-" ' * * % 's $', STATE OF : A, 6-155 N.W. 36th Stint, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1,4 F p(3b�.84"t-1 PRODUCT LVA_r.L'ATEON R-rEPORT NA 2N,-o'7�7 D2 2 2S_ TEST REPORTS: Large missile Impact 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 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC 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. 1OKMA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 91 STRUCTURAL ENGINEERING CALCULATIONS,• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 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 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shatter assembly, as per SSTD 12-99 Standard. `l�ptA11rJ('"U T, , — -, _ `, ENSF '•, . ;, ->C _Arm?`_ hai 67 ' s 71's 7/ •It I'Ir g f = I.. STATE OF •wo s 4,,A' N HS �QNIi1 I0.NN`O�\ PROD 1(:T Ti VAi.L1AT10N REPORT N(1 ]R_O^i3•T M 3 5. INSTALLATION: 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, 15, 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20.175. B, MATERIAL CHARACTERISTICS 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, 20.176. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco. Inc. and signed and sealed by Walter A. TIIIR, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tfllit, Jr., P.E. (Florida License No, 44167), President of Tifteco, Inc. (Florida CA-0006719). ,µ11t10111NNh I .- * :*2 WATILL / -- D9 TILTECO ADMON RECORDS 1 P. E. REPORT.201 GLOBAL PAOff.A I P 76p017C('�[�S, Lyy���� AGE GALVANIZED STEEL STORM PANEL \DRWG#20-1751 REPORT#20.0727.QRi, -. (QRt(}P •.'�`4` '''" S,a IA; �ti��,```�a N L C/) tQ N "' U N4-5 I— I- _0 c ca-0o— .� U a)U)(2) N -0 U -0 _= -0 C N a CO 0 0 CO LL ``0 — > -_ O !� = F— CU -0 .= -a C/) C:). Q 0! E Z Z W J /.��p�� u���• COMPONENTS FOR REGULAR dt: LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s, GENERAL NOTES: e.3) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PNVELS. STUCCO OR WAND BOARDS BE FOUND ON THE (SCALE 1/2=)7 (te130 Fin %e HTAIY GLLe1E@O Wrr9. WLDWY rM1etW1 WSTING WALL wICOM SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE "NO SUCH PANELS. iW/10, 2W/10, 3W/10, 4W/10, 6/5 1 STORM PAN¢ 5NDWN ON 1N6 PRODUCT rtAL AT*N DOCUMENT (P.E.O.) HAS BEEN VERIFIED FOR COWPLV14U M ANCHORAGE SKULL BE AS YENTDIRD M 8,1) AND W 8.2)- -- - _ - -' . -_ --- - 15.I95- (TOTAL WIDTH) - - -- --- - -- - - - - -_ - - - _- 13.196- (TOTAL WIDTH) -- ------ - 5W/10, 6W/11 a 7W/i I ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE (C) 1T EXISTN0.6000. (MIN -JMM GRAVITY. C - 0.55 NM_;: ____ -- -- ---12.500' (EFFECTIVE WDTN)......- - - -. 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I T W. SU"a. INC. FORCONCRETE SEE DESIGN OM LOWS SK RE BE DETERMINED AS PER SECTION 16200E THE * IIF/1T,E IN CODE. /tt-10 PANELMATE TOLE D AND PAPELMATE PLUS ANCHORS. AS MNIUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ' - --.-..-_--_ 6 1/4 __ . - __-._ - t -_. _.. ------6.250•---- -__ _-- - _I' WIN, _.__ --_ ANCHORS:FOR MOOD SEE SECTIONS ON SHEETS 1101 So __... '�-3. MIN. FOR A WAND SPEED As RECURRED BY THE JURISDICTION WHERE THESE SHVTERS WIU BE INSTALLED AND 7/16'•�3/8- W00PER0 BUSHING. As DUS7RLBl71CD BY ALL POINT SCREW. BOLT k SPECIALTY CO.- i\I.W.. O O � I O ___ FOR A OIRESSURE RA FACTOR ICATED5. USCG ASCE T-16 AND SKULL NOT EMCEED TINE IMJf11IW (AS.D.) j ,--1.3r0 - , r1.350' 1.]SO ` , ; / ,- 1.360•_- Op}6' MM, TIKN -1 350 DESIGN PRESSURE RATINGS INOKAT[D ON SHEETS 7 /I9GU 12, ta, 5. 6, 19 ! 20. - ' 1 - _ _ - ,` ____- A {�D W ORDER TO VERIFY THE ABOVE CONORION, 11LTMATE oESIv+ wlNo LANDS DEIERYINFD PER ASCE 7-16 C.,) MININU4 tlmEAOED PENE7PAlDN Wf0 MooD OF TAPCON ANCHORS sKLALE BE 1 1/2- AND 2• FOR ELCO PANELMATE PLUS i f !' .2�yp• i]f o - A'6 ) i�o• GALVANIZED STEEL , _�, D, M.. 2O. U3 .®+® F ___T___T__T- _r__T___r__'___r - _ __ __r_T__� ___r_-r__�__r__T__�_ _T__' r__r_ ) i SHALL BE FM$T REDUCED TD A5.0. DESIGN MIND LOWS BY MULTIPLYING THEY BY CA M ORDER 10 AND PANELYAIE FEMALE D. I / O.a7E' YN. l/aat KEY11m ? !, 2.65Y , 00 HOAAM-11 " r I r i /� COMPARE THESE W/ 140A. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 Tom 12. 14. 15. 16. 19 A, 20. / , i -4 2.657' GALVAAQED STEEL EDGE � / � / ) ���� G-00 GALV EDGE ` / 4 3 4 + 6 I � I � l!) C.2) UNI W THREADED PEMETMiDN OF LAG SCREW'. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2•. NO THREADED 2-DOD. / , 11'P_ ASTM A-657 2000 .2 'i INEIALED TYP. O�.O ®' O I I I I I I W IN ORDER TO VERIFY THAT NIGIORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A JJ% INCREASE M ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIOERED AS PART OF THE AEOUOWD THREADED PENETRATION. Ar, ' 1EYYED GRADE SO MaMPY ORAe �T / / EDGE �� Lt. I I I I ® O STRESS FDR WIND LOADS 1W,5 1/5E0 W THEIR ANALYSIS, FASTENERS SPACANG TO wools HAS BEEN DETERMINED M - - -�j- ... - - - - - - 0-60 GLv. \ i - - - - - N i I I I N r,) % Ate' - W l _ _ _ _ _ L�TAII A 16.8 I ` STORM PANEL'S ADEQUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN wtao o IN ACCORDANCE WITH SECTION 1626 OF ' _ _ _ _ _ _ l ' ... - - _ _ - - _ _ . ' T I _ _ 1 1 e _'- - t. ._ I I qj i I I C ACCJDRDANCE 8. C4 MINIMUM SNao EiciSr�AN� N,NuM i0 LwN�is3WRM NO STUCCO. USED SfW.l 1 t 2• TONG 1AMIMUM 3'so• ,�-,.3)so• -'--1 1 . 1 _I_�1-_ �'.I I ._l. 1 L :1 I i Ea .P•�` --' :'-j THE ABOVE MENTIONED CODE COMAS PER HURRICANE DIMNEEPMO a: TESTWG INC. REPORTS 96-$69. 98-570 t 96-T30 AND C3) MINIMUM EDGE DISTANCE OF NAG SCREWS. INTO MOQO SHALL BE AS MOICATED IN nay DRAWING / A N .,_, -.. _. _. _ -._ J. . 1 1.-_ - 9 i^•- C . / FEWSiRAnON TESTING LAB INC., REPORTS /2032 ! J2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 - __ .----8.25D'-__.....__ .- T - _I -I . T_ r .-._ 1 .1-. • _i__ y.� `J.� .1� AS WELL Sr AMERDS. TEST LAB OF SOUTH FLFIRDA REPORT r02,9.01-OD. AS PER TAS 201. TAS 202 MID _ -- - 1 .__i _ 1 I I I i M �' 7A5 203 yTANOVD". WALL, ANL7IOR5 SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE �TNtro SUCH PANELS, ...__. - L -� 1I 1 1 - 2 all ALlHeN1A1 EXTRUSIONS TO BE 6083-T6 ALLOY AND 7OAPFR. (UNLESS OTHERWISE NOTED), SEE SHEET 2. ANCHORAGE SNW1 AS MENTIONED IN C.1 ). C.a) k C.t) •^�/ 2 i�-_ - .. - - A I _-_.f { ..i - I i I __ I A � ,-- c s) W CASE 71MT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FaWD ON T NE EXISTING 01 ,STORY PANEL © E[9D STORY PANEL I i _3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL BE NSTALLED FOLLOWING ALL OF TIE RECOMMENwnONS AND SPECIFICA71ONS OF THE ANCHORS MANUFACTURER. 11 1 2501 2.187 ' I l I - I- - - I I _ - - - - ) .�j �f ' 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 MINIMUM. G-60 FWAEL4 END LAP / - - - - � too' R O 25• - 750•..- 1//4'•-20, ,//4••-m,. /23' I ` „1' I - ( _ _ - _ I V V. ,"(• 8 PANELS MAY ALSO INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SNGMN ON SECTION J MRtXDH 10 (SHEETS 4 t 1.230• ,}80• ' 304 6DaFS 304 9101F5 - UNBOLTED PANELSiED PM1F15 W/ 1/N-TOxt- �. N GALVANIZED STEEL OESDNMnON w/N. 5a 5 b1 (AFTER ROLLED). W/ FEAeED EDGE. I .Too' e 0. i -f .T25' 59. 6rY0 RIVETED s.s. onto mt= - 1 750'- I :,� I I I 5�.5. M.S. T W 7/8' x 3/3Y fI U _ V . THROUGH 6) EXCEPT THAT HEADERS ® a ® SHALL NOT BE USED. <. SEE SECTIONS AS OVE .730- 1 TO ANCIE a io NWAF M I 1 I NGNUTS O EA RLAP V -f R.6 Wr 1 APPu7aBlE W7 3. TO AMIlE55 4 OR 116 SERIES OR CORROSION RESISTANT CANTED CARBON PER la , QC ) ALL SCREWS 8E 5T STEEL 30 A44 STEEL AS ,a t ' O.C. I I 9. rt SCULL TE THE RESPROPER N H THE CTHISSH T TO HALL ' ONLY SOUNDNESS OF 'HE CONCRETE. BLOCK WHERE SHUTTER IS tD BE eMx • �' (SEE SEC OHS AS APPLICABLE) / DIN •Dole w/ w IWi HELD STRENGTH AND 90 x4. TENSILE STRENGTH s SHALL COMPLY w/ FLORIDA BUILDING CODE � :o.OB• 1Go SECTION 2a, 1.3.3A. - ,.5D0' 1sW' _ 1 I , _ _ 8. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI SIDS SERIES STAINlE55 STEEL. WITH M bi MINIMUM VELD _ ` �. �2,1.2S• t )939" .9]9' { 1 i I - l I._�. . _ _-: T _ L =i..l. I.. _ - 1. _ -)_. I _ t _1 1 T T - f ,,y,ATTACN� rD wSUTE PROPER ANLIIORALE TML$ SNUTIEH SK(Ay ONLY BE ATTACHED TO CONCRETE, BLOCK OR MD00 FRAME - I I I Ar, ,E,alIDWGS. �- T 1 1 .- .. _. 5TRENIGRH. ,0. EACH REGUIM STOMA PANEL MIiH LFJVGRMS OVER 8-e THROUGH 12' t', AS PER $ECTONS B. 8. 9 k 10 AND ALTE1aMTtVES 8W. 0.250� •• .J7s'as• i 1. ) 125 I 1JT3)t 12?i I i I T i T 1 - '---T-, EO L: T..,3.375• 093' 09J• 003 a 000' ' I ' i9W h IOW ON SHEETS 3, 6 r la RESPELTIVELr; SKULL HAVE A LEGIBLE AND REAdLY VISIBLE MAM(pNG INSifKTMG OWNER HXI . - -i - - I I � 1 1 a .- 7 ANCHORS TO WALL SHALL BE AS FOLLOWS' TENANT TO SECURE PANELS WITH APPLICABLE REINPORCEMENT DURING PERIODS OF HURRICANE WARNING _ '' It OL T I II I I TIC I , FT .. -� < r11E "CIALLATION CONTRACTOR IS TO SEAL/CAULK L- _ I . I I I G' 'U (A) TO/D4:RTG7% GUHOR ANCHORS. MANUFACTURED A UFA TURED BY ITTURED BY OEWN,1 WC.%fW"I'<-9J000 D.x.i.) 11. THE BUILDING TO PREVENT WIND/RAN MTR'JSOH ALL SHUTTER COMPONENT EDGE WHICH REIANN ,N CONTINJOUS CONTACT YRTM ISOMETRIC YIEW DETAIL A R 2.�•26' -- , r� �3p` S" -.. i•�`'. - l • - __ _ J __I.___(__�_.._ _ I I I ' I ' <1• j _ 12 STORM PANEL INSTALLATION SHALL rDNPLY WITH SPECS INDIGIED M Has DRAWING Plus ANY BIHIDIHG AND ZONING REGULATIONS ROUNDED CORNER O ENDS Of PANEL It . W •--2.000• D.Y.. 4 + -- --I---• r-- -y -- , - - '- (1 `. IIFML R _- L.- I 1/N • . 3/4 SOUC-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT r SPECIALTY CO. PROVIDED P BY THE JURISDICTION ASH WHERE FERMI IS APPLIED TO. END UP W/ HEMMED EDGE. ® ® O _ __ __ (M,1. r,:-3000 O") 0 h HEADER O3 e� HEADER O AWA,E ® ANGLE WITH STUD ® O+O @-®� ' � o i o 0 o I 1 - { / ._, -, y - e14-10 PANELMAIE FEMALE D At PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13. (s) TINS PRODUCT EVALUATION DOCUMENT (PEG) PREPARED B,' THIS ENGINEER re GENERAL AND DOES NOT PROVIDE INFORMATION (N.T.S) 4 6 4 6 r ,%- (MAN+. V -3350 P...;.) FOR A SITE SPECIFIC PROJECT: - WHERE nE SHE CONDITIONS DEVIATE FROM THE P.ED REVERSE STUD -._3; _ 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - 3. Im - 1- ,' _„ L_ - 1/4-0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (Yc.J6GO D...i.) 1 _ --I VARIES SEE OV. iW/10. 2W/10, 3W/1o. 4W/10, (0) CASED ON TO BE RESPONSIBLE FOR /S THE SELECTION. PURCHASE AND iCONDITI TION ETAK.EMULICING T SAFELY OF THIS PRODUCT 6/5 i I w,) 10 AMR EMBEDMENT U AND t 1/4- FOR INTO POURED CONCRETE SHALL !# t 3/4'. 2' FOR PANELMA7E iEMAL.E BASED ON IONS PE.D. AT SITE THE WA NOT DEVIATE S FROM THE CONDITIONS OETAAEO lXl THIS DOCVYEM. E._� ,/ta a a/lt L*4' .- 374' SW 10, 6W 11 a 7W/1 i .-NnD ANO PANEYALIE MUS ANO 1 I % FOR CF tAP-GRIP AMICNaF CONSiNUCI10N SAFEfI' AT SITE R nE CONTRACTOR'S RESPONSBIL(TY. i _.-.1 OF TOP EOCi .096- .008.730' -/1// / /--T '' AJ._ .1fi i. _. 1�.1 �S-T..i _j--'SSFWIr,LiFD ro ____.__ __._._._. ANCNORS'FOR WOOD SEf SECTIONS ON SNEE7S IEE75 6 eT 9 _- _. _ _ - 7t390• a PANEL lea•- fees- 310• 12s' � L.A2) CALX-IN a, SOUR -SEC ANCHORS SCULL B€ EMBENWD 7/B- 000 THE POURED CONCRETE NO C118EDMFINT WTO (c) THIS PRODUCT EVALUATION DOCUUEM WILL BE CONSIDERED NIVAUO B MODIFIED. - l M;.25:; &�. t - N-.270 .806• 640' E MILE • u yr oc. • _ y C wrT oe3 37sSRUCCo SHALL BE PERMITTED. t/4• r-20 SCREWS USED SHALL BE 1 1/2• LONG MOM" SHOULD STUCCO EXIST. 625- i 1 -]_.1-=-1 _I " ` O O NO I' MWIMUM FOR WALLS WDH NO STUCCO. AND MAY K HEADED SCREWS OR ALL THREADED SCAM WIG HEAD. (d) SITE SPECRE MRO.ECTS SHALL BE PREPARED Br A FLORIDA REGISTERED ENGINEER OR ARCHITECT WCH WILL BECOME THE f671' \ " ABUTTWITH WING NUTS. ENGINEER OrRECORD (E.O.R.)) FOR THE PROJECT AND W8N0 We.L BE RESPONSe)U FOR THE 1__ _3__-_ - 1.30 R.o62• 1.671' \R 1.N' =PROPER USE OF 1NE P.E D. ENCNEFR OF RECORD. ACTING AS A OELFGATED ENGINEER TO THE fV[Rt' PANEL -- 1 .093' qEN, I.OtS' AS) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P.EO ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR KVIEw. - - T50• REGULAR STORM PANELSdAQ ELEVATION L_ �EXISTING WALL OR FLOORANCHORS SHALL BE LONG ANIRIG}I TO RFACN n1E LIMN 5TRIJCIUR[ BEHIND SUCH .07{__!. - .1 S' �.080' !._ ..._ - .) 1 ) N.T.S. PANELS ANC,IOHUC£ Swl.l BE AS MEN710NED IN wl) MID M A.2)_ (e) TWS PEG. SHALL BEM THE DATE AND ORICNAL SEAL AND SDNATURE Of NNE PROFESSIONAL N - _. ENGINEER OF RECORO THAT PREPARED IT._ .. 2.000• (B) ; E satyr �wTRT a G�n_W�, AsrN_ c-WL 7.DDD• 5U KEY HOLE WASHER tT�') W - 1/a' . iAPCON ANCHORS As MANUFACTURED on I. T. W WLDEX, INc. ,4. SHUTTER WHUFACR,ifER'S LABEL SHALL BE LOCATED TM A READILY VISIBLE LOCATION AT STORM -,�• WFW TRA0 ANGLE ® ,j/8" WFW TRACK ® FLAT PLATED 2.eT 1/4- Yin. GAP PANEL SHUTTER IN ACCORDWI CE WITH SECTION 170➢.9.3 OF FEORIDA BUILDING CODE. ONE LABEL ( ) '-, NIN pi (MN OVQ6M -1 7MHOlL WW=Y% - 1/4' • a 7/8' CAUL-W ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. rc.15W ,I .A) SHALL BE PLACED FOR EVERY CPE1eNG. LABELING TO COMPLY WITH SECTION 1709 H.2 OF THE ILOM" I". - .094' Yy-+I� tMiTH STUD 1 - I/4-r X 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BDL7 At SPECIALTY CO. FLORTA E"LONNG CODE GALVANIZED STEEL � =�"' , "'Nit 1 T(�/ T (MIN. YC-HaOo D.ai.) 11115 DRAWING SHALL OILY BE 1/5ED TO E I l a �� . ... i '.4 j14-10 PANEUMIE FEMME D AND PAHELMAE PLUS ANCHORS, AS MANUFACTURER BY ELCO CONSTRUCTION IPRODUCTS (MAN. rc-2071 p.s.,) N+„NIUIIN OBTAIN PERMS W THE STATE aF FLONDA (.- -� i.06 . 4' 'VCENSF'•:'�1/t' r CF TAP-rAY1P ANCHORS. AS MANVFACiHMFD 81' TRU-FAST CORPORATION A`jtiil A• T( .SAS•• se-• ACTS'• i/�...••••••.,!/'It9 L_ _ J Ha MAX. DAP` �A• r FLORN)A BUILDING CODE 10 h Veloel Nurrkonr Zonr {--ASTM a N0. 44167 �R,......,UB.1) BLOCK ETI OF tAPCON ANCHORS, ELCC PANELMATES M'O R TAP -ARP NNDHEIR. INTO THE coP .• 'VI- _-- * •;* a FLORIDA BUILDING CODE h Veloci Hurricane Zonr {IA)`�. EN "''•I'9 FLORiDA BUILDING CODE h V•be Numeons ZoneBLOrx JNR SHALL f£ 1 1/4'. Amin R1CW, K t}. _ ♦. _ ___ __ I -*: �:J` ••- 1 20 GAGE GALVANIZED STEEL STORM PANEL TYP. BOTTOMB.2) cALK_M t Salo -SET ANCHORS SHALL rE EMIiE1X7E0 7/e• MTo rKE cU7NCRETE mDcx uNn. No N0. 4 187 s DAMN IR .Iti2 -. � 7AMAC NICKEL • 4A, 20 GAGE GALVANIZED STEEL STORM PAMEL : 2(1 GAGE GALVAFBZEO 51iF1 STORY PAfB:IINTO 5N000 SHNL1. BE PERMITTED. `/4• •-20 SCREWS USED SHCILL BE , 1/2• LONG MMuIUM SIOu - ... /E./I•T• ptA EXz aF PARE s STATE 0 : Q PmF6 Ii1tCo. K. R!% elm6 TUKa K.Fl.�_.., MW. 1 I.ODO W' 25- -.1675 TED WI/IG NU S F P +F. _ 9 4�4167 67nvmm EXIST, AND I• MINIMUM FOR WALLS WITH NO STUCCO. IL ECO Tale. GLOBAL PRO ECCTItNN PRRDUCTS, LLC. I . _ _ ' * tt Y HOLE o,�s .�og>s?...• §F SECTION A -A=*; :* _ i�-., SiAT OF - F - AT PANEL '�. / " --� � I L E C a08AL PROTECTION PRODUCTS. LLC. DMt GLOBAL PROTECTION PROlx1CTS, LLC. RIME. Y Wulf TtS11N1r r [HNON[prle Db.VaHTY OAHL. R .W14 Ai -.. 7 _ ' f 51� a 4- Ma ,.1W-aNM.W A M1. PHONE: ,.. -T6y M (96t)gy»T �, oC) ! R P .•` L "�'�'i" „-. PPM R -,NM OWL..-,P 20-n6 ® 2'XTXt /4e-',,;,a� O 1Me. W �L E C O twc. n o0, D ,,,WIC, ALTOWTVILV. USE MND NUT W 49W S.M 61 S ( N.T.s. s "q•, [t�, ATE � -, ( ) Tea, "S", Ms -am - 7A, N t'' `N. IINL1Es A TWr N1 I.0 HM H-W r WMt1 I Dt a G-0006T,9I" I "' wI� r oY IAF '•/Iu CA-0909719 a1P1 .N-1YI -_ IYIPKNO Nc O ORt7J''.' TrJ :7 • • C4a11 INO b1PANY MK. W M ( NP a-en9eTlr ( )MIN-9»7 FF'" ..t� w,s aw o NN. Mom., wws n me rHac P64 / u1..Ra H' ALUMINUM ANGLE NDooOUW C NWSER W/ AoaT AIk 6 �?��LU a Anl 1 We OL 1"E114 20-i76 `T, 2fteem P >• a fW Aa AMMO RIAd R N,e .HOIIC- (l4NM-7!N FAX: 964 • ]/6'Av3/3Y WJA1Q (S7NILESS •w- . W m-,u . N. , rm 0. NICKEL RATED STMJ, L Sf]L/w Ar"01E/pOE WILIER A 7Y.LT lr., PE ,.A - - SHEET , Dr 26 N •• W,LTR w nUff ♦.. PL Y r,-W s >,HT ] O 3. 1 INSTALLATION INTO EXISTING DETAILS POURED FOR REGULAR PANELSCt� CONCRETE OR CONCRETE 5t U BLOCK STRUCTURES co MoenSEE Wooma I `Y CONCRETE ANCHOR TS 6 0) CRNORETE ANCDIIS (TEE Sc.EDUt CN� ., SHQIS a 1MOUCIH 9) SHEETS ETS as TNQONDP 9) EX6TRVG POURED J 1 ...E.O.-- COPKAM ANCHORS (SEE SCNmME at � 5NeL79 a 11,RO1XAH 9) CONCRETE IE LVI EXISTING POURED �-. 4 y,., ,M//N1r- N• u San _�__ COYORETE Rl°OIeREt) ''71 '.I\- 1/2• .`.1• Yln-1�4•I,- - _ S.} n , 1/2' 1' _17 _ CNIi,T „ wM i '1 ,/7• �i/4- l-, �.. : ,�Vf•:-\: �C�_ N--- l r�w -E__ _ - SaLi `. _�''PU, j PJuq[- ED. 1 __-____-_-_.._. •• - EXISIM CONCREW \ I 2 i ; * r� Ek5T9D FOLDED E-0. 1 Ln- ; I n,4 ' i .l E O WYrAEiE REOLfl�D -; ; •��. "••'•\\ ; L31 ; ; 1¢T I.�'�. Z:. <. �V�• 7 r ,'.... 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CdDRiE ANCHORS `/ /, CN - � \• � Lai . i 0.G ow SKQiS a TrDLCH r) ve YHR WR212 a TNlOUa, 9) sHE a IW DeYfs a 1IN01gN 9) sHom as ,.R& 10P 9) llfd{ �QLMLTJtlfl aSCAL�FiiE 3�/t8-11.11 GEILINfC B�ilgAlltIlNfe SGIE 3/a-••,mil li1tIL�N'TI SCALE 3/5-1• ALTERNATE HOUNTIHQ SCALE 3/M-1- T- - - - --T--- -_-- --- 1 I 1 ED. - EDGE DISTANCE I - (SEE SCHEDULE ON -'I�DI, y„�4{a,V,WPOo, I 1 I I SHEETS e k e) I To— I 1 A I I 1 T 7 3t NGTE FOR COI/BIEIATION OF SECTIONS: . I I . i WIG• ! I °iv) i 12 I/r O.C.� t111NHEAI A. r, " TOP I BOTTOM LFDIAY TO CAN BE ANY WAY TO SUIT ANY 1 INSTALLATION. ..... , •�ZER FLORIDA EXISTING PalllED'. yP . _ BUILDING CODE(11,119h VelocityNU cons Zone) CONCRETEy3/4 _ REQUIRED. 3 * : 7 = Paom u6Do K 20 GAGE GALVANIZED STEEL STORY PANEL eNeE1s a TTNaFaH� 9) \' CEILING 610,90ailmlITING * e� I*- E Y•. a1EZ=_ , oX., v: .,pFs.. onio ORION e1, PTnr/mm GLOBAL PROTECTION PRODUCTS, U.C. om IL ECOINe. .9abe.e,9,Yt ay�S/ �l�rf% r, wwo s .eeWM: NNOE: (rD4)1M 76M rp'N8s)w e,sT 20-176 a SCALE3/8-,• _ ,,NY M.--1 4.4Ras OAAr.NGN,AEA AW q-000a719 1rETT11 A 1rlR i., PL ,7-ul - WeaT INSTALLATION DETAILS FOR REGULAR PANELS n & t1%4 END CLOSUiES DETAILS FOR INSTALLATION iN POURED CONCRETE' INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONOTM SM OR MOOD pf�M11UUE[�, 09 PMaMME FEMALE W, CO.CETE MROHOAS 9/y�{-M �W.�yg VALID FOR FEMAR. UFE Sit M MO E-Z I•W�G ,((1y� PMEL. $y�jp� I,MI[L/MlE MU OR OFTM-am �\ s I (SEE 9CIF0ME ON Mtl Y ai." SEE SDQVJE ON MEET a r a) BEETS a 71O01RTN 0) .-1•.-- I' - M n. -. _ , r 1/2- W.p . rrl II/ PW a_r Hcw�M -. (T-- E.D. O I w19.c - o�''Wl°EM Wa°�APF�r_. I /�� ; _ nil ,i mP . — i1... _ U-''�CyY7 E.D. I `JuJ • ,:,oN. .,- � 1 L--0-T f y ?� 1 V -I i 1 r I t Y_ r.t' N<L.$ Q p N. t. I [X6TaNc P01WE_D 1 ' T � r .. 1 � � --_, tI-�, A d aa�i - - '; I I O COIF BLOCK I I T € ,»_ r- I ; .,-.- D. I ; J I _ _ I i I I CASE A (PLAN) OM 7,w'•"c f,N'-« • to W— r ) I _-. _..,:_- - -. -..I _- SCALE 3/te.1' s}AUWMT --- . .c 1 b-a0,t• M9 I 1 y CASE 8 (PLAN) I I ,PJ1 OF eW _.__-1-1 1 A _i 1/r SCALE 3/15-1- can" aJs .? L 1 WcmNNIi ar.. I I '/• ®• I ur aI� • �,pIO( �'Po•-w �/� I�wH. °K PPMn.P�,gN4P111oN i I ',y, win .1I nc• I a/, I, - ON `R sPPa�'t i I O I ro .Aa I Q f ,.•Alin I�WPW,7' MH r: r.A1r r I I.;I ��Ap .Vn �Nsp. P,Al ti I I I r o Mn r t R _ � ' i ME f9lNtqD Ia:uWIO1t s - \\\ ///� 1 r 1 i r ,Ai ,r.Ao mW>r+r. MIME me ,W.W 1 oa6TINC POUREDE.D. e� �� �o'.v I (PLAN) CONCRETE ® i CASE C AtL atOCN 1 E.0 PLANT pTST9C POURED _ 1 SCALE 3/1M7• " Ili IlE0110E0. .., I CONCRETE OR ) SCALC 3/16.1' ��_/���-..-_ CONCOM . ---_ / /M•,,a/ two WIN,-. 1 REWIRED. BIttK '- 1/2•11 aDLR J A PLO• rm a �FwDAw 1 1 - , - IeR. Y ®N® W WA-M OR NWOWR - _- 1 /4•-. fMe 0.G �, mI,P-CMMW iY - r11 a a 11,{p6 Anal�a tEWtE O MD AN6IJMIE ". / _I* Y-- :. iD -51 M4,e.W =4. . I :: '. . ..,, IW.a MWrrl I•IwIAe, -'O RN6 OR K TM -GRIP pi - .. _,.... ,. (�aSaco, ON ors a ndaw,. q ., 9) O m.Y.� UIL TING SECTIONS P SCALE 3/8-1- 5 SECTISCALE ON -RY1. PAn I10-~ 01YOND - 00�. P OPORK; M � V i,t 4�-.' tafNO"A__NNW - -, Pa E3IN EXISTING • MEW 1• WIDE . VINES . I/e• E.D. - EDGE dSTANCE MAIM EEDpGOEE - O M® THCX ALUM. TUBE OR I' N (SEE SCHEDULE ON CASE F ,�PLANi _ - - 8M1D STUCCO/ P.T. Y/000 MATE SPACER .� - {/7�) SHEETS 8 k 9) __ SCALE 3/16-1• 1 WOOD * j I NEW I' WIDE , VARIES . 1/8• � ALUM. TUBE OR 1- . VAM- i ND'7f IFOR CO/IBRiAnON OF SECTIONS; N P.T WOW PLATE SPACER I TOP O BOTTOM MOUNTINGS CAN BE BEHIND Twac I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) a ' , ' (SIX CONCRETE ANCHORS '.' W -' (� THROUGH 9) 111 I Celt INSTALLATION. VALE 3/1e-1• J,- OR m I - WWmI I,aanH a r. :'' '•• `� FLORIDA BUtLDiNG CODE Ni h Velocity HlErricom Zone) ,E , _ _ ,Aa 9AtE11 ,Gen ro eF lSrt .Ce o . 1 1t2• Wn. COMIORETE LLLOOK ; LOAR a MEANT »W '" .min nrero. se- FP. ON e•n .. N 3 M. REOIHREO TWOR's Neon. 44167 . s 20 GAGE GALVANIZED STEEL STORM PANEL owm B,: SECTION X-X 2 * ; * < % C ar/upom _____-_>GLOBAL PROTECTION PRODUCTS. I.I.C. SCALE 3/8.1- OF -- - am DETAIL FOR SPACERS REOUiRED AT TOP OR 1yI•', I L E C O ENc. a9D sW. 61 Slow BOTTOM TRACKS ADJACENT TO STUCCO/lMOOD BANDS si�L4LS a R10P, -� ::.'pmpo ,N"E 1aI�AMMrwi°'oM""`.a ARXII M♦ DAME. ti 33J,. 20-176 )99E-T6q. FA1C (M4)♦9-9T97 -i._ a+t NI-,L •P'LL ' ' Z,"- Y w n1i -I= Yi OaWrD W TE YYLTER w nLLA19 PL iM - 7 eKm ! a/ M INSTALLATION INTO EXISTING POURED DEJAILS FOR REGULAR PANELSP1, CONCRETE OR CONCRETE A 11-A BLOCK STRUCTURES ANc /ors• CONCRETE SEE SCHEDULE V1ESHEET °. OR 1EBLOCX c#Nc1eLDCN -OR CONCRETE X - s°NEEr T2 fFa�R cTIOMS MNCPE REIXRRED 1 ANCHORS -.. ON WEOUMLD ___91-E0LAF- } -Lro. REQl1INLD 1- W,L ---fm AULEON -' 2.6r (MN MUVAP -1 MEQE VPLLF') ,• Y . M.� tyl: SQT3CaDa.E - - Da ,. 0) ... SHMET 9) I I —r 1 ._ .._ 1 , -___- - - _E�_ —1EJ ; i -I- ., \i\ 7_11`1'1�� IF'.. I r E�- E.D. V' ED -T----. I IMIA% -- ---�'__ --` - - --- '- -I' . - - --I-- - - - - _ _ - NhyYy � I � I � --- ' HY»! iAN�WN I`a" t�Jl.1AA m t W.tl119IAgeIW1 le p H ,amAiDKaN I I w 181I�MpM[cN ,D i .!� H ,cmut ar 1 �l~ 1 '� L, e N -' 11 S 1 i t 1• 1.�1 i I a e .D i self W �•.;, 1 ear.) eO, N - 1 ' I ]l 1 ugt I ill . i - I I. -L I,/Ab--,• , ,,�.�{{ IS/S•, bats W/ g IrMOPNYT FMSI - - ( it/4'f)C.1' Ili r0.» W1 , , a �WRO MR r GC/' 1 +;1 I,/4'P-o0.i' iS5 en,s W/ - E IMND M,T to _ 1 r• i . i 1 I 1 I - OF 1- I I ,1 Lyjj 1 I : I L _. ... 1 ___,,- r} ,7, L - - I. _. _--_-_ I; ru i ._ _ -- -- _- i",--- . r :_ 1 rW V'I I I I N - - 1 1 I 50B I o�T&_i r MR O�. aAa -i DF i• ; p�I�_ - - aAN-'-1 ',, gOz - 3' NPx. a. s. A SIM WIVE 3" b1_. D-M..0.6 # 1-Wo I• Wn j� ''{ ' 1 r Yell MAX { .'' / � OF 1- 1" Yln. :,.0 MAX _._ _ _- _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9- -- ,- FOR W000 SEE SECTIONS ON SHEET /T 7 E.A. /"�N'J3' E, ED REGULAR STORM PA_►ii�ta (t';�® ELNATION �( 1/r oc ie i{-'- L.. I SALE }/]2'-T 1/4' MAX. CAP T ,. 1 _ - , 1 is -1'/4" •;:. _ 11e.. T SW' % , ,f49-20x3/P S.S. BOLT ,; W/ 7/e'd/32` WING NUT . 12 I/2 D.D. , '. --L_.. I CONCRETE ANCHORS 2.67 (MN 0,4aAP .^MDIE MNLEl) t� y _ --- ---.-- __,__..,y Ic-`9�_r,7.7■■ ._.. 1.-DD11CI1[T ANCHORS STAGISM (SEE SCHIDHAE ON _ CONCRETE _ HORS (SHEETos dl (SEE 1104mu SHHMT 9) (M I/4" NAX' _ -- _ _ _ - _ ~iP 3 SHEET//UD 0) OR E .IDCK SECTION A -A (TVD.) P�I� - MICIETf notow aOCK OEM OR orouw SCALE 3/32•-1' DIRECT AIR WALL NTIIJIG in DIRECT OUR 06 if UNTING DRE0.11111IOUNIM INSTALLATION SCALE 3/8-1• SALE 3/0-1- WALE __A A: T �� .Ir . 'VGEN '• �9X FLORIDA BUILDING CODE en h VelocityNU —no Zone) E.D. (SEE s uISTANIX LE ON NOTE FOR CI'3116e4ILT10N 13F SECTNN95: 70P AT BOTTOM MOUNTINGS CAN BE }f _ ;- No 44167 = - I * " ram I TE 0 Pie 1�°. Mc 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, I L E C O.NC. y, Y r,: U.C. PF/'/1030 SHEET 9) COMBINED IN ANY WAY TO SULT ANY INSTALLATION, g . 1 '' - P '"'r✓ Rem S,M. of Slow .,yO,t�., RID .,.TIT• / T1Lur . CO. a.Ar, FL FAX • Se, 113 ,Na a ,r WM +.Mr ,Wm,a A D,. H1ac (9e.)•w-]Sib. FAX (m4Ns-aTn 20-176 411 SP H...: slop M-1.W . u. , M-w, DWIW.w N. I NNNN•_ W WL1d w 1J,.. Pt. : M . Or m n�J W �= V M 0 L_ CL 0_ U O CL U) CIO LU Q Z Z Q ^J 4 - SHEET NO. SH 1.0 ONW,.,A. AIRE ANDOR ,OMED" ON men, aa#I n w WALL AND FLOOR BUNTING INSTALLATION FOR 1 :WAIMI ."« SPLIT PANELS H6A KE, -07A I A.l N, wNDWn MMGL016 D¢ eOUDA2 a S \L X _ wl na�mr a Mur. AIM. �AyeiYl• yI � � i-- ry�aon.��� ' __-1_ , • _art_ :. IRA I T II+ -'� ® ,ani a 6an011) '�• C -1,• '.M"' CITE 4Q TZ.AID 1 Yi ARRLAM �' (�1/aY iP/eX 6ou6 I _� r, ,' ,• r rw+m a NOT. 2 i 2 -_� _ t EOE Or WALL nwslIA a'.• O '• �. -MISS 01r Alta 1 I' ,_ -- 1 a.101nE OR avow II/leua9u 2 Mt/f i ♦.• _N•OBi/E6.. -' X -.-_� FILLED waa, Illo - 1 ® ALEV/4' 1 IN I SCALE I/4' 1• AIL t I 1 1, • W +RY �} � Nw[ MtIW 8 001t , -� �_ MANRN ,lIF 1Pi0Mr AY ae ilf0 IOaHPlNII. /0'4 ,4 R•RW L 1_ 1 `DN11 4 1 1 uF61x`WW i r oc1m OR B T OLSIN Frmkw RARam N/ 1/RA`lYQinwNM ri - - - - - - - a .NAP..+.. -72.0 ••1 MALNox 1' 2 2 AMA. ,SSE YL'1,0.• 2 A M t°W,-n ALO,T ,/2•_ ._ - /q t' . 1 3 tt"- mP a B01� ® ® --1 2• L- MAINOI WAN • TIN IALLON •O __ i I SPLIT STORM PANE STUN e SECTION Y-Y " It ELEY__ 1 i SCALE 1/1•. t' Doman 2 SCALE 1/4•.I• Pr ywplMyl SCALE TIW-t mcE a 2Li38W i TALL M IT z ,;, l �: •, 3 vR CONDITION) MULLION SCHEDULE UOA MUL1i0N SPAN (R) ' RECURRED ten. TUBE MULLION - 4 ♦--$' 2• . 3• . 1/6• t MRER��RM R) 'PII58aRE R MO uL. -T2a PA.I. Muir . 11 s. A . ALAS •ANp ,�L mSD� - W TO +36.0 phi f., 5-D7'2.0 P.•.FPRESSURE W.TNG SECTION 1 � L'�STD�i v';w�'iip'NLLErwililE oroEN`E° SCALE 3/B-!' NOTE: MULLION CAN ALSO E NSTALIID w/o STORM PANELS ON TOP ON BOTTOM 50 THAT IT IS LOCATED NT 10P OR BOTTOM OF OPENING. CONE PANEL OPENING W/ TUBE TOP a BOTTOM) INSTALLATION DETAILS FOR REGULAR PANELS(I INIO EXISTING WOOD STRUCTURES Im-n RNn+1 I� •�`Wm araO w nmLMo Wow MA7el - -- -- i1 ` y- _ , r. 1A NiR R r eA • VA w 4Pln • r ILr. •J - - - iN DOT, Roe° I,NaI N:' I , 4 T �~...-� ,. ! PtEnas � 4�... IS ^ 'Ni nrt/e• r PA•ANn , ,//Ar'r r4••a N•IoaWM - Mw'.,/r aw awn R1WP4r2 v R.r ra"art. +}-w u rP.n !1P 0lWM GIGO HdG01. :I a Ia.e RANe NtAO•L - _. :ALP A4w. � W _. • If u r aHA K _ _ `- �ay'Rs�ml'"eR wRt'P as 2 2 OWE ad R .AIARa w oaaAW r:NI Aw•Ot. I r ,/r /r a r APrw AoSA v 1' i p i w, � i i "C �y.y� DMA ; -ti I 1G • tM1 mx a• LL•. - •n+To4 i i - i �1 1 m,�r 'p, ate°° i p , _'°" a OAR ,L G w Wadi A I H w we4 MM _ f q a LIB ` i i 3 I i l 116TALL.ATNON - ALTERNATIVE 3W f $( r RPa 1/4• - 1' TRW. U �aG i m tmwe SY RPs IBM I , a.l � I I alRm 0-JI . 1 ILIA® a nwx AIAAa 1 I{1M� It But Mara , a/'Y W IRAta • r •<. - _ _-._ - /���- AL��1W , r ,eX ii+IitOm'�ie•nws R '10aMf '',o,1`LaR w' WP NMR -- -- AT SCALE 1/4- - 1• WALL & n DOTE YDlL81TLNG INSLLLATN3N - ALTERNATiYf AN INSTALLATK N4 - ALTERNA•[j� UNTM (SECTION AT TOP IS UNITED TO +554-67.0 MAX. SCALE: 1/4- . 1- ��N AS.D. DESIGN PRESSURE RATING) SCALE 1/4• . 1- SCALE- 1/4- . I• 2/rwW i ma`•ii,� I 1` 6 j r+•' .om 1NM ,ePao e.. i a NrRw AUIIm - __ ��/r�UC�•RrPaiAr.t - - Pe�11a, APD�DIWINID I[w FLOOR MOUNTING ND�; AAAHH ININA INSTALLATION - SECTION 4AW L+`L A. TI AA4aA� 9cA.E I/4• . r jVl 1. INSTAUAnONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS s 'LAP••••• P�:' ✓ "% UP TO +55.5, -72.0 p.6.f. AND PANEL'S LENGTH UP TO 6'-6'. ��; vCENS ''•.'Q .� ENDINGS BUILDING CODE H. Yekelt Hu cane Zom 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN = - PINE NO. 2. W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL. - No. 4167 $ e3mo nLTFAo, INc. 20 GAGE GALVANIZED STEEL STORM PANEL "P' DAMON ON: -�� ( iwc. GLOBAL PROTECTION PRODUCTS. LAC. o7/N/Nm NO'(E TOR COMBINATbN OF SECTIONS: ` _- a9; ST CIFW"'?7 //-� &R,N TOP k BOTTOM MOUNTINGS CAN BE $yO,r'•. FL MIDi' r'Y2,)a Do ANr IM,t FL mt./AL rMe WWr.a•ALnNMa FNGLE tp.)Ip-2515, PAc ")ACM-m7 20-176 'y�1G•S4 COMBINED IN ANY WAY TO SUIT ANY '1'rFiS'n� w:.: AR n,-,m . ti : pn _- r �A WINO M.: Y"L%.DL'nPEJD"1[ - - PE Y +r.rM INSTAIATIQN, y.....qd WNTER,i.FLORIDA Lt. I. _ _ WBRT ,O a N CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCIETE AVCDPS: SEE SCIEDIAE ON SHEET 14: (E[ SCHEDULE OH'^� -. (SEE SCHWUIE ON TOP eDw SCREW Ei SECTION ON BEET 15 1. 2!c iW//5 SHEEP tea) \ �; SIIEL1 14) ry... POURED CONCRETE 1/A 2/4, ?A/4, 3/4 aN 4/4 1. 2 ,! tw/ts ! 3; Ma. auHEo coACETc 'S00'�. REOARFD i \ .TAG• j1� • _. - , MIN. EWMED {_��;,, _. BME a"I � - _-.l._l.T.�.l'.1 __i_lTl.r1-F1� 11iT1IMR(OaP (IHIEPDR wfEwOR PAI.EL) (lV1ENOR PANG) (OK7 PANEL) 1MO�•p5Aa9fWRA wNG MX3Y IAb� 7 e a3injr i WA, SUARATION To CLAN b eTuo • Ii + o.c STUD w 12 I�o.c 1 1 1 1 • . 1 /1'AR 1' MA>MIE j w/ SPN21 cc 5/b• W,. (CASE I) - 11 I/e• MIN. ... 5�w ) Ij I` CSEE EI 1/14)I 10 iU. ,2 ,/2' D.C. (MEEDDE1, 2/EI4) � '...Na •w =' f LocAnow AT END PE TLs) A END WOOS (AE2/0) lS ,/,. , . tK7EANAn ,ArwTlDu �OB i At TWO PNEIS) ® I I I Dom ETAis I/,A l 14 lURon CONCRETE ON COMPETE �L i a 2, ) a BLOCK WALL �EAINI�Eo I �• I '': � L111111/4, 2/4, 21/4, 3/4 a 4/4 1. 2' do :1W/15 1, i 3 1W/15 uTERH KTE LOCATION { I J ON LIFE SAFETY PANEL L_ AREA W/NO LIFE SAFETY PANELS LOCATION E LIE NOTE IELAW) ly j CHALK _ - _-_. _ I.-. D E W/ OR SAFETY PANEL -. 0 (SEE NOTE , CONCRETE ANCHORS; ..r !, . BELOW) ! LAST PANEL. (t� TO E NSTALED AS (SEE SCHEDULE m Ebla• pF LIFE SNEIY 6'1F1M PANEL OPENING SMALL LOGE bR 9AB U SAT6 9E PRO'MEB w/ PEAS ING SM 5,40T 14) POUTED LOIICR(n. CD,ORIDN) TO FACUTATE NSTALATON N WRENOL OeM. REWOED _t _ '� OR REMOVED FROM INSIDE M CONCRETE (SEE '" STRUCTURE.MALLED SHOT i4) -E.D. ELEVATION WALL MOUNTING iNSTAUATION WALLANO FLQOR MOUNTING INSTALLATION SCALE 3/32-1- - SECTION i SCALE: 3/8" - 1 - SECTION 2 SCALE: 3/8' - i r1/. Law. GAP ®o" 1 1 ' 1/4- CAP NMS ON In SAFETY =ft PANF1 SYSTEM INST L ATION 1. LIFE SAFETY STOW PANEL CAN E LOCATED AS AN U40 PANEL (FIRST OR LAST PANEL) i OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS). B r IMRAIDP PAHOS. B TERNAn �� NOTE t) LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AOUACENT TO REGULAR PANELS �(�EE IA1) 1-1 oR W10 REtRIAR TRACKS.) 2. LIFE SAFETY' STORE/ PANEL CONSISTS OF 0039" GALVANIZED STEEL STORM PANEL AS .SECTION B-B PER COMPONENT , SKEET 2 O' DPAIWNG. SCALE 3/32--1• TI85 PANEL ALLOWS ITSELF TO E REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3. LIFE SAFETY P REQUIRES toP TRACK TO E COMPONENT 0 a BOTTOM TRACK TO BE COMPON l!WW�$��jjlLAs PER SHEET 2 OF THIS DRAWING. 'MIRY `"p"NA NTIujTN-�"M, r`{•..:.....• COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 2 ON THIS SHEET. AS WELL AS DETAILS I a 2 ON SHEET 14. ✓Q'4y ,y•L� •.,'( $ � �3Q?:•\GENSF ? ENDINGS BUILDING CODE NI VelocityHurricane +. Hirt. LENGTH FOR COMPONENT � 6 15". No• -a T Twm INC.F Nw. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM 5 GIVEN ON ® n * 20 CAGE GALVANIZED STEEL STORM PANEL SCHEDULES 3 2. SHEET 14. i *:' :¢ COMPONENT MAY E PERMANENT OR REMOVABLE. 5. SEE DETAILS Fi1W MSTALUTKNN INTO WOOD FRAME BUILDINGS ON SHEEN 15. - .(L ATE. �: 'Y•• pT{ p' ' • }I-- ..._..- - o'••,. GLOBAL PROTECTION PRODUCTS, LLC. a a ILT-TE C O IMF• 6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF y .+ $Ay�FS8 aL "- u'� A,AAN 4mo Sw 51 sTMET (ts4)eN-e7F2 26 SPACERS AT HACKS INSTALLED ADJACENT AND BEYOND TO 5NCC0/WOOD BANDS. LOuN.I•R �• 13,o•iP,r-,oFAa MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f..) AND CORRESPONDING MAXIMUM pMEL LENGTH 'L" SCHEDULE nMN.IN rya, Fn. wn+, it .(] Meru uerMlc AA EVSA�Nw UM ASA O m Pi,. M• IDIGiM (SEE, ) RMIfBTO CLASS m ro GJ98 PNM taNmIOM A +35A -724 ?,-v OR LESS 2 1/4• UNBOLTED , THRU b a 7 .SSA. -724 » '-5 TO r-r M4.. 2 3/A' UNBOLTED I THRU S A 7 .55.0. -77.0 26'-r TO il'-2• YA. 2 1/2- 6 .13A -AD 12'-4' OR LESS 3 1/2• • � 0. 9 a 10 90,10 W/ 1/sY-2m1• Ss. " f WOO" N OHAM A WOLOWM OF PNa1_ (VALD ONLY FOR PANELS Cie QNSTALLATIONS AS PER SECTIONS I THRU 7. ON 90M 4 A S1 MAXIM -,S.D. DESIGN PRESSURE Rem (Pi,) MAXWLW M04M BPPMW FOR ED. - 3 I/r - APPUCNU TO j t MlY61Uy PNiEl ANY COMBINATION I lEl,f)I!I 1' (AJ OF THEM TMCON a TA-G" - CJUt-w PA 114m FT3IAIE O P..UA E PLUS To COMCIETE -� l0 oONCw[,E COMA T[TE TO COMfAEfE BLOCK TO mNdETE BLOCK To CONCEIE COBLHCJET[ r N/A N/A NIA 61 R/A r AR/A e' N% I ITOR 6' v M/A MIA 8• r r e• S. S. I (BOTTOM) 6 %/A N/A M/A 6' N/A r MIA 6• N/A 2 (�) r M/- N/A N/A e• N/A v WA 3• N/A 2 (BOnow +58.5, -720 r N/A M/A M/A a' N/A e' N/A 6' MIA 3 A 4 TOP) I 7'-r m LESS OR LESS 6' 51 WA N/A 6• 6' r e' 6' r 3 (BOTTOM) I e• M/A N/A M/A e' N/A 6' N/A e• N/A T (TOP) 1 e- S' N/A N/A 6' B' 6' r b• S. 4 ! 7 OOTrmo N/A N/A 12 1/2- a 1/.- 12 1/2• 5 11.• ° ,/•' 6 ,/4' 6 1/s' 6 I/4' S (T01/WTIOM) SEE WOES 10 A I1 FOR ANGFAW TYPE A SPACING FOR NbT YLA °FIG WOOD FRAME BIISD•IO. IYMRAI ANCHOR VP"= AND MMNM MOM DISTANCE ARE IOR•NIIED ON ,HIS SC O)MUL, FOR EA. LESS THAN NCGTE° ON WED" AL'Dt= ANCHOR SPACING BY MNllRTND VACANT SHOWN ON SC,� LE If THE FOLOWI'4 FACTORS. FOR THIS ONDATCN TO E PONMK& OULCm SPACING ONDAM LMO FACTOR SHALL Maf E LIU THI, INAAA, SWCINO aWrA TED FOR EACH NICER TYPE AT AACA m Lf�, $MONR rw .-_t/1Y TAcm 1/4Y -.__- o DaDs _ t/r. _ _ _- _ 1/4'. iAiiOMloi 1/4. _..__.__ 1:AA1-N I/PP w aau9-Rr Io, Aqp WACM 00 , 1 3 3 •.�� Lyn•.I. P.J a s 3 , 3 3 ,n 3 ,n BOISL" am � R6'.NR ,• I.m ,m - fm A, - a1 1/4• LO.. 5/9, LmNO &WSS MSNWNG W/ INSTALLATION S.B. M.S.O ° "`' °`1 DETAILS FOR REGULAR PANELS �a PANY-TGLG- 4" PALL LENOPW W ro 5' AMID 6 1/1. O.C. INTO EXISTING WOOD STRUCTURES -3, ` FOR ."m C OK 11 r-r MIN. aR /ta-10 ID PLUS e PAW. ^I PAMEL21AiE FC. W" 1R THREADED I" 12 1//TT 0. C WTI), 1 i/T' Min. nMEMED pEMETRAtON ro HEADER :OR ALL LENGTHS UP - r-6' MIN. _ - _i/aY L.M sIRRnA • I..�i NRn P@[1RiRON ;� atiaaHwG +ioD�°LOiEADFA 1 4 '..I - :� 1 -�•--r'/`i/-e2yp.,sJevP°LwW J 1... 1 11 �. o• '- 1 }• I' 1 ED EO r' Ular 1 b � I I i � Rm R♦� � ,� HIADa ro6D 1•am ALTERNATIVE 1 W ALTERNATIVE 2W SCALE 3/8-1• SCALE 3/8-i" I IT - ° oFaS$1 ° i- TO C Yam/ i tea• SEPAR/,TIGN I IW IW�1'vpi 1 1 ems12 1/7• ro GLAss. 1 , ED 4__ f0 I I I EO' � I -` - _ _. - - E0 :1 EO i. . ---" I , �! I ED, EOI- 1 1/2' • Ir �, EO! 1 raOP P,AIc ROXAMa 1 1/4' J.D.. 5/r LAND BRIO BLOONG w/ ,/4Y-2o.T' ss Mi . b ,!•' ot. FOR PAN41 LDMGTHO IV ro V-r AND 5 a'•- 4' SS CHIN ra�''i/rIN3�az- 4 ce.4 Wr0 M • r a. •- RmUeED i 1/4. O.C. FOR UNG" LP ro r-5• MIN 2'n4• NLAn OB /14-10 PAME M TE PORE O OR p I PANIMMATF PLUG • 17 1/2' 0. G W I 1/•'A•uD SI:Ka • r QG / ALTERNATIVE 3W ALTERNATIVE 4W /2 LAIN THREADED POE7Lamx N NOIW0IN OF EXISTING HOOD PLAN FOR -- ,n Aa WWAAm PnMNM+%M I'..• -LATE • aRDw a nAc SCALE 3/8-1- SCALE 3/8-1- ALL LENGTHS LP ro r-e MM,DIRECT eLt>PE9 UU011tuaNjoi -OW ION BUILD -OUT I NOTE SHUTTER TRACKS NOT SHOWN FOR CLARITY AL $CALF 3/8-i• SCALE 3/8-1' tlD7ES: NHA11tNM Nr7� A a TI a A• lt{ K T s'P F .• ti IN ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS 1. INSTALLATIONS ARE 0 L AL D BU LDI -7 . F PANEL'S TH UP T 8'-8' UP 0 +55.5, 2 0 PS AND ANEL LEND 0 .• P: CENSF '., Ste: � rFLORIDA FLO BUILDING CODE (High sIDcH urN Y N one Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN = 16 's NO. cam nnm IN. 20 CAGE GALVANIZED PINE NO. 2, W/ SPECIFIC DENSITY OF D.55 OR EQUAL = ; * = STEEL STORM PANEL D w: NOTE F@ItL.TION �Ec,'�a=- `-' "'.-D�''• i $T OFOF-1 C O �Nt. GLOBAL PROTECTION PRODUCTS, LTC. DT/mDon: To pt R1D�E yy '' r 1Si iN M0 ANY 4em S.W. 5, mrETTOP OAR, PL 3331. h BOTTOM MOUNTINGS CAI BE COMBINED IN ANY WAY TO SUIT ANY F '' ��gyS�'S'� • •.R EL .r. Ar a r +M. ar,1 Ke,WM. N mw +AKIN . pRg rn•,ne . F.: o1q m-,as, F . loll 19s4)eR-e7I 20-176 � INSTALLATION. "KIN•4A/9PMDSR/'DA1F �� Art WATERS RU9 .1. Pt 7_I'1 SINLRT 11 a EF STUDS 0 C (12 1/) TO LSD 1 1 • (ACTS) END PANEL SCaEmAE /i' SC EDIAE 011 OR % S. - FOR M-411-.FOR Ma. 3' OR DIRECT MOUNT SPACING ANCHOR SPACING SPACWG DETAIL 1 :WALL MOUNTING INSTALL TION PUCABLE TO SCHEDULE_ i ) SGLLF: 3/1r - (- MAXIMUM A.S.D. DESIGN I!RESSLIRE RATING (a.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATfOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES SCHEDULE B I : (ti1 Wl WAIL IAmIlfT CONOTIONS TOH a BOTTOY W/ E.D. - 3 1J2' EnLE,, :- 12 1/2' 0. C HOLD PAVE 3/8' SPIN. (CASE 1) 3• Min. (CASE I) MAMA, NASA. PRE.SSIIE RATw° .A.,,CONCRETE TAPCON a MP-mP CAUK_ PAIIELMAR row Q AN&ARIE PLUS SECTIONS ! e cmmmKm. OF THEY LM1Ww P�WEL LOOT. v (R.) ro CONCRETE TB OXON'aEIE To to Dammam TO COIN Ri[ TO 'O BLOCK CONCRETE iDCR ATE BLOCK MDCR BLOW 8" N/A M/A N/A 6' N/A 8' N/A S' N/A t A 2 (TOP) 55.0. -72.0 9' 7• B- 9' 9- 9' 9' 9' 9' 9' i (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A 1 A 2 (TOP) +55.0 -72-0 9' S' g• B' 9' 7 1/2' 9" 9' 9' 9' 1 (BOTTOM) V-0, TO r-r +55.0 -72.0 6- N/A N/A N/A 6. N/A 6' N/A 6' N/A I A 2 (TOP) T-r TO 8'-8' IT 9' IT 6' 6' 1 (80TTOM) MAAIUM ASD. DESON PRE6N/RE RAmW 4J. I MW • 5/r r "M TO, a A" OASE 1 (SRO • r r RIOT, TOP a AMMO APPLICABLE TO SECTIONS / a COMBNATPO OF MEM MAXIMUM PANEL LENGTH 'L' (N.) TAPtON - - +49.2 -61.5 3• 3' 4 1/2' 4 1/2- 2 (BOTTOM) 7-6' OR LESS .52.8 -56.0 3' 3" 4' 4' 2 (BOTTOM) r-6" OR LESS +55-0 -72.0 2 1/2- 2 1/2' 4' I 3 1/2- 2 (BOTTOM) 7'-6' OR LESS +550 -72.0 2 1/2' - 2 1/2- N/A N/A 2 (BOTTOM) +54.0 -72D N/# N/A OR� 1/4 ! SCHEDULE E 1 ALE 'II �-INTERIOR PANEL '�-END PANEL - J" •-- I /2 FOR - ')' - /2 FOR r 3'. - Ma,. ANCHOR MIN. ANCHOR SPACING SPACING 1'-3" MM. DETAIL 2 : FLOOR MOUNTING INS LA I ATION (APP L ABLE TQ SCHEDULE 2) Sr., F. 3/16• - I" MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.S.f.) AND CORRESPONDIN MAXIMUM PANEL LENGTH "L" SCHEDULE (APPL c F ONLY M eFCT06 I A ] n FOR •r SAFETY STORM PANEL Lxreu mN 4Nu'ET 131. J, No. 44167 WARY A3II m]tlll PIESP4e RMNO trA.NJ ,Iw, rN1R L0,E11, 'L•5L� (9a EOiNOAe3 YYIAO cONI NN SEE SEEN 16 FOB ANCHORS TINE a SPApO FOR INSTA3A1016 NTA ROOD FRAM BUILDING. MINIMUM ANCHOR SPACOM AD MINIMUM BUR DISTANCE ARE IODATED ON THIS SC EGIAL FOR ED. LESS "" WDC17E0 ON SCEOLE I�{ICE ANCHOR 9PACNA 6T RLTPLvWG SPACING SHOWN ON SCEOtAE ITT THE Tpu wm FACTORS. ROTE Ties OPERATION TO E POSSM L RODU= SPACIW OBTAINED USRW FACTOR SMALL NOT E LESS THAN MMKM SPACING "Nom TOTE EACH ANCHOR TYPE AT ANCHORS LLODIO. No" 119E ,{4•• - - tAFOOFI ,/{Y --- a TAI'•4TR1 t/r• 1{4•. ,/4'! - ball-aM w KRONOR SIMMONS QL) 3 3 3 3 2 1/7 Amasn.N a-) 3 J 3 3 3 aa.•.1 IN• 0.) 3 J , ,p S ,R AWL BA ON �M FPXMR - - 3 a- - m So r FLORIDA (VALID ONLY FOR PANELS (i )A 1A) BSTALLAIIONS AS PER SECTIONS i TH RU 10. ON SHEETS 4. 5 A 6) MkOMUM MAXIMUM A 04M BICIW FOR E0. - 3 1/2- ASO. DESIGN TAPCON C1 TAP -CRP CALK -RI PANELIAOE FEMALE IB PAIII/ATTE PLUS SOLD SET APPUCASU TO SECTIONS N A MAXIMUM PANEL PRESSURE E M791G (pi,J ro COIICRf1E ro CO,CRflE BLOCK ro CONCRETi ro CONCRETE BLOCK TO CONCRETE M CONCRETE BLOCK TO CONCRETE TO CONCRETE BLACK TO CONCRETE TO CONMM BLOCK TO OO,CETE TO CONCRETE BLOCK ANY COMBINATION OF THEM lENG1N V (n.) N/A N/A 6- N/A 6' N/A 6• N/A N/A N/A 1 (TOP) 6' 4' N/A N/A 6• 6• 6. 6- 1. a" N/A N/A t (BOTTOM) 6- N/A N/A N/A 8' N/A 6" N/A 6" N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 6' N/A 5" N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5, -72.0 8' N/A N/A N/A 1. N/A 6- N/A 6- N/A N/A N/A 3 A 4 (TOP) >7'-5' TO 8'-8- OR LESS 6' 4. N/A N/A 6' 6' 6' 6' B' 8' N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6' N/A r N/A 6- N/A N/A N/A 7 (TOP) 8' 4' N/A N/A 6" 6. 6" 6' 6• S. N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4' 12 1/2- 6 1/4' 6 I/4• 6 1/4- 6 1/4' 6 1/4- N/A N/A 5 (TOP/80TTOM) 50.0. -53.3 N/A N/A 12 1/2" 6 1/4' 12 1/2' 6 1/4- 6 1/4' 6 1/4' 6 1/4- 6 1/4• N/A N/A 6 (TOP/80170M) 8'-6' TO II'-2' 55.0. -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4- 6 1/4- 6 1/4" 6 1/4• N/A N/A 6 (TOP/80TTOM) 8'-S- TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4- 6 1/4- 6 1/4- 8. 9, 10 (TOP) .8. -48.0 6' 4" N/A N/A N/A N/A N/A N/A 8' 6' 6 1/4- - 6 (BOTTOM) OR LESS 6' 4- N/A N/A N/A N/A N/A N/A 6' 8' 6 1/4' - Lfill 9 (BOTTOM)N/A 12'-4" OR LESS N/A N/A N/A N/A N/p N/A 6 1/4' 6 1/4• 6 1/4' ' 70 (BOTTOM) SEE SEE15 10, 11 AND 12FOR ANCHORS TYPE A SPACING FOR MOALLAIOG ROD WDOO FRAME BIMmO. MNDWM ANCHOR SPACINGS AND MINIMUM EDGE 0.61A10E ARE NOICAnD ON THIS SCHEDULE. FOR ED. Lffi THAN WCCVED ON SCHEDULE REDICE ANCHOR SPACING QF MUI.TPLYNO SVAOWC SHOWN ON SC$OIIE BY THE FMIOMMG FACTORS. FOR THIS OPERATION TO E POSSIBLE, REDUCED SWCND OBTAINED lN1G FACTOR STALL NOT E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGION. AICHM TYPE 1/4 j ___..___ TAPm t/4•F ..... .__._. a VP-PRP i/4'! 9/4'! i/4•! i/4'• 9iNNollI1 pums DANK -a - SOLID -ET At ANCHOR TOW" Tall 3 3 3 3 2 1/7 ] i4t dv4N. (I.J 1 3 3 3 , Out, 1 OASM• ii DA) 3 3 3 1/2 3 1/2 a 1/2 /LEEK /JL BBBE Biee� F A C 7011 I 1 4• � _ie - 3, aa�i`c4t A, t/j� l✓q z���''uCEtV lie • z FLORIDA BUILDING CODE (High Velocity Hurricane Zone N0. 4167 wwm "'ro0 FP *; 20 OAOE GALVANIZED STEEL STORM PANEL DRAWN ST. ST Off••' �{ �� •-.l{1a'PP�(j/ ... a. iL�E C 01Nc GLOBAL PROTECTION PRODUCTS, I.I.C. OfJomO 20-176 ',ss/D Zv� IYC�•,L ALSO° Lw. 51 STREET N1 R54IEM-Rm A'FrAN1F11 L yPG �'" J rr mPNJR'n,r-rRmW o,R"w ' PHN,C (°54� 76L6, DMrIO N4A ,Row,w M RRr CA-owly 1NALiG A 7alR I. PL Nt EJ4/51CHATURE/DRIE m I2-w - 51RET . a M INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES 3 A CA a T f1 14-f0 PANOMATE PLUS D.C. W/ f 7/5' �,_^ _ 1i-10 PAiEWR1E PLUS _ - .�I �. 1hi0 PANFLW7E PLUS .._� 6 i/4' iFeEA6E0 PE 9MYION To t1I0AED PI7k1R11710N TO tVo00 1FIRFi,DED PE2ETR4TION TD IXISTWffi WOOD HEADER EOSrRW WOOD NFAOF3t IEDIBRiO � �.I ExI5TB1C WOOD HEADER 9 1 _ 7JB T/I" cow Ina2" vw 0 DAM MVO WOOD NFAOEN 2' 4 ,(a' O.0 ROOD RUDER a 1/r QC 2 r { t/r OG REWMEO- - IiR 11 - REOUiREh - �^ ® sE saEmAE ON SEE scmfvAE ON sFE BOEouE w 9,1ktiH a FpP MNl SHEET a ION W. SEPARATION SHERT fD1 SE AAr4A, _ IC_ 4/•5.. _ _ TO OVAL 10 GLASS. I/4Y-2Nn' S8. MIN. PANEL LENGTH (SEE NOTE 1) ... _ NI PANEL 1/4'.-M.- S.S. • (5EF MI5 w/ IENGiH _. -- MIN. PANEL LENGTH NOTE t) 1/4Y-2DLI• S.s. (SEE NOTE t) �3 ��MI"IRAr Doll soft ( or v O MAX OF L' MAX MAX HIM • L SNNO MAT WASHER ' EA. - i. MBY SOD • • 1 m. ' '-�. i . _ N R O.C. !.. - I. .. TALC MA • E0. -.. 12 1 -_ /r I . _ L 1 Q' LAG SCREWS Y.4. 11000 PLAT€ '� ,-, I' /1h10 REOIURED - - PANEUAATE PLUS 2%4' MOOD PLATE `' ,� REQUIRED 2' 2•.4• W000 PLA MN. CTRREADED REQUIRED _-_ PENETRATION AT _ 0 - 6 1/4' O 1 Ir OF tTBEADEO VO PDNETNATION 0 WON OF PLATE I.. -- 1/4TE "0 LAG Scam 0 B' I _: _ O.C. STAGGERED w/ � H 5710 W/ 1 1{PER[7RAM11NM1 � DIRECT , - , AT MXNAM O PLATE SCALE 3/8-I' la NOTES; SCALE' 3/8-1• SCALE 3/8-1•. 1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W h IOW ONLY VAUD FOR BUILDINGS WITM ASD. DESIGN LOADS UP TO -48.0 AND MN1111114NAA NFi PANEL'S LENGTH UP TO 12'-4' +43.8. p.61. P4A''A A TI NP•tYU�...:..{%✓ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Q`r •' CEO$ ' '' PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL ,} F rIF FLORIDA BUILDING CODE (High VelocityHurrkone Zone NOT£ FOR CONBLFy1TIIN of SECTIONS, - No. 41 z _ : * E mm6 nTTm, we 20 GAGE GALVANIZED STEEL STORM PANEL * .• ofP.or TOP A BOTTOM MOUNTNGS CAN BE L� Sys �' �� GLOBAL PROTECTION PRODUCTS, I.I.C. HnM/N7o COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ''s "> •'•. F T` ,•,} �O,A. .n. t RID -- 1 Ne. OW iLLur A PIN AD `�DAW- F=wffs Date yrp uSl L`Ni1��L`�'ecR / Ar%rIN r:o "rQN•'o ,maMm�-Rwa,w R+a4: (M4MR-flss. TAR (954 r r ass 20-176 aweINa N• IN31H`9l EN/W9NAt11WJ0An OM0006712 WKIFR A nun A., r.E AW ,2-,b U.Mi67 am ,2 a 26 INSTALLATION DETAILS 1/.Y ISO SCE • Co., w/ FOR OPTION j I FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM OD H FENFT+WDN rol�XIsrING eonD HEADER r_ E OR E�WOOD - HEADER REGUIRD) { I � I wNG MET : ELEIry TWO • 12 tJr O.C. g ALTERNATIVE 1 BLjERNATIVE 2 3'JC�AL�'l^1IJLMIOaR ,t ro(ye 1T 1mr. I(MIS) /14) OFF. ,/,4) i [1 I 7R SEE I I� ID /) SIDMATiOIV ro QLAa I r EQr r I, Ea (I E01 t}t}} EO _ Oe f ED I EO' 1 WOOD PLATE 8 a^K ALTERNATIVE 3 ALTERNATIVE 4 2•`RWU I/4Y AAA samis O r D.c, W/ I t/2- OR MIN. iH'affD /41.O.H3/6' t VAM LONG0 BLDHIAO W/ & s, l PAAa Mn'FOM E 0 OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS FANOAMR PLLB . B' O.G W i ,/r MIN SUM yr THREADED PFETMnOM 10 WOW Pu1C TOTE SHAITEII TRACKS MG FROWN FDR CNrTY WALL, MOUNTING INSTALLATION TI T ALTERNATIVE 1• �� sOME: JIM - I• '3'1•�`: •• .\(J'ENS�` - `- •• '3--'- _ (ND 7 FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) NCIES *'; '� cram WOW. ING 20 GAGE GALVANIZED STEEL STORM PANEL Fr. Dom, W, I. INSTAUATIDHS ARE ONLY VAAD FOR sumumo,5 Tom ASD. ESGN LOADS UP TO .55.5. -72.0 AND PANELS LENGTH UP ro B•-r. ST 1. ''•. �'t --- +'4�F `r °'n�O70 Pat 2 TOR NEW WOOD FRAME CO6TRUCIOM WOOD MDWM TO E SOUW RPI PPE OM RiD _ ••.. T yAaF,s`SI • I G INHC. GLOBAL PROTECTION PRODUCTS, U.C. 4e60 S.W. 5t SLEET D'E N.. 2, W/ SPECPIC DENSITY OF Olt EQUAL A�'�RN TILLIT R1. ter ML C�� ALOE CI54)6NAL n. JLLNFAX:.PS.kR-sm 20-176 NNI IHI4ANA P.F. 3&4.'SOMRUEJOOOE F w ml m-na . AM. am MATFA'1A�nLLE71I.. P.E M r r ,!, Y,H•I _ t1ReNN6 r j M 9Eii ,a a U N to CQ .._. U N N 0 IL C 0 .� ca -a �- U C Chi 0 CQ � U) 0 C 0 `) 0 E LL 0 .u) -0 i_ O /`•Eve 0 L C_ 11- CIO -0 /�./,r�i �./ / Q Q 0 Q ^� V L T > Z1 ✓, O O U ' : �C- OLU CIO .�/ L CD _� Re CIO CIO CL CL Q U O U tt�� v, W LU a Z Z Q J SHEET NO. SH 1,1 - I - I I I I I I I., - 11 I I I I - I I __j I - - I I I I I I I p I I I I I I I I I 11 - . __j - -1 __ I mq 11 I L71 . - 7-- - -- - - - - - ANCHORS (SEE SECTIONS ON 94EM 17, 18. IS & 20) -- - ---. 1 3' MAIL. MAX' u/17. 4A/17. U/Ilk 31/17. 411117. so/I$, I•_M. "W/Is. 7AW/19 a &W/20 M/10. 7OW/19 & W/20 I - _1INr* FOR D.W.vW ___ -­ ­1 I ­ __..__.__________ ---.----- ­­ ­­---___­__ 6 1 0 0 0 1 0 0 0 - I , . I I i ; ;; 1 1 : ! I I . i I ! ; I I [7,11, � ,I I I � � � ] q . I ; i I III 17 --- T__-___1 --- - - ------- I I Z: MAX. � I MIN. 9 i : �( I 1 L, 1 ] -1-�%(')-4 Cps ,_ , 14�.__� `: 3 ,,t SAIT`� '4 :,:- _ -_. - - - ­1 j -_ -_ -_ ­ - 11' i I ,/...-aw, ILL. " A WAX. T�i_ - : ------- 1----!-.;:. - t I:4r � - - - - -"-- 3m - - - , -� : - ----- - -- � �- -- PANEL LENGTH I T,-.. - I � I (SEE SCHEDULE) -1 __ , ANN; xxm AT � : " I � 1� , � � I 6" 71 T_ ;;' -- I" �_ � -, , - I I I . I � �d_ 1 : .*� __ I I I , - . � ! I . I � . . . i . . - 1 1� f, : --- ----- -------------- � ---------------- - ­_4 - � . SAFETY - ­ 1 ------ 1 --- ----- I --- - ------------ - I �' �� 6. 4 , Pma BOTTOM coftm i I [_10 i , I FA T; - ���_ffx___, :A� I - ! , I D.M..@,xg- . � , 1 3� ;AX Lp-!!/'%'t/,_",w -`I, - - - AT - - - A'a L;".=__?. 40117. 3111/111, 3' MW . _... ....". Immm /tg. yw/ls k ever/20 I " MEN. __ I. - --- - - - ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)---- - - - - OPTION #2 FOR LIFE SAFETY STORM PANELa ELEVATION SCALE 3/16--l' 1^1 MAX. GAP 01-6 "7v F ON. *%�, ,Ant VALrn (D-9 , 004 I -0 In SAFETY !­ - - vr!, SECTION A -A EXTIM11OR L SCALE 31i6•-1- 17F.�F41!1117w�w-Atluel*-Itejl�N;J.I**,J.ilj:'.1el9r.7mnw.l" K$1:4:4 *Ikeizi bilil[M.�F�.1w�il!,Lll!-E;r:IlkI AMR I lklell.' NAWN.1411141 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION I RATING (P.S.f.) (SEE SECTIONS) - +55.0. -72.0 8'-8' 2 3/4- 1 - UNBOLTED INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 11,1.4' TAPCOM ANICHORS 114* TAPCON ANCHORS 1/4' TAPOON ANCHORS 114- TAPCON ANCHORS - q 0 r D.C. I . 0 9. D.C. -- N -_ 0 9, O.C. � 0 9, O.C. POURED CONCRETE - POURED CONCRETE I OR CONCRETE " OR CONCRETE ��, POURED CONCRETE 1�1 POURED CONCRETE- - � BLOCK REQUIRED I I , OR CONCRETE 1, OR CONCRETE -C BLOCK REQUIRED - BLOCK REQUIRED A I BLOCK REQUIRED -I 11 F-C I ! - -, ; Mw__ . � I , ' I : M­ . --- - C.. i A 1, A I -_ " I[P - I 1 17 ED �. ,COCA "I,-- , E O� A ,� I , - 11 ... - ,� 11 : l , - (L , � Jl ,� , " .,� ,,�t, i'L,,,� �, <.1 " I - 11" . '... "I [I'L. 1. I I . I � i IL , , i ; f- I I 1� I :-MEMEMENIN, I- AO,ANMON . _3 1 -sueemnow. : : I _WRAAWAN. - � - a � - am - -0 I- A,NAA am -3 ,a r gar. �_ AN _; a jsq� a � ! � - : sem, ME 1 - IQ � I. a MINIMA` : ; � , . o =,� ! : IN EXISTIM0 j I R cuss­__1 ; - a CLASS ! '. I a =� , . . � . 9 I 'I IIs i I i i I � 4I : I 2 I ; I i - I .1 1i I . � 1; I 1i ! . m! I ! . I . m � ,,, ;4- - �, .1 . 1, I �, ,-) � I , , I . - � I I % . � , . bi i . � .� 1 4 1 11 v.- .I S. - , � 11 �/ = " : - -,r 9 - . � I - I � - 94NNIC". . I I � -1 i : -4 : O~ I - , , � � : 10��" _ - ­ - � - i , __ I i: I I .,-- , I I: a. :: ; ft I -3 ' " . 1 0 .1 I I C. 0 ,�, I E.O. � I 1, " I I _1� I ED.. X E.0 Ar �, � ,�,11, vt � ' - L - , , - . - ' I'll 17 - I I L - , - - I I 4, _J j- , I f': 4-- t-C, !L� ,/2" 11 4*&S. M.S. W/ , 12* -./,, __y4* W M.S. W1 __ �, I -m /s.::1A/32/�4'S.S 'i� -� IF "NO NUT WASHER 1 Y/,.'.3/ /WING NUT WASHEIR _', , ' �* 12 12/�2' O.C. (BEYOND) -�, " \ 7/8-0 . 3/32- WAG NUT " L , '�l \;16r"3/_12; 11_1 �, I _ I . *1' WASHER 0 12 1/2- O.C. . .= ) I - _44AN ' TAPCON CHORS - ,__�(4- TMACON ANCHORS __ __W4"TAPCON ANCHORS Ilr cc 4 1/2* D.C. 1/2- O.C.O- . ___x9;::CO" _4 (ST#mmw W/ STUD) (STAGGERED W/ STUD) * 4 '/r D.C. __ POURED CONCRETE --OURED CONCRETE _POURED CONCRETE 09 CONCRETE BLOCK __POUREo CONCRETE R 04 CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK COURED ACQUIRED, REQUIRED REQUIRED SECTION 3A A TA"TION WALL. L "miff AINIAM ING INSTALLATION WALL mouNnNa I? ILLATION IOSECTION " 0 REGULAR PANEL 0 LIFE SAFETY PANEL 0 REGULAR PANEL & LIMMEANEL SCALE 3/8--I - SCALE 3/8--I - SCALE 3/6'-I' SCALE 3/8'-I' SEE SIT 19 & 2D MR ANCHORS TYPE A ANCHOR! "K Ile. IAIMAA, SPACM IN INSTALLATIONS INTO SM N. mamom womew 04 - 3 FRAME BUILDING NOMM AN040A SPACINGS AND NORMAN mmE owAma ARE wwwo om Yms *N=m SCHEDULE FOR E.O.LOSS THAN MrAIEDON SCHEDULE REDUCE A004M SPACING In MIAPPLYING SPAWC SHOWN ON SCHMAS 1O.)3 .. onw4r " On, 3-- Mft wa on momm" - FWLIN 1" INS FOLLOWING FIIGTQRS. FOR DO OPERATION To BE MSML MONACO - ____ I ,/r - . _x __ SINNOW ORM41M MO FA" SMALL NOT_ SE" LOIN THIN MINIMUM SPACING INDICATED IEACH ANCHOR HYPEHYPEON IMIS SCHOXRE I I/'- _- " - - - - _ _ I - - II ;,­/, 1- - I CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I - j(4'TAPCON ANCHORS 1/4'TAPCON ANCHORS 9.O.C. 0 9.O.C. CONCRETE POURED CONCRETE -mOR CONCRETE BLOCK DR . , REWIND ,.I -4-4 REQUIRED .1 � I , ED. , A , ,� I I I I., ��",4- I 1 _0 - 1 "'m 1 I.! I :. - � : - un � I I ___ours � I � w 9 i I i I I . , I - - -A", 1 , . ! I I IN i - . i : : I . : : I I I , ,,,I 11, I ED.- I I i I , I , I I 11 � I - ' , I—A I " j;;10`9 PAMELVATE PLUS W/ , . 3/32* WIND 4"T WASHER 0 6 1/4" O.C. eourtm CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATIDIII SECTION SA 0 REGULAR PANEL SCALE 3/8--1' liff SHICIT I III 20 FOR ANC.01116 TYPE & $few Tin 1/47. _L/.'& � - � , SPACING FDA INSTALLATION!% INTO WOOD - Ammemi, smemme 0.) - 3 •3 I FRNEE MALOM bg^K% ANCHOR SPOM= AM � EDGE DISTANCE ARE IMOOM ON THIS . SCHEDULE MR ED.MS THAN INDICATED ON SCHIONAX MODUCE ANCHOR SPACING By MuLTIPLY" SPACING SHOWN ON SCHEDULE w 3 - ". AM I& 40K =MO "Am BY THE roua PVTOM FOR THIS OKMTM TO BE "C$SftL INDUCED ' Ilr - L - .15 . - wvcoo MAO= US" FACTOR S`0114 NOT IS LESS THEM � SPACING 09WAIM FOR EACH ANCHOR WINE ON THIS SCHEDILLE - - - , I Ilr - - _-- r - - - -- - - I - Im -f I 1 3 I/r I - - 1 ,E'.OL. 4.11'I � ,I 1L. CD I I -- i- .ga : ar. - 1 - "I 64 I IR __: - I __ :L -- � ­1 - , , , I , i IS i � 11 - - __ , , I '. �,_ -1 . , �, .. . 9__ O~ 7 , '! -- I- I I I I - ---:, I : I � G S. 1__. A PLUS --f;- - IF`# . 3/32" WING NUT WASHER (BEYOND) - - _eOURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MQII�LLATION 0 LIFE SAFETY PANEL SCALE 3/9"-I" CODE -4-P CD (3) = U) N -Cu a) -I..' CD Q = 0 0 a) c c- cu ­0 L_ a- - -a -4- 0 0) -�­# a) a) -t- - _a C: C L_ L_ -0 = (L) 0 0 -I.- CU R.- 0 CU > .Cn . -0 w E a) CU 2 0- - -C- �- CV -0 40 .= - -I.- U) C_ < - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GEMERAIL ! INTO EXISTING WOOD STRUCTURES I - - - INTO EXISTING WOOD STRUCTURES I.. ­ - I'll . - ­ - 1. E-Z HANG STORM PANEL SHOWN 014 THIS PRODUCT EVALUATION MENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ow CONCRETE 7- .. - - - - -I !'' . , . I ACCORDANCE WITH THE 2020 t7th EDITION)BUILDING CODE. BLOCK SMALL BE I I/ TAPC AN04ORS AND PANELMATE FEMALE a & PANEEMATE PLUS INTO ­ -1 -_ -_ - - . - - - 7 I ­ I - ,� -, - � , � - I ., ; � OF THE FLORIDAFLORIDAL BUI DOCU a$) MINIMUM EMBEDMENT OF4-. ... I I L , 7­ L � I _ � i I I " . LL L_ I il ��, __ I - :!__ I " - . - - I �, SMALL AS SECTION 1620 OF THE ADM MENTIONED CODE. - CALK - INTO ONCRIETE - - ��; _ - - I�� - � I By THE JURISDICTION WHERE B.2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8 -IN ANCHORS SMALL BE IS 7/1 CONCRETE. . - I �1 . .. , �' , " - , I 0) c I I I I I - , ... MR A WIND SPEED AS REQUIRED THESE SHOUTTEIM VALE BE INSTALLED AMID NO EMBEDMENT KID ANY FINISH MATERIAL SMALL BE PERMITTED. I . � *000 HEADER �? :-- , , �, I -/� � .L 1, .1 . - - - . " I L !� MR A DIRECTIONAUTY FACTOR Kd-0.85- USING ASCE 7- 1 5 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.) I I I twouvem 11 - - I � . - - . � 1/4' 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG . � 0 / I - I I , I/ I - - , � ENOUGH . - j I I L , , - i �! -1fra'Awo ,,� , I =.Tm - zzalw I I 1� (SHOULD ANY FINISH MATERIAL EXIST) TO , , WOOD HEADER " --- . I . I I , , I - I - 11 L ' - I - , - I 1 - � - I I " P -�,, . I � � , - j, , : [ 1/4-0 TAPCON 0 6- O.C.DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4* INTO ANCHORS. I I .) . " L . W4'0 TAPCON 0 4* O.C.'1� 1, i W4,'*, TAPCON 40 Ir O.C. " I - - - - I I ! ; 'L I i: ,-' - .1 I 11 . -_ -_ IN ORDER TO VERIFY Tiff ADM CONDITION. ULTIMATE DES" WIND LOADS DETERMINED PER ASCE 7-16 " , �• - - - - - - /I �, .� I I '/ , 'r I I � I THREADED . I - j , I I j � Aas 8-3) IN CASE THAT PRECAST STONE. OR PRECAST CO PANELS BE FOUND ON THE EXISTING WAU, I. - , I , t i 1�, , I 11i , i t/4-0 TAPCON 0 III' D.C. I I !�� � i- I I'" - I � ' jL , 1/2' MAX, ,� 1, � " - /2' MAN THREADED I I =j;):W THREAD® I ll., A=T;rAl WOOD SMALL BE FIRST REDUCED TO A.S.O. DESIGN WIND UN BY MULTIPLYING THEM BY 0.6 IN ORDER TO I I . cz;:�� I , PENETRATION AT nwWom^= � L .. �, L I PENETRATION AT WOOD ,� / � I !� I 1 CONCRETE 'A r, I I., , AT WOOD �, HEADER I LL HEADER TO COMPARE THESE W/ MAX. C&S.0) DESIGN PRESSURE RATINGS INOICATIED ON SHEETS 25 & 26. ANCHORS SMALL BE LONG ENOUGH To REACH THE MAIN STRUCTUR �� � HEADER I E BEHIND SUCH PANELS. ANCHORAGE - - , ,,' ,,, HEADER '. HEADER I I MEADER I �, , I "I I I '! i 11 11 11 r L , 11 ; , 1 I /I I / 11 I L I M" 14 ., SPA' BE AS MENTIONED M 8") Mo IN 0-2)L I " " ./, , .0 r, = I � f IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS. ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A M% INCREASE -. I, r_ I ;.,N = I 40 , - , ,I 1/2- - I , I , 1/2- . . . I./2w 0*0 ; 7 1/4- I' , Eo*m sI; = ,1/4- 1 1:. -,)/A' - . , j 2' - . � J 40 -vBIiB t, r '/.- �� ,. � f/4- 1 1 In'- L I -� . I I L . ., 11. .. I , I I , ,i 1 1/4 ALLOWABLE STRESS FOR WIND LOADS WAS MM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN M - - ia� I , I " I I I I f I I I I ' C:.j , , hn� 1, 4 - t rt12' ,�""...,. I *�( ,,-,, , r1r, _ , I A I . � M.. I'll ANN, - � I M_ .. M.. - - � , Mo.. DETERMINED IN ACCORDANCE WITH N.D.S. 201!L (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECONSWENIDATIONS AND SPECIFICATIONS OF THE ANCHOR'S I MAMAJFACTURER� , � . t . � , __ � , , I , I , 4 . . W� % 1� , 1 2 " i , : STORM PANEL'S ADEQUACY FOR HAPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF � 1. , Mn.I , , �? I . , I , . ONT , , 11 I FrTld I , , a , � /I I-- � , I r; I I ) THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 2032, AS PROTOCOLS TAS-20t. I I IT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C. .. I - I , L - , V. I I'll 'L IS TO BE ATTACHED TO BMW PROPER ANCHORAGE- THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK � - - 1: - . CV) , . I �1 : '?. L 11 , `�, 1 ; - I ?. �, a , L, ; - - - --I I - I I � -_ [` (P. - 2. THIS SYSTEM HAS BEEN DESIGNED TO BE IMAILLED ON THE OUTSIDE OF THE OPENING . I MAX, I . 2.1, 1 1 1 , ) I I I I I 4- 2- � 1 2- I C�j -C - - '. '. " A L . � X I t ! , , 2. � I WO000 HEAOI WOOD HEADER JI ,2� tL L � I : , REQUIRED - - - [,. ", f r-m-U.-RED. - / I 0 : 't �-j . : : - ,_ r _.L ] 7: f L I [` / . I LL I I " " I Min , . [` s , L_ - - I I _ , I.i � 1 1 � - _ ACCESSING THE OPENING FROM THE , (j) INSIDE W/O THE USE Of A LADDER OR LEFT, THIS APPLICATION IS V" WHEN INSTALLATION 6 IW04DM TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS C I A4* a�� r I C=kj ' I I � , _ I . FROM THE INSIDE OF STRUCTURE. - -1 � : = i � CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION C AND SEAL SHUTTER TRACKS ALL *, , : stsm; - "O""'W" : : _� .j=. � : ME, � . "I"AROUND FULL . LENGTH. , I MOASA I M CLAIM _ .1 - A, - ; I., r 1, kk.� LSS num AcNEOJLr : 1. = - ! 3. SERIES IDOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE 7: - - T � , , 1, i I __ ! Ir SDNIDAUT - ! ] i (m SCHMME � : PERFORMED FROM THE INSIDE Or STRUCTURE. 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS 04DCATED IN THUS DRAWING PLUS ANY BUILDING MO ZONING PAWL LENGTH ON sNOr, 1.) ; 1L* me- C PANEL sman, ,g) ! 'I' M­ m mw Is) , I (SEE NOTE I BELOW) PANEL LENGTH : SEE NO2 I munw) . ; � � I REGULAT045 PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To. T(_,1_) . FARM LENGTH , , I .1 4. SERIES 2000 INVALLAT IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN .� 4. 11111w - SIONAM'"O" I I , 'L: AN, MINMELIK,P � I :� . ,L* m,n, I I �; 'L, M.. 'DN - . 025FOIC m aPes I 41 (SCE NOTE I BELOW) ___ TO-O.Ass - I •� . _ I -� 4::f w WAR , (SEE NOT I BELOW) � - .- "­ - - ,�, ' OLA", - Do, ,cea,J, -- � -- 11 �� � 14 ATRIUM WINDOWS AND DOOF14i, INC. E - 2 HAND STORM PANEL SYSTEM, IS PXnW poliffiNS, GLASS - : I I , - - - 11, I � ­ � - - , INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE WIDE OF STRUCTURE 'L I 'L I PANEL LENGTH ON SHOT 15) � ft EMw 16) I I __ I � ON WMEET so) SEE NOTE I BELOW) 1/4-0-20.1- .. -, , - (SEE NOTE I BELOW) - . V (SET AXMQmLJ: , i/4-0­20.1- 1 ,/4-A-200- - 1,_ (SEE SONEOL" ; ( PANEL LENGTH __ 1 5. ALL ALUMINUM EXTRUSIONS TO BE SD53-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE <, - ) � : - , - --- ; 0 � - . ­_4 -S IES - �­ - ; &S. Y.S. - , - Ss MS W/2.1 -, .1 - - I ­ - . -1 � I : . Z. . 3/3 1 1 I ,/.-. A -&- I I __ - ----I INFORMATION FOR A SITE SPECKIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.. WING NUT . ., UT 32 11 � ,� NUT L . _.__-I. __ . I . , ,�;.__ L - _- ,,I'-- .. I � . __ -,,, 6. L , .: I � 11� _. ;� 10.1 _1/ " � 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-114 ALLOY. - � :. 1.�_ _:­;�,_ a 1. - , - " t .''L 4T;1.% 1 i ., v') - - - I - I I --- - I .11 a. (b) CONTRACTOR TO SAS FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING In SAFETY OF I " , J �, - 17 - - - . I : f . � - - � I I � I � ,4 I I , I I I "• ­ � � 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OUAL17Y STM, ASIM A-653 GRAM 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEMATE FROM THE COMMONS DETAILED ON - - '.) Z I - I : " " � : i I ..'..c,' /"I/"-- � � i � - L' DESIGNATION W/Fy- 58.5 k.i (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. : � I : ON THREADED I I I ; � I : i I .- . 11 I I r_ , L� - - , : PENETRATION AT I- - - . t.. - - I I - : � . 11 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON , - - L_ - _ , - _____ � __ �� ] : I - - I - � _ I (") THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. I . MIDWIUN OF PLATE� ! -_ - --- - ,, -:- ;,,, I I - ... :� -- 1. : I : r 1.11 . _. 50018 W/ 50 k.1 YIELD STRENGTH AND 90 W TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411-3.3.4 .'­ 71 - I "T I i - , 1 .(3 (& - ; � 1. � ; I (d) SITE SPECIM PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL /�, I I ". 0_0 - � I 6. go �. � (3) 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 30,4 SERIES STAINLESS STEEL WITH 36 kw MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER I, "t/ 1- - � ! i : : � -(3 , L I 1, I . : . � - � � L I � I I : . I -13 7T 7 1 - USE OF THEP.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE RE D. EMM%TM, SK44-L I . - C: I I I - - (3 1, 7q7-r) ! I I : : 10. ANCHORS TO WALL SHALL BE AS FOLED"L SUBMIT TO THIS LATTER THE SIT SPECIFIC DRAWINGS MR REVIEW _t) I.- ,, cc � . G �- "I I- 11: I I , - _E!�j � ` I (A) TO EXISTNIG POURED CONCRETE v 0 0 , - " ; L� I : (a) THIS P-Em, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF I EQ. I L - I WCORO -:, ,- 0 .-p I. ,I 6 ,�, � �� , L�- I I �_ ,_ .11 I I . I ED. - L � , - � I I I � I L' -, ,_� 7'' : 1 1/4"t TAPCON ANCHORS AS MANUFACTURED BY LTW. BLALDEX. INC. (MIN. f-e-3192 p...i.) THAT PREPARED IT. �� , - C_ - 1.- I I- I ,, 40wo -0-2M.3/4-S.S. M.S./ " � EQ� 1� EQ �, - � I" : 1/4- 0 X 7/8- CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. V-3000 p­;�) S ====� CONY, EQ. , , J '. I , - - I , , 1/4*. -s-S. ws. W/ . I -- : _1� - - "Ail - #14-10 PANIELMATE FEMALE ID k PAMELMATE " ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 16. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - t-- W --a -- , WASHER (INEVOW) I - I I , . ­1 �_ (f'­3350 p...I.) SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL S. OPINING - 1 /2' O.C.1, � , �4 ,- , T- " ;'A'ft3/3r WIND NUT' Q. , , -, , 7/iro.3/32* MIND NUT I I - - , I '" ACCORDANCE WITH I �� i - L, uj "we No 1, I �. 4 1 . 4 . I !/V* . 3/32' OM L I. -, I : .. I �_ - O.C.- - � I _.-- I � LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. _� c- I Amff WASHER (BEYOND) 6 . L I I I- � I - I - ! I f . . I , �, I - 1 7/8*0 . 3/32' WING NUI` A,I) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETT SMALL BE I 3/4- MO 2- FOR PANELMATE I "" IS " I L I :, : cm�� I ,7/6'0 , 3/32' WING NUT ".... .1 - . W"o TAPCON 0 r O.0 ,, -_ I - I VZ.=' * ""' ' - : I I 11 , � - , .. - I � . ­_ . FEMALE ID & PANELMAIE PLUS. 'I L W/ ) � .. 1 . - 7 L Z:0�;,•STUD L , Ll" 1 2'.4' WOOD PLATE . WASHER 0 6 1/4' D.C. 2".* WOOD PLATE I I = I THIREVED I L � OF PLATE '. -�_, _! ­1 REQUIRED L WASHER 0 (BEYOND) , , L�� ,,,, I - I T�DrjT THREADED . i I . - `W, MCWOTH L - - A- . " ­ - 'jj I" AT WOWK� �'. ' . . "I,K), ,LATE PLATE '. . - I OF PLATE or PLATE - � I -IO PAMEUMATE PLUS L I I -10 PANEUMATE L � A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8* CALK -IN ANCHORS SMALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO , - � - ' ­ L __ 114 * � 1 #14 PLUS _4 ANY ALL BE PERMITTED. -L--- _jgMV PLATE I - . _jjg;,L0OD PLATE � 0 5 1/4- D.C. - -_ � � * -_ - - W* moumm I WALL MOUNTING INSTALLATION MIN THREADED =./L " - MN- 1/4' O.C.O.0 .FIHISH MATERIAL SH , I � � , THREADED 1�= 7 1/4 0-20 SS SIDEWALK BOLTS USED SK46LL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL. EXIST) TO ENGAGE 3/4- 1 17�� t - INTO ANCHORS. IN ALTERNATIVE AT MISIAWDIN OF PLATE , I - AT MIDMOTH OF PLATE 00m. WALL MOUNTINQ Rnk"TION WALL "%ONG INSTALLAWN SCALE 3/r-1- * IbNVAPANEL - - .-.----' -1 - ; .., �14,fg' -4E EXISTING WALL OR L�... A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANEU, OR PAVERS BE FOUND ON . ,. . WALL "NTINE INSTAI I ATION WALL MOUNTING 1!�OTN SHALL �0*0�,�SCEN '- I/D I O&WRIE" fij a tPUAW IMAN EL SCALE 3/8'-I FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE _* !�\ , " ALTERNATIVE R&W A ALTERNATIVE ABW BE AS MENTINED IN XI) AND IN A62). .1 -. I 001 WINHHO!", 1 . Ire 1.1 � .I SCALE 3/8-.1- , - ji, pk Tk6N SCALE 3/8'.1 " N, ... I... 0 REGULAR PANEL i ..... , 0 LIFE SAFETY PANEL .* - I .... . .. .. .. . . (9) TO EXISTING CONCRETE aLm'K RAJ L E * : ND. * Z %, ­. : am, .. . . -� SCALE 3/6'-I' .14411-1 SCALE 3/8 ., 5 : * : I0,". "', /11 - ENSe .. I INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S-0. DES" LOADS .. .. - FLORIDA BUILDING CODE ("loh Velocity Hurricane Zone) : :_ %6 FLORIDA BUILDING CODE (High Velocity ow cons Zone) - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. a - . - ----- -- . . j FLORIDA BUILDING CODE (h1qh Velocity 104M cone Zone) I ' : 1. 9 PERINI MADC". m mm, I , INNIME "ITEM � - 1/4- 0 X 71r CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC.(f*m-1500 V.s.i.) . . ALTDOO. MC. UP TO .354, -7ZO PW AND PANEL'S LDIM UP TO V-11' : No. 4 167 FP i .: rp. .. * .• / ,0,�...-', I t * 1 20 GAM GALVANIZED STEEL STORM PANEL ONM MY: I z : :* __ 20 GAM GALVANIZED STEEL STORM PANEL ONARK An, - #14-10 PANELMATE FEMALE 10 AND PAMELMATE PLUS ANCHORS. AS VANUFACTLAED BY ELCO CONSTRUCTION . f - 20 "GE GALVANIZED STEEL STORM PANEL FP * 2, FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN 2 : . .. INSTALLATIONS ARE ONLY VALID FOR BURLDINGS WITH A.S.D DES" LOADS * - '* - � .� I CANA,, . - _- #v__��­ � - ' . . ��' �_ " � PIKE NO. I. W/ SPECFX DENSITY Of 0.55 DR EOIJAL -ft z * I.. UP I() .55.5, -720 PSF AND PANEL'S LENGTH UP TO ff'-a" 2. * '. I __ �__ - :� PRODUCTS (f'­2071 p..-i.) �. AIAI - - '�-L­ GLOBAL PROTECTION PRODUCTS, LLC. watt2m is .0% fSATI: . - 7/3k�un ww_� GLOBAL PROTECTION PRODUCTS, I.I.C. DATE: . ,I.,o�� 11LIE C 0 I� i sl 4=--- , APTE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN -ATEPRODUCTS, _2_61 NOD L. 51 STOW .e \ ' %r_- %�O,-- OR%0 - L - ... 5 S"wr . , - - O.W. FL. 3131. .. . TRALIT - . SPOPEWEAVING COMPANY 6401L rL 111114 PINE NO� 2. W/ SPECIFIC DENSITY Of 0.55 OR EDUAL - Wee - ANAL III. .z .rr,m.N,.!'1 .1. PNOWL (m4)"�ML I'Am, (9%AW$"7 - .. A tnwa -176 ..... * 20-176 ,� FILLIN Tcr"M a I�c PrANY ORAIL IL &MI. _%.�skfl •m a% ;� ." AM - - am / AME, ALA - E. _Z - 20-176 vii�, - 11w .-��.�l- ... =!"." PHOMIL M-)ME-MW FAA, (-)M-Ml I PADS (N4)M-n4t. M M4)�om 20 - PAR- 1 AN, ]!!!. - I,"- n.1 1 - I `1111_'Z� 4,60"o.L UAL'ImEMPTLff"um - C�!.I. - co� . eN0VIAr.._SEft/SQWaUA1T/WE 1;%�Iv ammeec AN: I P1 A. . I - 1 AN. , . - DINNER N. in,N - MMINGWIl.r.ftli el-oow m ERE::: - WALTER A TLLft . 41 ; F'91 --- . - F09 * I : - zMaTmarn I 1 1 - I I "= a', '414,7, ­`1 ... F I 1- I L.- I - 21 --.-.. 1 I COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS /24 (m HOPS 2 MOORE INSTALLATION DETAILS OR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-1 -) _.E p., "A V/24 10, r4'/24 - (D , 0 2 BODW) 3' M.. 2'/24 B, V/24 ►111, (SEE NOTE 3 malm PANELMIN or . I - T Ti;S'D. fa r Me. a LACK . iiiP TV/ ORION CONCRETE ANCHORL SEE A! :-TO POURED CONCRETE OR CONCRETE a�ocK 3 11 MR WOOD . Im!7 T* . CONCRETE ANCHORS I ---- -- -CM SCHIMULE ON SHUT 20- ! . - =r_�___111 CONAMol, - 11 - --2.591' - NEL SIDE SEVIONS OM Sww 26 �. . I* min. - I. Aft I I I. - AT 2 1 1 , � 11 4) - I - ___ - 11 - 15.195- (TOTAL WIDTH) - - - - -,- � - __ __ - - - I lw__� - - --I 7- 2.59 1 '- 9-1 - -_ - -_ m - - - - -...,. ".&S =%=- 4 - 4 � � . I " ___ - ___ - __ - 12.500- (EFFECTIVE WIDTH) - - I r--2.250*--j ,k I/e. = I I I I = i - H__ LJ ;�� LACH, END a, MAX, 9) `�' m wom" 4 a,- j�� - - --- -_ ____ I 4 i 1/2' -- .1 N "I r_(�_) F3_Fm___\ " I I � � !I 1 ! 1 `$� '� - ------ \ 1�` , - 1.3po, - I - -6 1/4 --I.3S0- - ! I __ I == i .- - , , �_ - ,.. I : -1 - - - - I -,ifo* - , " --I 1 ,/2 - � LL,knw I SALS 1 va�_.141 7 f� ACKAWEENEXT-I �, Cn 6 I ,-, ,4 � I I Ill ` Ill --- 01:� OF j ­ HCIx® t I L. (1) . ''I ; I 11 -_ .�_77'�Z - vi;� -war F _/'T� I � .075' 2�500' - -:075, I 1 1 [ ! ". � 1116- 1 1 - - TYE. I'm I .1 '�, L- - ; ..�IA �: I 11 . - - _r ZO d - I � . HE) � w I EDGE I � , POO, T11-I.-I I - - --- , , - 7 =�'-�,rer I Tj 60 X .L. 60 x .L. T.4 =:Li , - - .. T___ - =w'-z' : �� T_ - I.I.O.." -1 .1 - I L - ­­(Iw�,­ I 11 11 _��_701;�Irlll . , 2-2"' 1 1 1 I I , � , / - ! I i F I I i 11 I � InAIL I A a) , - - I � I Ir T 2157' 0.036' MAL. THICK 3-SOO, - I - _� Tu L11 i - I - 5-F6 'K;R 610'4 1 ' _'_ I I 4 GALLVANIM STEEL . INTO" , - ;-14) j PANEL Mcwj-- I _­�, � � I - 1117 - (D ,�� , t.IlIETAILET GRADE 50 MINIMUM - I i � OM 2. 3. 4 SELOW ­­ , ­ I i i i I 1 , I " I . I I I -M" L ---- ------ -- -------- ! i : i I jl,r - w i L - ! iwSF I 1 r-SO %ALV. - I � N111P, 71 I I I I I I - 1 -7 �F -- I I 1 i 5 Is,rAmee : '/-�ft - ... . I -0-1-ij U) I : r xOned.l. - N 4aff I 1 � I I V I ri I I. I [ 47 - I :: 5 _11B-BB011 I i I I I L �'�,��.It, , , - I - - "? 125 - I - I I ; .1. I . I , , � 1 41 �1 , �� A 4 IT -1� I �, . A : --,@ � Ow i _' - -6.250* - - - - ,"-2.470---� ,�'. : Y/ i i i Cu w � I ' I I. - i !.___k- I I"./, 5 ! 11Ylr.3 32 ImmPIUSITS.' I LRee 'Aft II - - AW2 I I i I I � I ----2.470- - - H I 1 : YA" /4 � - - i I i IL 1 L I , , , : I L , _ ,1@-FA 13 - - 2 000' .2V71 L. - 2.244 (00 pogaI I - I � - t.; PANC:) , i ---- QY _fW , �i I - 't "PAW)l �Ier -, T-1- � j 1 I I _T 1 � il, I I i � 7 - 1 ' HEMMED Typ� ASTM A-653 DETAIL Af , 1:::f_11_`1*_ ,- I SIX .c`1 Z],)4 @am I . III � � ) SEE NOTE ..PTT. ,,, �N� I OF I , � SEE I �4"" , I \ i I I . . - .250`1 1 1 1 1 � , - - I - - T STORM PANEL I � __ I k-1 I __ i- - i I -1 40 X *L' I Lll�� X .L. : If I ! - : i i ; r i I I I : a ill I ill � 1 1!! I L I 1 1 ; : (�) REVERSED *U* TRACK i , i i [ I I � - , 1�1 1 1 1 � I ] T � , , " , I 1 '1� ., I [ 11 I I L_ I I 11 I 0 T k i I i i i Hi 1� i i i i * H H i Hl.-i I IIIJ i I '111' I! In I I I 11 111111 1� � 11 : I : I IS 11111 UZI I .1 I I 1 SEE ScMaxALiI : - K.- 1 5 I I - .__ - 0. SHEE, . I ! OR = K I ,/.�R�v. ','�,�, " , ,_ ,�_, PNM�TE (7m) I SEE SCHEDIALE . - I . L-3-- SEE NOTE 4 BELOW . KE !:� ��m so��m I I k �_,O.0. smiril 25 : ,A= Lor 3, T (il!� - - - - . I I ,/.�MAW.. mIn. su%Ra*.r- I PANEI'S DID UP ­1 '21 r -- - I 2m, 1 1 1 CIA. 1_� - -.750- M.. i FOR CONCRETE ANCHORS, SEESC'm MKN, MAY BE LOCATED (ALTERNATE LOCATION 10 OL.SSL i r FOR - - I ga. L v = I ASS. .--* m, I , mi SCIIED-AL ON 94M M FOR -1 ZIMOR - I I I VOLASS. I . - A To a, I AVvvLAP I W= . Na,, 'Ir 1 1/2 AT 00 PANELS) : FOR 11. W/ HEMMED CWA. I - I I - -I SEE SIDICTIONS, ON SHEET 24 PANELS IS- i elm OVERLAP i MAW, I �RIV. Is : 9 0_ I �, 1260 J�r 3 OOR i i I 11 . EVORA, __ -!--&,ff 3'r- ON/ - ./.@.(D TO ME INSTALLED AT EACH w w I I -I . �81 LAST PANEL CL) TO K INSTALLED AT EACH = .1m.pALWAYS : I I - - I - - - ______ ! : - *0.08 I . W1 I I " �', I 3 �__ - I < , E : 4 - I - I . �' I 11 : I 1� TYPICAL ELEVATION FOR S REAR HANDLE TO FMOPE =00T9 TYPICAL ELEVATION FOR I" HANDLE TO FRONTAL FRONDED : !! N 11 � "Q0 INSIDE OF STRUCTURS- 1, I _� , ..L2f . 12 . !: E-Z HANG STORM P - IF INTENDED TO SE INSTALLED TIM -Z HANG INSIDE OF STRUCTURE. I I ; V_ e . 1! I 1 -4-0 1 " _ sceur 3v EL f NONE 3/3r . I- I I I �� B@ -�, -AN SYSTEM 1* GF_ -_ E ON PANEEft& D"" I : b-,ff]. - I I I _... A -, -I! - I I !! I i , - - - .r.:- i 1-1 IV I ( I I V( 0 11 i 0 . ­� ,/.' Iev GAP r-1/e - GAP ----*I- ­7I. . Wee i i I � 11 �, I I �; 3 - . . I - I I 0 Ir.. : -1 P - I I a) I '*- w : i 11 ;, -0 Ii/I 1 L/4' M­ GAP " /I I - I I I-- J7'/ - _j - - AIR ji - I : : --- I I I I I 11 =3 - I " I M. :1 Ff , : . I , /T,I . . ISOMETRIC VIEW DETAIL A - I , _ -\--/--I ; I 1 2, 125- 'a. �H I .. bewev - -w-w ­ 11 � I , I r I ROUNDED CORNER 0 ENDS OF PAWL 'S , er T, �� e m= ; 11 I ! �!I I , CBBBBBS END UP W1 HEMMED EDGE. I ,S I SECTION A- SECTION B- 4, �_-_::,�_ cONCRIT": - " 1 , le cm;. Ij .1 � I'll I : , - : I , L= I t f MRON / - 1 COMOR!"! � I 1 1 Cz 0 (N.T.S) I � I, , - .125' SOU 3/3r - I- t " - I -,�,'­� 1 I ­�" - -1 IMPLE 313r - I* POLAND - -, : ! . hm: __� - I- � I SLOW .2 L_ � - 0). DEFINITION OF SERIES 1": E - Z HAND STOW PANEL SYSTEM CONSISTING OF PANEL . I X MIDLAND, � _ I , , I / . �, . ij I _000 - _j I RY51�) - 5* NN,­ - NOTES , I , � , , ". COADN't L_ -, I^ TRACKS AT TOP k PARGUIATE PLUS OR 15' LONG "I v.-v.,,,,_;: - - L,/...-.-.v. - � - 0,00, I (1). SERIES : E - 2 HANG STORY PANEL SYSTEM CONSISTING OF PANEL , (rw BOTTOM W1 PANELMATES. I � = I MILANO : . . , - - ==.., 0- _M C M _F I / . , . I is - ,= -L : o­ , "', I PEOVEME, I , (D .J. TRACK _E TRACKS TOP a BOTTOM. (2). END PANELS SMALL ALWAYS BE CONNECTED TO /, ",Ram I Do Of � L . I .w i WI(- ER 2"W(Max.) ALUM_ PANELMATES END PANELS " � �, o'NoRen, . ;�1112IW T EA�E,,-, �,, (i) , � I -.0 w . 0 a) OREE (2).(el) PAWLS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP MR op- F USED ` I. ,�.r;-i�- ;T .- MEANS - I KNEOAALAA ONSHO' I - � 8061-T6 Alum ALLOY SMALL BE CONNECTED TO IF 11� 1�'R-2=/4 SjAX7 /32" , , - I �- I � OF OEM . W`m� ".1, I 0 ---t ' off sooOKEI ­tA e If, - WING NUT 08 1/4 *0­ Min D/%CEPI AS ON 1:.. I •DIRECT MOUNTING INST. a SHEET 26) - -) ONA = DESCRIBED ON HOT OW) 0 INS Cn CONNECTED SUCH Z ..N . C. 01 E ( V)1 WALL AMD END PANELS "AK'"DED AT g) .1 SHALL a' P , " . umesmm mfd 125' (33. 1 14C Of. SOIT 0 a) \,��) " L 77 /... 4' N.S. TRACT(. / 70*L ,;32' WING NUT OR I/W4yftB3poT Min. THUMBSCREW - - FLOOR TO CEILING MOUNTING INSI, 8U1I_O-9UL_WQUhhpG INST. To ,�X LAC %XON A (3) FOR CAM WHEN END PANELS ARE MWWTOW/ I'l ff. - . OF FASTENERS EITHER OF TWO BOTTOM o QL%,1.RA5,(p AT 11111OUNIING INIL BOTTOM eKGjkQM " EXTERIOR FLANDES OF END PANEL fTTDM S�� END PANELS ARE NOT STOP 0 m BE wmj; FLAT PROVIDED AT TOP OF SUCH PANELS. SOME 3/i%­* At _A_ (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR __-(�) 99COM41 3/8--l' SCALE 3/8.2" m IS ONLY (4). MR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY M, wd'. ACM-L USING USED I T( MAT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO E=NG - � Y X7 AT :EOMPIL.MATFS, M=.PANE.L,. 0 Aff INIZENEOXAM . FOR SPECS AT TKA ON NOTE (3) ABOVE. IN SUCH CASE CONNECTION OF PANELS IT To i. , TO BOTTOM TRACK MAY OCCUR AT ANY PAWL LOCATION MAY BE USED 0 . OF 'TO' Is AS A. W/ M PAMELMAYES FOLLOWING SHOWN ON TON AND . - I- .j 'e�grz,-N%\ § !I:1. .... - (5), SEE SECTION 11. 3 . e 4* ON 24. SEE AKV40R SCHEDULE ON SHEET 25, W.. EDGE TT;?CE = Ff V U,2 4 A -t Q,w,a.t w(j) r., M . AT ""GeSTLOR . T � 14, , '""'"" ri . . . ON Imm INSTALLED .MOILAO, 'In 0. vw 21 \�CE - I . "'It"00 MMET ADJACENT PANELS % LEFT III RIGHT SIDE OF PANEL) RAVE In L)CE .. m-..=-.JC , ES � ... - uj """Ill"T :jvi� ,.:,?\ . -�'�� �:..!�Z/ THOR OVERLAPS RETAINED BY /r"", * 00 JA 055' (Typ.) : ... ', COX - - m C;r T ✓ . .. .. No .' .e�1' ..... . , Lz�l I I 5 - MOW& 1 " NO. 44167 .**. m -A __0 EE : .44167 I FLORIDA BUILDING CODE Wolf Velocity Nu Cone Zone) eVr.*.-`�\CEN ' FLORIDA BUILDING CODE (Nigh Velocity Nu cone Zone). -_ *.1 i I , D : 0 - . . . - FLORIDA BUILDING CODE (NIVIT Velocity Hurricane Zone < . : - -11 .-v I I Alt OF . - : * ' .2020 Txym. - I - CDWSM . ANY AM, W . * . Tim= Ac. - - .750*- - � mmm INC, 20 GAGE GALVANIZED STEEL STORM PANEL .4 167 -'. S_ 20 GAGE GAILVAIRM STEEL STORM PANEL FF . *w4LJJM I FP. I I I A - _�__l STATE -3, MO..---j I . Q7 a- W. z : OF -:Q� f 20 GAGE CALVAN90 STEEL STORM PAW DRAW, v X. 41k. - z . - DAMEN W. & 1-.... - . z - ___ - *: LL I " - c,oL -_ I .•"",_ . GRID _­� GLOBAL PROTECTION 0/a/um - I _ ��, /a/� MAIL I - "/=/� -,, ed .. ........ . ­ PRODUCTS. LLC. om i�.O'. STAT OF AT - GLOBAL PROTECTION PROM=. I.I.C. "DATE. $ME- 1/2' - I' VIEW I (:vxg)� . GLOBAL PROTECTION PRODUCTS, I.I.C. mn: eux, Am. 5, STABIT - 1g, ,$�-. 4= S.W. a 1111m I. `4000 ". 51 symm - - a T mum "I", INA fe. 11LIECOm . . V` -..-,*/ . � �,.. '� -"c - _� 0 3"W(Max.) ALUM. AN " Hui 60 1 " Z .. � . -I?i(- - M �,. I I' LONG TILLAT � A, DNAL F., 133IONNI .. Ft %D - GAVE. P, 2331,DEMI)Mfe" . A, - (W)SON�7"& FAX, 20-176 MRP=_ P. - AAL - - N. ANA, 20-176 AMOMEE ORH MAL F. 33314 * .... .. �V�, / (�)M-?b.c M. I REA.. Aen. - VAN-PANAME.- )�754& rim M4)09-4"1 20-176 < . -. AM: Lam --I- - / 'a - APARAME, . - "NOME, I-471117 � . 11 (Pel- PHONE � 6m-T5 Alum. ALLOY - - - CAM An '00.1-1.1 . . .. , - - I / - PER' 'a "r. Sm/samAnsir/mAn 0 -.1 - IMP, IN, "I'll -I"f;,0wy_ WA/smm-wwv�w ,= 9 PARAIn -1 E='F7= ORKNIAO - ONAPPRO Ne %A - P =­7 NN I , - .4 I ! I - I �T 1 M 2P - I - a_ MALTOR A "" ... PZ . I . 1 - I, ... KIN,11m, A. Iflur JI., . P.E.Ft ;_U�m�_ C&-OON7if �jt _1 n'! - - I . I - I - AS- i "= a", 41,1617 ANITUINGFIN 1 .47 1 , FLORIDA U� A 4-167 - 7 SHEET IS OF 26 1 1 1 1 1 1 SHEET NO. SH 1.2, II i. I I I _IIII _j I L __ - - I I I I ."II i 1111' 11111111111111 LVJUMLN AAS.D.E Yr, 1l/IM pl A'SE<TABLE TO GLASS CONDITION +66.0. -75.3 70, OR LESS 2 9/Ir 80LTED • +'. Y, 3'. 11, 2YI a ]1W .66O. -75.3 70' OR LESS 2 7/6' BOLTED .' k .'W • M64SUM , a-aB0T2Da�a�' M.S. d WYNONIT AT OVERLAP a wR a PANEL LENGTH ..1 1.• 1 I ..'1 _ , .R•..,•K171• _tl ,.N. 31W I , .�: 31 • M. 1: "I , •10.';y 4 =1 MAXIMUM AS.D DESIGN I/MOWW A1409M SPACM FOR L D. - 3 1/2' - APPl10BE 70 AI,E COONS 1It kON of TNO1 WASAW PANEL �'�' 1' �') PRESSURE RATING .ILO TMGONS CALK-W, PANELIATE FEMME D PAIEMMTE PUS to CPN2EI[ 10 CONCRETE ro CMCKM 10 CONCRETE ro CW CRCR TID CONCRETE Illa to WNMIUE IILGCK 12' N/A 12" N/A 12' N/A 12' N/A I V d 2• (TOP) 1,• ]'a 10• ]' 5' 4- S' 4• ' (BOTTOM)+ 12' 3' 12' 3• 8' 6• 6' e• 1' 80TTOY) 1000 a+ 66.0, N/A N/A N/A N/A N/A N/A 12 1/2• it• 2' (BOTTOM) -75.3 7• N/A I 6 1/2' N/A 4 1/2• N/A 4 1/2' N/A 3' (TOP) 70. OR LESS 12" N/A 12- N/A 9 1/2' N/A 9 1/2' N/A 3' (BOTTOM) 12' N/A 12' N/A /2• N/A 12, N/A 4' (TOP) 12' B' 12• 9 1/2" 12• 11' I2• 11• 4• (BOTTOM) P LIMITED TO 6L0 p..l. AS.D. DESIGN PRESSURE RATING. A SEE SHUT 29 FOR ANCHORS TYPE k SPACING FOR ONSIAL AIXNS NO WOOD FRAIff VJLDe19 MINIMUM ANCHOR SPACBM AND MWNUM EDBL DISTANCE AR[ PIOR'ATED ON THIS SCH DUUF. FOR EO LESS THAN INDICATED ON SEOWDULL RmUCE ANOgII SPACING BY YUUIPLWIO SPACING91,(M ON SIXEIXRE Br 71E FOLLOWINGrAtTd15. FOR THIS OPERATION 10 r POSSIBLE I== 7PAC9O OBTAINED L19uln FACTOR NEW IE LESS THAN MNYlM SPACING NCIGTEC FOR EACH ANCHOR TYPE AT ANCHORS; LEGDIG. MOTOR TOW 1/A•.- 1/F. 1/41. I t/4'. 'I = _ pAmusa[ A+atudir- cWX-w M AIWH9R LPALW 0.) 3 1 3 3 2 1/2 NMBDL td mil[ wam 1/2• J6 - - - 2 I/Y A. y ,m ,m I .0 3t Im Im F'A,_� 1 + REQUIRES MEW,. DISTANCE BETWEEN BOTTOM OF PANEL I AND (2) TO BE 1/2' 112- IIo.. I ++ REOUIRES Mac DISTANCE BETWEEN BOTTOM OF PANEL AND (D TO BE: 3/16' 3/16- MOA. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1' - ______ ._..__._ --15.125- (TOTAL VERGE"._. ._ _. - __ -. - z-te7 - _..._-... - - _-12.500• (EFFEC7ME w07M)._ -.. _. -. .__ :. . _ .)- -".,93' 1/{'r-20.3/A' - I -M.-M.-.750•- SS lTID RAIiEO CL _ ___ _.- - 6 1/4' (TIP.)_. _. _ -_ .374-•--. .t23• l0 ANOLE e a 1/4' 1.250• t00• ISO--.�. -F. .086' _ a a 12 1/2. 0.c. .500 , '_--1.350•- - _ ,JLA• -. - ,.3. ;;:Sac• ;_ ,D ; MAY BE REVOS[D) 1 aee• - ' I 1.500 _. 16 �. 1.671' r ".tE11MED C4AMM m THICKSR[1 ®. h t . ' J.37s" .064' --a CODE ASTY A663 TIP. I,2.OBO : , t.Ol3' r - GRADE BO Y.eMUM HEMMED' j n__ _ 2.123• _1 G-6o GUY. EDGE / L- L_ •J ,25 L. .064' I.6D0 \t, A _ - OEtA0. 4B 01 STORY PANEL - - - - - - - - - - - - - - -3is T7YP.) (TIP ) !-... �1350'_- DETAIL A -- ! - 1. _ .� PAELS HALL K INSTALLED ALWAYS -----2.387'--- - FF,IOaMEND �EWOF wNn WH' HEADER (�) 'F' TRACK OIL ANGLE WITM STUD A7 2O TIP. TOP EDGE . I P GALV0.A24- NIZED (NSTEEL W/ LMEIAYID EDT{.. ,w ! - , PANEL '-a mos• - -O.r '; : ARK � i 1 / / \ \ It 33*1 �• W.625 O.J75' �, 0.230•I `'ti.250'\ - , w7• •6YJ• -- -- 4Wr7or .'" ` -.. 2.591' -. �--- ..".'. - - 22so• - I -- -� °Nf1 1 OR.1ROUNDED ISOMETRIC VIEW DETAIL A �133,1 t -+_ �i200 a`:1._ F 2I� N CORNER O ENDS Or PANEL'S - .0 _- _ i 1 Ew .aD•. 2378' - END UP W( HEMMED EDGE. !_. .113' (N.T.S) .375 1 � fA9. sOT,W �' , I 2.500' I -_-. EDGE Or PANEL .091• ) [� _l OS KEY HOLE WASHER 3.750• D72• (�'S0• © KEY HOLE AT PANEL -'-'- (TIP.) ! 3105-MIST ALUM. ALLOY _ I I I SEE BEET a TOR ADOtIaNA 2.124' � .750• - .613' LIMITATIONS F SLEEVE LENGTH Is 11'. _--i.09,•- L71 125' ( ONLY VWLD FOR INSTALAT10NS INTO I M. 5- O SLEEVE '2 1 /8" I _,�' (iYP.) WIND STIWATLAES.. MAX. LENGTH 2 i) AIM - 1 2 oco --_ �2y p1 H 1.-i _ - --. 1 OI 3.750' -.193' [ 125' � , 2 4e _ !_.,, -0 � 1 750 �) `HIM L-- O7 REV. HEADER ® U' HEADER - IO -,• YW. To s• Ma. - i ® SLEEVE 1' MAX 2000--- I LENGTH • i O ANGLE ,INNER 11 "J" TRACK @ PANEL HANGER .--.•__--_-_-__ - 3,000• .- 60Bl-76 ALLOY No '^W .374• - - se4•m. a`�A1EP' A. Tl(��R,(1 1/4- WIDE) M✓�ID ' _ `,' PV,.•' RUSE ONLY FOR E-Z ILANNO STORM PANEL F... -- -J11• .T656- I --, �• ,470' I275• It '�-.,- as 4 . ViNEN,rf�'••,: iy SYSTEM) 6063-76 ALUM. ALLOY t .671• - F- 1- -P ? t.t oeD- .260,_ r N0. 44167 £ RORIDA BUILDING CODE Hon iR h VNtxlt Hu one Zone), 2.000• 1, r-�-MIN. O MIN. e ; ' WOW 1.7m .Ic r.r. - -- __ . - 24 GAGE GALVANIZED STEEL STORY PANEL --I t20t ' -0,' STATE OF 7 Z. DR.WN .r 1.. _ (Tp.) P 050•_-;' -- - 2.000•- - !-!- -- 'b. SEE 'S - ,20EN• �... 5'�O Lft'A*,L.G11, IL ECOIE6e. GLOBAL PROTECTION PRODUCTS. LLC. 'ra/rts.°i0 yyrr Naa ". Si sww .sL 3MAyII^yJ� t" P t 1E61N6 a a' d�'%-AY w (ra)aw»a �iaa4)"-$M 20-175 FfiKuHMLA1A w..-oeo`A--=. m___1HA'r E IED - - M.4..r- r -I 1© BUILD -OUT "F" Q BUILD -OUT 'F' TRACK iS 3 ® WASH7A erAL/4aM7uAE/oAe YAC ALLOY) PL AK1uGA-0i0m" PL .eJr TRACK ANGLE ( « 7 INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL C11] INTO EXISTING WOOD STRUCTURES '/a'I lk STEWS • e' 0.c. w/ ' 1 /2- - THREADED PDEIPATION -' t/.•. LAG ScAEW'S • 6. c c- W/ `\} TO E%T1NG WOW WADER (�' RECEEAFTMO W 1;�, , ,/2- Ain T,EEAOED PENETRATION - FIAT OR CN EDGE TO EXISTING WOOD WAD" ---(4) CPm. E14.,' S.M S. T'.., FA. END OF '.. 4 C..- hap- SANS � © �LEY", e EA E'NO OF s j I , ] j, II ! 4•. LAG SCREWS a 5- CC. W/ 5 , ', , >r i.1 1/4'.-INA' ^INS$ 1/2' Mn. THREADED PENETRATION ! (SEE DEtAA t/2• ! ...'i = I'Wf Y/MX�H 1/J2' ro EESTING WOOD HEADERn •II, ROTE IA ROOM)..1,-1 _-16- Dr EVERY& Rm.)J/18' An,n+ POP RK, 4 Cml Mlhl" SM.S.5 .000 -;.- ,IC.IIOM O [VEAY ® • FA END O Q WOW NC{G[R I x RO DIED 1 I i i I 2 9/,G• AIL.. I ,/•y4' 2 9/,a' MN ' SEPARATION YS. W/ SEPARATION I I/.•W.-20.3(1• TO CLASS. I 7ie'..3�Jx" TO CLASS YS W/7/6 r,3/32- I WING NUI e RING WAIT • Ly I [VERY OVFAtAP EVER,' .:AP 5 t F€TILL-t p 44� � r 3 N I X C M I r j p )� i 1 o C I WI 0 2 T /4' Y.9 / 'k4 PANEEMMTE PLUS W/ O 32 WING NU O/R6Ip/4}1-2�7�4' - I. 7/6• ME, THREADED/ lMA1�tEW {Ai NOTE ,A BELOW) PENETEATIONO 1 7 /2. O.0 1/4•0 LAG SCREWS a 6. O.C. W/ �Ilh (x) Yx4• I I/2' MY TREADED PEHETRA . • W0o0 AAR REOUHMED MD.DTA O PLATE AT SI7r{S 2000 OR MT OR ON EDGE S2) NIOD KIC M1E PLUS 21 Mh PEIATRATKN • ,I • SER�• ,TOO Wn. (2) 2-M' WOOD ON WO ALTERNATIVE 2"W MOgtaIN INSTALLAIM SCALE ,/A --'- ALTERNATIVE 1 "W SCALE 1/4--1' INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WnH IS.O. DESIGN LOADS _ l` UP TO .66.0 -75.3 WAND PANEL'S I.. UP TO 5'-10' cl 2. FOR NEW WOOD FREUIE CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN " PAVE N,. 2. W/ SPECM DENSITY OF 0.55 OR EQIUK B�� LJL.1� STO WWEELL IISCP�ANGEL CD G t _ O�HI 91t21OS2J�AT� 'ATB,.fFO d4 AG'1P ,PAOCN ? T IOW OI 2000 RF01.•PED - Imo' RYE MMIMUN OF K['IttAw. ITOP a BOTTOM MOLNTNGS CAN BE COMBINED N ANY CONDITION t ANCHOR LOCATION WAIT 10 SUIT AKY NSTALLATON. SCALE: 1/4- I• I MOTE : 9NUTTER TRICKS NOT SHOWN FOR ELAMTT iN ., it •I J E. I: ,• . 6i :: n MAXIMUM PANEL LENGTH 'L+" OR "L-" (ft.) B MAXIMUM A.S.D. DESIGN PRESSIAE RATING Au .a,_ CONCRETE k WDOO INSTALLATIONS t N b 2ao 12'-D' W-0' 25.0 12'-O• !t'-a' JOG Ir•-8• ,o•-9• no ro•-!o• ro•-O- 40.0 10•-1' V-4• 43.0 9'-6' 69• Sao---- --97-r. 6'-i 6'-01 510 a-r _ Sao e'-J rr-7 - Sao - 7a0 -- -- e_-o- - _.7-e,. 7'-4� - r-o- 710 7'-51 W-10• Sao 7-2' 6'-r SELO 7•-01 61-51 90.0 6'-9• C-2- _ 95.0 C-9" 6•-0' 10D.0 6'-5' S--I!' r05.0 6'-J• S' 9' A0.0 - '- 5Y 1,SD - 5'-6• n9.6 I LAG SOFWWS a 6' O.0 W/ I/2• "O•Mk. THREADED PENETRATION To COSTING Worn 'WADER ;(4-1. -20rJ 4• Y.S. CPTL /a' 3/3Y WING HM • 2 O.G. 4 CaK. 61h,' SAS. ter- • EA Ew0 a SEE DETAIL 1/24 a 5 7 CaH i (SEE DETAIL 1/24 a - NOTEEABELOW) 1' -I -�11L WOW NEAOEIR NEa6HED I 1 1/••. 2AJ/ " 5 b M SCREIV Wf ;X.3/32 WING NUT e - i2" D.C. 1 I K 2 T/a' IO I SLPARAtKN g ,/4Y_2pJ/4' - TO GLASS 1/4Y-2A]/4' Y/ SCREW W M. 50l.W W/ A5 1 I/,6• Min RANG YJT e/, SVAA X N I TD CLASS. i EVERY OEWM I IVEAY OVERLAP .-_ ..__..__._. y } --- € 1 �� i ! - I4 ! csr. H'y 5tb! r i dC A 1/•'r-7LNJ/4, Y.S. R Y 3 Gbnt I ogp WISING X� /32 I � t I - I 1 15 e t2• Dc 1 1 #1 1' s' - \ ;, _. 1_-. _ 6 I I I 1 ceA. - _1_ I -I , •Y-TOTS/4' YS. W/ 7 %3/32' IONIC 'r/�,// 1 a � 1' YA NI! OR 1/4'._X 3/a' -_ '-E ORa, a - S.-_. i^ t.2SD 7M0T 1MB1. , iHlA�2� NOR EA BOOED) _ 6 t/.•r-2oJ/1• YS W/ ,/.--a3/]2- Ca„1 WINO NUT f It" O.C. 1/4'r LAG SCREWS O e" OC w/ - 1/4'. LAG SCREWS • 6' O.C. W/ _2• IOn 1 ,/2" - THRVADFL PEIEIR.ATRN 1RN (2) Y14'-' , I/2' r THREADED PENETRATION YW. 2'ri' wODO WOW NUR' PEaRREO • ,AVAOTH OF PLATE PIAR REOVIED FIAT "g OR ON CiXE UNTING $LI-j UT YING CEWNG MO iTALLATION ALTERNATIVE 4"W -,, ,- - .... SCALE 1/4'-I' CODE nNG (Q.:.f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 A 5/5 CNEDULE ONLY FOR REGULAR STORY 2/4 1W/6, 2W/6, 3W/7 i 4W/7 RETE. CONCRETE BLOCK Ott WOOD (t) _3' MAX-_ - ANCHORS (SEE SCHEDULE ON -- ------ sIEL7s 9, 10 dtt) - - --. - .. .. _ _ _-- -J' MAX SINGLL PANELS CI) K L M AT EACH I' MIN. - ___-_ . ,• MN. ErrD WITH TRACKS (3) . n-® A a Qg �/� o 0 o A DIRECT MOUNTED AT EACH ENOe D.M..O, 3O, 4 rT - 1 --I-1- r-I-"T-r-rl-_-T-I--r-T,' ,• T_-1--T-r--rZ-T-r _I_ I -. _._ _.1-_I MAXIMUM PANEL LENGTH D YA%IYUY ADESIGNS.D. PRESSURE RATING J..N_ CONCRETE AT WINO TONS I NSTALU♦ L. U Iaa 14'-4' IJ•-0' 2mo 12'-10• rr'-7• Jmo Ir•-6• 10'-7' J,s.O 10--10• 9'-9' 4a0 9•-6• 9'-,. $5.0 9'-1. 6'-7• NiO0 6' 7• 6'-2- -- _ .4 6'-J• 7--9• _ 6a0 6'-0• 7--3' e5.0 7--6• ]•-2• 7Qo Y-S• 6'-$I' 7s o 7•-2• 6•-d' ea0 7'-O• 61-51 no 1-0• 6•-J' 90.o 61-9' 6'-r• 950 6'-r s-lo, WILD 6- 6 -7• I060 6•-J• 3'-4' I10.0 - 5"-I• I19.6 1'-6' MKS" SEPARATION TO GLASS SCHEDULE Wi%lAllll LENGTHPANEL WIND SPEED 4 170 m.p.h WIND SPEED > 170 m.,h (n) UNRESTRAINED RfSfiWMED UNRESTRAINED RESTRAINED 30 OR LESS I' I 1' 6• 6 1/4" >33 TO 90 I. 1• 7 1/2• 7 1/2' >90 TO 145 1• /• 7 1/2' 7 1/2- >tM W tln 1' I' - MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION Top DRECT T- •U- '.5'x1.5• IV,T TRACK , MOUNT HEADER HEADER ANGLE TRACKBOTTOM WAI,IG.[ /SOII�/iS-ROAIIEIR01 CLOSLURES - DIRECT MOUNT 46' 1 32- M. M. 56' SO' 1-S'X1,5' STUD ANGLE 35' 32• 32• 32• 42•T' 36' Y• TRACK 55'SY 32' 42' 67' 1. W'W I SIDE CLOSURES .VNGLE SO• 32' 32' 38' w_ 56' 56• -I SD' 32' 32' 36' W. 96' SB' i I I � II I I � I ! j jI-- -__ 1-1 _ 1 1 i 1 1 __I--1-�_ _> _ _ _1_ ) - -- - I - - T i l f ),,: 1­7__ I l -i f - 1 , -1 1 -{- I 0 1 { I I I I l r UNBOLTED PANELS l � ! I � _ BOLTED PANELS W/ i N-20a 1' (SEE SECTIONS AS I ,'I I I I 3.5. N.S. BOLT W/ d0 EA OVEAEAP APPLICABLE) I (SEE SECTIONS AS APPLICABLE) I� 11 1 i' ) 1 l ! Il Ill I I I I I I I j w 1 D. M.. 3O.®, - -I i , - ---- - -I- `- , ,i - -- � -- 1 ) ®or ® _ 1 • MIN 2/4 1 /4, 3/4, 4/5, 5/5 3 6/5 '• MAXMIN i W/6, 2W/6, 3W/7 A 4W/7 - -----ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 d11). - _ -_ REGULAR STORM PANEL Ct) ELEVATION lee, N.T.S. T/A- Ya1. GAP DI (MIL 0~ -, IWaL wum 1._ YAL GAS I O SECTION A -A N.T.S. NOTES, (1) L. WAMUM ALLOYM LE PANEL L2)DTH FOR A GIVEN POSITIVE ASD. DESIGN LOW. L- YAK ALLOWABLE PANEL LENGTH FOR A OMEN NEGATIVE ASD. DESIGN LOW. (2) PROCEDURE TO DETERMINE MAL1nM PANEL LLNWHE GIVEN A POSITIVE AS.D. DESIGN LOW, 17ETERNIE MAXIMUM PANEL LENM 'L.' FROM SCHEDULE OWN A NEGATIVE AS.D DESIGN LOW. DETMIINEE MAXIMUM PANEL LENGTH "L-' FROM SCHEDULE FINAL IAIOWN ALLOWABLE PANEL LENGTH S MUAL TO THE MOM MMMOED PM 91 LENGTH BETWEEN i.• AD'L-'. (3) SEE SCHEDULE BUD* FOR YN. PANEL LENGTH FOR POROSITY QUWFCXXMN. ' INSTALLATIONS IRO WOOD ARE LIMITED TO t /5 aA.1, MAX ASD. DESIGN PRESSURE RATING AS9. 10 a it F'OR MAX. AS.D. DESIGN LOWS d MAX. PANEL tF/1NM5 FOR �. - SPIDER IS tFSEO. S -, FLORIDA BUILDING CODE ' 0. 44167 : $ aam. xNm AK 24 GAGE GALVANIZED STEEL STORY PANEL j` *: ` � t _- d a'o„L•T•. 9'•. O TATE OF - Mm,azL �� PROTECTION PROOUCTSH LLC. 1 ORID6'• •�f(� �p'ev 4a(A S.W. 51 saw MIRE R Alta!,,FAT-. a4ML lrr eWWAL Rranr ",ffS' /�y NA ... 6, : DIN«rAN�M .� r,-, PIOIE. D.H.)W-76M. ,_ (9N)M9-a7n 20-175 " WIWq N> •T-w NINN nec/MR Yr LILT 3 O Hs - WTQC AI 1Wf11Y.. rL « GENERAL INSTALLATION INTO POURED TINGPOURED COCRETE CONCRETE BLOCK DETAILS CONCRETE OR .- FOR REGULAR PANEL CONCRETE BLOCK POAl1YD CONCRETE - C•NCRE'TE BLOCK C1 i STRUCTURES ., _ REQUIRED. , REQUIRED. CONCRETE M CHM . CONCRETE MOORS - (SEE SCHEDULE ON BEETS 9 THROUGH 10) , _ .O (SEE SCHEDUIL OPN SHEETS 9 THROUGH 10) .. (4)CONCRETE EXISTING POURED OR l ,-1 CONCRETE BLOCK. _ " 1 3 _J r , // t/2• 1/4. ( % l/ t/i. 11/4• REOUARED --• 1/Psan - -... _ . . __ _ . . - ) i�/ µArt•. _ - - _ CONCRETE ANCHORS :i ! _ -. -- I ED /i I �i %, D / E I (SEE 5CNEDULL ON l - SHEETS 9 THREE.: 10) /- 1 1 I / I E 1 1 _ (a)r I 1 I p I V I j' I I `/ �- -- SEPARATION j Ia W mm I (� � LE101H me rJ•1 fi SEPN1AnON � T--- -O - r r I � GI'I rr�T E'D I IXOStING , (SEE SCHEDULE I l• Y,n. --J 1 ' (SEE sGFEDi. p F Y, : I GLASS 1 ON SHEET 3) I PANEL LENGTH I I (SEE SCHEDULE 9 On SECT 3) N I 1 I Y• MIN.. IMin. SEPARATION I I •(• Ma.. I I ON SHEET 3) CONCRETE ANCHORS I - �, I. 9 n ♦-_ i I (SEE PANEL LENGTH I TO CLASS. SCHEDULE I(SEE SCHEDULE I PANEL LENGTH I ( SCHEDULE (SEE SOEDULL ON I 1 _..O SHEETS 9 THROUGH 14' R V ! ON SHEET 3) , - .- - j ._ .L- ON SHEET 3) T 1 % /' I OF'' X G� I I O E)asn X CUSS-- I I I 1;/ /. 1 NIA%. t .�E � E.D /1 L tj IjI '' : E D I E D � I /- I /, //,' 1 e 12 1/C O.0 I / - -I I APPLICABLE) ,1 :. 1Nr 1AWJJEEX TO'MIIE"sm.. 0, 1 /•'-mIH• ILL ALL ./ NUI CONCRER 11. t REWIRED. f I 1 CONCRETE ANCHORS , (SEE SCHEDULE ON //,/ J - -- - 1 r -to_ EO- . • 12 ,/Y at ` 1, min - /, � SHEETS 9 TIIROUGiI 10) " W/ � ONLY EWOi 50UD _ _..KTDEHATE LEG LOCATION '� -.� SET ! G1lX-N ARE USED k W/ WHEN' ._ EXNSfING POURED CONCRETE ALTERNATE CONCRETE [X15�NC POURED CONCRETE ANCHORS ._..OR CONCRETE ANCIIORS ARE ,' OR OONCRM BLOCK REQUIRED. CONCRETE BLOCK REOUIRED, STAGGERED W/ S'TL6.. (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) HiiILRAL JtT MIL-1 J!!Ee �� 7(Ifd NIJKit WALL � A{AM4111111Nr.1j a". .... CEPS ....... i • FLORIDA BUILDING CODE ton High Velocity Nftu can! Zone NOTE FOR COMBINATION OF SECTIONS: E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 d 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i 0. 44167 ; = , = #: * * s 9'., STATEOFCa �''.-__ ' O •,- F - -. - �'• �' (OR10T`! 'y F ... �\ /1/ - LJ NAN ellmo "Ll m..n 24 GAGE GALVANQED STEEL STORM PANEL IL E C O INe GLOBAL PROTECTION PRoouCTS. LLc. MAXI, "_ 6+ 6TAEET O°"r•2'�'• As- , pN ---RAW--: NNW m-wI w,aNc I.., R9 ruk NI: (u4Me.-. r - I'-, 11 now N. /»m Y< 20-f 7S ONI•..X. NHM NOINII �'E WMEFA Pt Y ,.-,q •QT 4GET N -6-0 0 0 r_ Cn 2 Cu 0 - a--• L a) O C:)- _0 O C .0 Cu U -0 o- � C a)-0 J �� (!& _v 0 m �! /f VJ -2"L ca 0 0 � LL �- 0 � •Cn N CU L O Q. c- Cu .� ''�^^ vJ Ca Q N' !) en l_I (, C_ �, •j lem YL -- f I I . 01- a , [ , _C. TILT 1-C C ' \f � 1 ; , s-- ' (11)r __ (" -� 11 - ' v ('J - � � C '� j' % = >, 1 • L (a. -0 `• • 1,,, 1- i O O - U r L_ L•• v ,i-LIJ INSTALLATION DETAILS FOR REGULAR PANEL C1� INSTALLATION INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL n1 INTO WOOD INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES • - - - -i --- -- -Mb - - O -_--- _ -- 1 : ) SEPARATION ' 1 WOOD ANCHORS (1' TO ! ANCHORS I.OGI 7lONTE (SEE SCHEDULE ON I ,/.Y-a,• I - - -(sEE SCHEDULE -.. I p5H-A,• ALTUWTE LED CONCRETE ANCHORS -(SEE SCHEDULE ON SHEET t t) O ¢s,.tLII ,•M eoLa I ON SHEET 3) i z B,%Ro 4'118' (MBn.) DOS' WOO -. - - - . � LLX'ATION EXISTING POURED CONCRETE _ _ p_ �A9 e . ,/.• oc I _ 1 ' AIRED. S7RUCTUIFAL- . (SEE SCHEOAL ON FJaS'DNG POURED WNCRER SHEETS 9 11IR000N 10) / - I, - :_.-._. --`A- - f- EverLINGimms, BEAM REQUIRED OR CONCRETE BLOCK / CONCRETE ANCHORS �� WD I __. OR CONCRETE BLOCN REQUITED . , ? / - _ _ 1 E%Sn ) T�/9{X/� 1 PNEL LENGTH REGISTERED ENGINEEREDOR - - / I �I E1USTING POURED - _ CO, L nON7E LEG , WOOD HEADER Al WOOD ANCHORS _ _ I I GLASS I _ _ _ _ N i . _ -� (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER ' ' � Ii 1 ` / . ,�i nl " [ ) Cn -6-11 _ - - - L__-_- __ _ _ ADEQUACY OF EXISTING WOOD rE9 fr-- EO may' -Rri SHEETS 9 THROUGH 101 OR CONC. REQUIRED. ._ _ ` CONCRETE REDWIt`D % (SHEETS 9 THROUGH 1 - O - ''. (SEE SCHEDULE ON I t1�1 - f ON SHEET i�FOR PI$TALIATION. ri./ / - , 4'1,' HQ ,IMHNR 1ITAD / SHEET i t) 01 / / //� . // / . to - mw / 1 1 2' 1 4• .. 1 ♦ -_.. __ $PACER r, _ _waoD ANCHORS ALTERNATE w00D Nid'gR5 _- I• Nin. -- �'/LNDOF SCREW 011 (D = ,'� /,��j I- _ ---, -1 MAXM. - I ���4 SEE SCH ON SEE ON _ . EO-,-EO- --- -/ 1 4' ;/ / / 1 / ) I I I �DIJIE SCH�DUIf L / •- / ® li. Lam ra sun a �% /Y 1 a• / Q SPACER �i a T SHEET 1, n I. , • m,• srai Aa../ Nur __ // ,N'-A,' Ss !S W/ AI, % -... -- I �'TN I - �/ Mo. " -L 1/2' ! T I/Y 0X. 1 1 -- _.- THAT!.. _- E (SEE SCHEDULE ON /. ' _. /2• _. H : // 1 (_..- - -- - i ", _ Ih+ I 1M ;' I ED! 1 1 MAX MIOW HEADER M"" I /2• ---- - I CONCRETE ANCHORS / • ,2 , at i WOOD HEADER _ ' 1 RED RED ' I - _. - ---- __I --- _t ' - - - -- - 1 ! ) 1 / ,? 1 Aly 29.1• / / ,'/ 1 ! LLLd,' I i,I I (D EO .x C I 1 T- - I REQUIRED y' //a'.-26,• --I SHEENS 9 THROUGH 10 . E.D.- _ T+:R.,9LDI f�R\1 L HEM .INNS I / .L. YOX. I 1 , �/�E�} 1 ll i Co. ,. ,i I Q 1/P o.c / ,% // � I ' , 1 I 1 - _. __) _ ____l G1A55� �% i W • %.hoc w� 1 1 / ..") jj` /// ./ /�// 1 P+WEL LENGTH I r __0 I' MAX. LONG ALLUMN SPACERS O 12 1/2• 1 1 1 IY000 ANCHORS r y_ An I 1 Exi 1 -_ E D /j/ 1 / /'/ 1 ( SCHEDULE 1 I ! I �•J O.C. (SEE TABLE I I ON SHEET 11.) E 1 (SEE SCHEDULE ON ' Y;n I G ! 1 {{ , {'.-1O,' �'! % ' ® I 1 T min.SEPARATION I FOt ��qAp(]� 1 SEPARATION 1 � 1 I •L• MAX I SEE NOTE ^ SLOW FOR UMRATIONS FOR 1 �. I SHEET II) E _ 1 ..6 a,� / % / I I TO GLASS. 1 O 5, {.- 70 GLASS. I PANEL LENGTH I 1 PANEL LENGTH + /2• LONG SLEEVES. .E65EPMAn(S TO I O ® I 0 (UE rOR WVC n. ON in GIASS. 1 ,/a'P-g.,• I (SEE SCHEDULE 1 1/.'.-2at' 9 d 109 1 (SEE SCHEDULE 1 (SEE SCHEDULE 1 1 (SEE SCHEDULF I HE ( I q-At• 1 1 I LHgN DiWN1 7.47 1 (SEE SCHEDULE DW I sa lats r i ON SHEET ]) 1 - Ar' ¢A� �A�1 ON SHEET ]) ! ON SHEET ]) 1 _ I ON SHEET ]) _PANEL MATE FEMALE O OR PANEL MATE 1 ON SHEET ]) 1 saT-s WZQ� I Yin. SE7•A.RATON TO IAASS. 1 1 'I SHIER S7 _ __ 1 p A - (WE FOX! N.6 ,/•'W-s!"' I PLUS (SEX SCHEDULE ON SHIEST 11) _ /�_ _ 1� o•"� (SEE SCHEDULE ON SHEET 'l' MAX. � O 1 I • PANEL LENGTH l -.. __ /A IBWM O.CI r� f IAOWA� 1 1 I r I ,DYH OSIH 7'rl I 1 A 0. PANEL LENGTH 'EL LEN ( , ILLS Np, rAWBL •L' Ya.. 4 ♦ - j�- - I I SS 1 - W H I i i .. f ; (INs[aFa RW¢ f• s[ I ss wLn SEE SCHEDULE 1 F LDa1N Ga r-1U PANEL LENGTH 1 . 1 1 I ' U Yin. 1 SEPAATIO/ I r� ON SHEET 3) ( 1 (SEE SCHEDULE fAA55 I _.. , - GLASS -I I PLATE REWIRED 1 ... ... - (SEE SCHEDULE E%PANEL LDICTIN ISi1 ,L' L 1 ( 'a I I I 1 1 IRE wR RYa 1 SEPARATION T 1 _ _ - - y i (ut 1011 R.4 (SEE SCHEDULE 1 7 � IX L ON SHEET 3 EtSTIyG,-I I _ -- - - ) Ex15TWG 1 1 IDWIN OIII r� EXISTING- I TO G1A45 I 2'.4' WOOD _ _ ! _._I.. -- - i 1 1 - '" r-a•) ON SHEET 3) TO GLASS, 1 -- `/ I A-- _ y 1 I A I -(SEE sc1EDULL -. I --� --- i__ _ ON SHEET 3) GLASS CL ^B1 aLAss ( --_ _ ; - -- T� cLAss ! I I ON SHEET 3) t .. DIRECT MOUNT W SPACER � t T---. - ICL (sN SCHRDUF I 5 _-_- -'V_-. O I I � - 1 - 1 _. _.{_-_� 1 ON SHEET ]) I OF x f 1 of t' I I-..- f-- - T---.- 1 Xk I ALTERNATIVE 2W I E -,.. - �,_ J I ( MAX*U) '^`} /i /f MAX./ %, Y / ', SPACED I i sox ! I O 12 t/z• O.C. 1 I `0 I 4 4, _�_ / I I 5DR 1 I I SEE TABLE I ON SHEET ii FOR MAX. PANEL LENGTHS k I I OF •L• I 1 V1 //1 TI1/ / / I //-1 - ij 1 1 � (� � (--I I-_�/ SCxE ]/e.t' I 1 SOt 1 �. 1®E.c / I �� OF 1• I i _ I MAX. A3.D DESIGN LOADS FOR THIS INSTALLATION. - - NAY. 1 E I O 12 1/2. 0.G _. - I I ED i/J LENGTH I 1Wf I Of T.' ED _ 1 1 _. 1 - I I 1. 'K !i I ,--T I IE 6i) MAX. _ _ e u / O.C.- _ 1 _ _ ! - 1l L-�j 'L`7I ED 11 (D 1 -- --- - ----- N .� ---__ I ,�.. `.-� � _3 }• � O 12 //2' O.C. EO r I 1 1 1 t 2' NO nNISH: W ' f i V.• 0.c. , I L- I I -- -I AUbRC6 F 1 EO -" I/ ~w'WH. wX`S :: CONCRETE ANCHORS / CONCRETE ANCHORS _ _ _- _ ., __ 1 -.. c EXISTING POURED \\\\ �'\ (SEE SCHEDULE OF / (SEE SCHEDULE ON __7 -1 �O 1 WOOD ANCHORS 1 I t W•• !.+/a'A ' \ �\ , \' SHEETS 9 TIRWCH 10 /� / ® SHEETS 9 THROUGH 10 - ' _ 2 1 LONG MAX ALUMINUM I- - I I 1 - I # # ®. 1/2 CONCRETE � , --...,..\ \ \ RAGE OF WALL OR SUB ) ) - �• - t 1 STAGGERED W STUD ._- _ _.., -. _- -_ RECKONED : \\ �/� UT SPACES e 6 1/4' O.C. VNID FOR EO / - 7/4' \ (WT. CONDITION) - i. N-L E SO0 LOWS AND PANEL 1 a (SEE SCHEDULE ON 9AEAI M WY 9[ t ,/2' UXD F. - '...' O CONCRETE ANCHORS_.. \\� �/ T TIER BLOCK OR CONCRETE BLDCX EXISTING PO4JRM CONCRETE IETIGTIIS PER SNFFt J. 2'X4' WOOD _�4, #N1: (1) VAR REEM ROOF M M (n6 ONE MMMC ION HWH ANH'S�• W� _._.. - - DECK REOILRED TOURED AN IX511NIG POURED CONCRETE \:/ _ - ANCHORS ? i SHEET f 1)B"M 2'a4' WORD PULE WD00 ANCHORS L ff REOURED. 1' MAX, LONG ALUMINUM SPACERS • - _.. I I LLWOIEC HD9HIT CINENRY IODWED ON e1SIT 1t). ON 1(..7`I (SEE SCNEDULf ON -� t2 1 PLATE REQUIRE WOOD ANCHORS 1 (SEE SCHEDULE 0P1_ . __ 3/4• (�SC11) - E.D - - - /2' O.C. (SEE TABLE 11 ON _. ,' NIL tEPAWWnON TO GLAIs ,rIGIpAWm 2'Y4' M'00p ' 6 WOOD _-_ SHEETS 9 d tOJ I I SHEET 11 COIaIID WAR! AS no D R®I- TO I/4' . I `� - -' .RUTE REOINNED (2) AIR'LIORS TOED ) S oaWE VA M AMINO wR F091E .0 a SPIFFY 11)-_---.:. - . (SEE SCHEDULE ON (PLED W A9D OEKIN rR[891A4 _... _ _ _ ._ -. PANLL WR MMEC !MIL E ENdm MAXIMUMV A 6 t/4. D.C. I _ -' 51EE15 9 THROUGH t0) STAGGERED W/ STUD - ()re S A us1IWc,Iox FIIaY 12 1/7. O.C. L4HICIIG AUDrm a i :�� _ - - 6HRT E)• I -2' W., CEILING A11,M MOUNTING BIJILDr MOUNTING WALL MOUNTING /01 W/SPACEM M OR Ig"t' MiWW S .10. -p p4I. (3) MAE 24 GAGE PANE. LO1a7N S IWO 10 W A ANY OPENING '^ SCALE 1/e-1• SCALE 3/e-1' SCAR 7/6. 1' I2) MAIORN S,01w PAN4 LnwTH3 I a MO 6 A ROIRCTICN FROM IAR9O PAR L04MG ALLOWED ON .- - - --- - v, n I I CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING WALL MOUNTING (s) slaw PAIn WIInLU.aION a ,7NlY ALTERNATIVE 2W (4) 1 1f2' LONG LATX7R C 111;W Wr AR SHALL I[ As NOCITED ON 1•}1L/W =yI ARM AN Daug WOOD FRue wW SCALE 3/6-1- Y[[T L Ist+ILZO . 1 AND 1M4 1I,Ac0R M A OILY ALE 3/5 L..Y.LL ALTERNATIVE 4W ALTERNATIVE 1 W WIND FOR mo saes 1, : AND s As EErope O er FLORIDASCALE 3/n-1 co (4) wswwXN VALID ONLY FOR WINO E-NN sMNOMIO AND 71E mao (7., ERI7,OO IT tIE F^ E.1HT,"._ SCALE 3/8-1• L MAIN/IIHI SCALE ]/8-,' I �. 2 a 3 M MITEI E \NNW$ •JDNO CODE- I `�E •• . a^ T ZT�F "9 T�(�/r T ER A:,T�1 I - 3`:' �CENA :✓. � LJJ 40 ��' �CENSF:'•�9, N47F5:�CENS '' : �� FLORIOA BUILDING CODE Non M h Wloci HufrloaM Zone NOTE FOR COMBINATION OF SECTIONS: _ N0. 44167 FLORIDA BU0.DING CODE Non NS h Wbcfl Hurrican! Zon9 FLORIDA BUILDING CODE Non h Velocity Hurricon! ton• /1101. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. • tlDe nRoe. INc ER T. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. - £ 4 NAM .c. Ft. • * .1o7D TkIlm Nc FA. Q a 44167 ? 2! SAGE GAIYA►RZEO STEEL STORM PANEL W. NOTE FOR G RL nON OF SECTONe_: DESIGN PRESSURE RATING (p...l) AND PM EL LENGTHS a N0. 441BI s 24 GAGE GALVANIZED STEEL STORM PANEL oWWN N: TOP d BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p...J) AND PANEL LENGTHS ; q STATE OF : 1 24 GAGE' GALLVANIZED STEEL STORY PMNL aA., m G * :• * : * s =)t : * : * = COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 9' • 0; NOTE FOR COMBINATION OF SECTIONS: I - �_ a7/27/70N TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR i - . r_ -- m/»/Im. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �y1.0.1F; ,FAO _ ' I �._.-_ »/»/Wna E.D. w EDGE DISTANCE •�•• $TATEO� IL ECOINo. LOBAL PROTECTKN PRODUCTSr LLC. a2E: COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) �•. STATEOf+-: � �,..GLOBAL PROTECTION PRODUCTS. LLC. ouL MEMBERS TO BE SOUXHERN PINE No 2, W/ SPECIFIC .k ---'- �IL E GLOBAL PROTECTION PRODUCTS, �'wTcZ(SEE SCHEDULE ONTOP d BOTTOM MOUNTINGS CAN 8E ' O'• F p _, � [ 'Moo S.w N SIRIE INSTALLATION. O F - -- - - / �.r (TRIO a ANr IfA11L n_ 3sTr4 ! 3 w �ORIO •!IW s.r. a, aTWLE DENSITY OF D.55 OR EOUAI HOPAL +TILL R • DonnSHEETS 9 d 10) COMBINED IN ANY WAY TO SUIT ANY a AC' / Y"L'� Wa Ara Ur Wr. Awe.6 n A+rDAME. FL 333,• G .=:mom-.w . a : pq ry wlolFe pN)Iw-7NL 3N [I6•)4.-J7.7 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD fi'L� Y 1rrA 4.r• n Lw AA 4D0 [.S.6, sIWEET INSTALLATION. /Q�• E� O % orr- er ORreW xs: MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Lt•/�AL 4,� L A"' : ooq„m�_,r.-pop n+-,r. n,ac fsN).w-7ew. rAe fw)tp-DTI 2�7 NHHIHHM rwA W_ r NL +r.F WrR, n »Ar IwwL FL ]s3,a Z H `1�' /G G-Go9mn DENSITY OF 0.55 OR EQUAL. N "�' a•-aWa1G - - i w... taG�u-�000.7"`w,.� m-,w PHONE, (u4)w�7a»> �RAR: t.a4M.G-.un 20-175 RWIen - Q INHIMI rt LLtal A TINT L•., rL Y 1r-,w Itiana I�,/L/ rLw.uWE WALTOR nowA ,u1T ,' PL - PE Tax/9a nint/G,E e+LTEA A /RLIT A., rt Y W-,e SHIILi a Q ,. N1 7 .le» 4 0 1s «t IK4LT I eF Is 11,1111111111111 SHEET NO. SH 1.3E At I I II I I I fill II 1 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY do E-Z HANG STORM PANEL (1) SYSTEMS VALES H r-4' WOOD FRAME r 1. )• . D93' 31a5 HM OR !: ecGLE ALw/ can. A3/1 r Mat•'1 4 dC _ REQUIRED ANGLE WITH ,/{Y . , 3/4'110 s 1 1 � 7APCON • 12' O.C. - 2 I/2- Wax OA Y.4' Ew000RNC - PMED WNCRETC _ S I 1 1/+'r . 1 3/4' TMOOY • REOVAD CONCRETE aIACK al E L AWHOR O 12' OZ -. 2 1/1_ �y%I Xz...:\ 2•e4" MOW n6WE I (!R® `n nY! PYNE2 • G CHI ANNa ,; ,�� 1 I IEIRYTE tE0 LOGTON !�' Mqn APCON ANClOR r wro Ir I r . ..s _.: • O.C. LES VA2' . s' ..055• CPR. t I) 5* WCBS e 97< L 1• I AWY. ANGLE OR YI• 1 060. 3105-N 16• SHED Pa%D CONCRETE. CONCRETE 1 - - I_ rRAC> METAL AUL BEM PLATE BLOCK ON 2•.e MOOD FRAME -`1 2' x 4• X .,25' REOURED 3105- 14 OR ;y.. 1- Ctw ; 1/2' C 1 To ALLO,2 W°GYT ALUM. ANGLE 1 Mn. _----------=°r---- J wl/4GAP 1/4' • BOLT e . e - .072• e 12. Tic 3105-1114 OR 60413-14 Nl°v W/,MCKNUT C•", Mum. ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1- SCALE 1/a•-I' SCALE 1/4•-1• SCALE 1/4•-1- SLID -AT OR CAN - OR ¢CO PAME1MATE 1 1 OR CONCRETE BLOCK 70P."w°Dna ORP�M4ILATOE Y°5 (yE 1.5x :• PWRED cOMCRITE - \:. S 1 1 �J O •® OR r.4• w000 Saes a OPOONG SCHEDULE a+ MEflS B, (WH PANEL ' ` canuEtE BLOCK 9L - �,` S „1 O �/ FRAME REWIRED AS APPLICABLE to 6 11) OVERLAP BEYOND , 2•.4' WOOD FRAME �., 1±+J - OPENING WIDTH) �.- IIQLCED LONgifTE. OONORpE REDIIRED IL/}_ �,., 1`.t` �\ FLOCK OR YN' MOOD FINE " \ \ �y TJ%4' Nov. REOLIIRFD j:\ ''^� 31 I I -.1 VARIES-- v '© OR® --0 --- (I)SENT W/ NK110LFD FROM a FLAT S' Nut I RANI (MEVFRFtACUT�)TO X - B.O. DISTANCE -,- -- I tntK O 1 : -J n•NAHNI CASE G (PLAN) �/ � •-tF1� 4�ioP t�� f-s� SCALE 4 u o VALID FOR DIREtt MOIA4T INSTALLATION ONLY h ' g s ' \GEMS :✓9RY F Iz CERTIFIED PANEL INSTALLATION AT WALLS W/ 2 _ .• N0. 44167 f SURFACE LEVEL VARIATIONS WITHIN 3/4- >: * * c * ? FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CASE E (PLAN) CASE F (PLAN) 24 GAGE GALVANIZED STEEL STORY PANEL awA's � LORP •, �'`• •-��• SCALE 1/4--I' SCALE 1/4--t- IO F!DUE GLOBAL PROTECTION PRODUS. LLC. gN4WTICITwOr6 OWkILDWO COMPANY 44100 SR. S,STOW a'FN. 11- Fu3311IN1NAT�uNmetmIN, 20-175 (W)6-766Fu: DRWatO NH AE SEA4/OGELUYNEOMT[ fA-OOOfiR r aLTG A Tun Jr- ri AN r-�w am6 a IN N, 7 MAXIMUM A.S.D, DESIGN PRESSURE RATING B f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL iQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN PRESSURE RAC MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO OF THEY MAXIMUM PANEL LENGTH (R-) TAPCON Lm SCREW LYATE FEYNE D FEMALE PA PLUS E P1i15 WOOD ausHING 13' 13' 13' 13" 1J• ITT (TOP) 13' 13' 13• 13' 13• Iw (BOTTOM) 6 1/2" 6 1/2- 6 1/2' 6 1/2- 6 1/2' 2w (TOP) - - 6 1/4- 12 1/2• 6 Ile -- (BON') S-O' -- a. a. '- _a. - 6. _ (TOP)� e_ e• e• e _ _ (BonaM) OR LESS tr 1r tr 13" 8 1/2- N (TOP) 6 1/2• 6 1/2- 6 1/2• 6 1/2• 6 1/2' R (TOP) a 1/4' 12 1/2' 1 6 1/4• 2w (BOTT.•) >6'-0- 4 1/2- a 5 I/2- GDP) U.-4' 4 1/2- 4 1/2' 7• T - ]w iBDt7oM) TD 1/2• 9 1/2' 12' 12' 1 4• (TOP) 13' Ir 13- I]' 6 1/2" 14W (BOTTOM) • SEE TABLE ji FOR MAX. A.S.D. DESIGN LOWS & MAX. PANEL. LENGTHS WHEN SPACER 0 IS USED. CORRESPONDING ONLY TO ALTUMTE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RATINAGTAPCON (D.W.I.) MAAKIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO I & ANY KTION MAgRAR,I PANEL LENGTH L' (H ) LAC SCREW PANELIATE FEMALE D PANEUATF PLUS WOOD lY 13• 13" tr 13' tw 13• 13, 13• tr a. 1W (BOTTOM) 6 1/2• a 1/2' 6 1/2• 6 1/2- 8 1/2• 2w (�W�) - - 6 1/4• 12 1/2" 6 1/4' 2W MOTT.-) S'-0' 1._7 112. a. a.- --- (TOP) L� / 6^ 3M O>DGDw) +45. -45 TTO .-7s 13• lY Ir -- 13• _ _ - Ir IY AIR (FOP) 13• _-_..13• 13• _- 13• 4W (BOTTOM) 13" 13• ,T ,r to* Ite OG)P7s 13' 1]• 13• 13' 6 1/4• 1w (mTraf) 6 1/2• 6 1/2" 6 I/2- 6 1/2• 6 1/2' FW (TOP) - 6 1/4• 12 1/2' 6 1/4 2W (19te0TT.•) >5'-0- TO 4 1/2• 7 1/2• 7 1/2' - I`•Ap) 7 5' _5• 5 1/2• a• e_ - SIN (BOTTOM) U- 12- 1Y 13• 5 1/2' 4W (TOP) 13' 1 13- 1 Ir 13' to' W (BOT1aM) • SEE TABLE 01 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TALE N}7 A A.U. DESIGN LOW i/AlINI/M PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE FpA0kLE ID OR PANEL MATE PLUS ANC14ORS & w/ sPQF'LONNArI 1/2. O.C. 1/4"0 TAPCON_ INSTALLATION DETAILS INTO POURED CONCRETE FOR LIFE SAFETY PANEL n OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCOM__ �EPOURED - ANCHOR • 9' O C �POUpED OR ANCHOR 0 9 CZ �fy CONCRETE BLOCK ,; :• CONCRETE BLOCK ii V 1 ED.• � I 1 1 A q EXbTND-6 1 I 7 -- In'•-m1' Wan N (AL1S5 f= 1 �,t{ - i - 1 a rA OeE Ha IMQ � 1EfaN 00H 7TJ 1 ATE / 1 PANLENGTH �-- - -"r - J (SEEEL ELEVATION ON SHEET ,2) q-sEPNaTaH' 1 ro tRAS4 t ! 4 r EXISTING PWREO'. ED6 CONCRETE OR i 1- _. CONCRETE BLDCIL j 'f. 43 REOIIIRED. / - IATn V1' at , 1/4'11 PAREUMTE PLUS ANCHOR O 12 1/2' 0.[. SEE "M 15 A It IN ANCHORS TYPE At SPACING MR .RIALLAMM 111t0 waca FROM PADD" HMNtAA ANCHOR SPACUOS AND Y• ANUM EDCE DISTANCE ARE PICGTED ON IRS SC14MU L FOR E.D. LESS THAN BOIGTED ON SMOMUE REDUCE ANCHOR SPACING IT MULTIPLYING SPACING SHMN ON SCHEDULE F THE FOLLOWM FActm. FOR THIS CVENTIOIN to ME REDUCED SPACING 05911do USING FACTOR SHALL NOT ARE LESS THAN MINIMUM SPACING A,DHa3ED FOR EXIT ANCHOR TYPE ON THIS SCHEDULE. I/e. 1/4•. ANCHOR the - ,,Foal - 0014 HMmLRL AAam OACIR9 00 3 3 -M. AAAAAA NIR ON,MWM D,.) 3 3 NPANaa" DMIN,r s•,r 0.) 3 3 1n AMA/L R Now= ON New 'Ir o� 2 ,/r Il, r OJO DD 3 , _ I/e / MAX..._... �j EA • /= I , O 1 , wU I I YET GLASS. A 1 I GVH35S1�J6 i , 'L' MAX IT ) 5 6' PANEL LENGTH 9 I (SEE ELEVATION7 / 6 I - j - _ I ON 94M 12) / I IT r -1 I I 1 At CUSTI? POURED E D /j/ 1 - CONCRETE CONCRETE CLOCK i' rEOUFRED. % • I (o -W 1i3/4o�ox (e�)'Lvs O LIINO&PPANEL WALL MOUNTINGS SCALE 3/8-1• FLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING B f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL la) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) rMAX DESIGN MANWN ANCHORS SPACING FOR MAN CD. PER SCHEDULE BELOW AllI1PPl.IfitBtE t MAXIMUM ANEL PlFMO1M ^L` (N.) MAX. AS,D DESIGN PRESSIIE PATINE (p,a.f.) YA101RIM AFIC110RP SPACYNO F'OR MO/ E0. PER SCHEDULE BE1.Ow APPUA SECTIONS MACMUM LENGTH (q) TAPCON SOLD -SET PANDAMRATING FEMALE QSIE THING-IMILM CNl(-IN TAPWN SOLD -SET PAMIDIAMTE FEMALE: ,D P� PLUS IAWG-NNf1N CAUf-9110 ro * m ro m ro m O710N ro m m mMOmRe ro OF THE31 .45. 45 LESS IS' t]' 1J• 1J' IY f' 3 t' 3 13• 13' Ir-_ t' 3 ,' J 1 OoA)111 5,-Ir OR LE .46. -0 +SS. -65 13" ,' S t' S t' ] i' 7 Q. 3 13' 13" 1 J 11 I / 2 1 (TOP) at LESS 1J' 13' 1]' 1]' IJ' 13' t]' 17' 13' ,J' 3 t]' t (BOTrGY) 1]' 1 '1 3 3 ' t]• tS' t3' 1 ' J/ 1]' T13� IJ 2 11 ) (BOTTOMT3'13' IS' 13' tr Is' 13" tr 13• 1r 1r 13' 2 (TOP) 13' 13• 13' 13' 13' 13• tr 1J•Ir 11 1/2 2 (TOP) ,r lr IY 13• lr Ir ,3- tr 13- 1]' 1]' 1J' x (°mToY) 1r 13• 13, 13' 13- tr t3' 1J• 13- 11 1/2 2 (BOTTOM) tr 13' IY IS' 13• 13' 'r 13• 13' 13' Ir Ir 3 (TOP) it 13- 1r Ir tr Ir tr Ir 13• 1J• Ir 11 1/2 3 (TOP) - - 12 Ilr 12 1/2 6 Ile 6 1/4' 1T 1/2 12 f/] - - 6 1/4' 6 1/4' 3 (BOTTOM) - - 12 1/2.12 1/2' 6 1/4' 6 1/4' 12 1/2.12 1/2 - 1 - 6 1/4. 5 1/4. 3 (BOTTOM) °• e• a• e' 6• 8' a• a• -- e• B' 8' 7 1/2. 4 (TOP) °• 5 1/2' a' °• °• 6 I/2' a' 7 1/2' a' e• _ e• s' 4 (Top) 8• t_3_' 17'- Ir -/3' B- 6 e' °• - 8' - 4 (BOTTOM) 0' 13- -- U_' - -- Ir a' - a• - a• -- - e• - --------- 8' - 4 (BOTTOM) -- _ tr t3' -- 13• i 13' Ir ,T Ir - -1S' - 13' 1r tr ,3' 13 t]' -- Ir -- Ir Ir 5 (TOP) --- 13• Ir Ir - Ir --_ t3' Sr -� ,3' 13' - _-_ t]' lY ,3' 13' tt 1/2 5 (FOP) +3' IY 13' S (BOTTOM) --_ t!' 13' t]' t3' _- 1T t3' 13' „ t/1 5 (BOTTOM) _ 13' 11' _ 13' 'r 13' 13' ,3' 1J' 13' _ t_]'_ _ c 11' 1J' 6 (TOP) 13' Ir13' IrlY t]' ,1• -- I]" lr -- Ir --- Ir 11 1/1 6 (TOP) - _ 6 1/4' 6 1/4' 6 Ile 6 1/1' - - - 5 1/4' 6 1/4' 6 (Bart.-) - - 6 Ile 6 1/e 6 ,/e 6 t/44' - 6 t/4' 6 1/4' 6 13" 5• 1r 10 1/2 tr r Ir 7• 7 1/2 5 ,/2 Ir 4 1/2. 1 (TOP) TO 14'-4- Ir6' IY 13• 13• 8 1/2• Ir 8 1/2- 9 1/2-6 1/2' 73• S 1/r 1 (TOP) TO 0-6• 13• 7' 13' ,r 137 9 1/2 Ir 9 1/2 to 1/2 7 1/2 Ir 6" I (BOTTOM) 13' 7 1/r 13' IY tY to, AS' 10• n' a• Ir 6 1/2• I (BOTTOM) Ir s' Ir 10 1/2 13' 7' 13' r 7 1/2 5 1/2 13• 4 1/2' 2 OOP) 1r 6• _ it 13' 1 13' 8 1/2' 13" 18 1/2' 9 1/2' 6 1/2' 13' 5 I/r 2 (TOP) 13' 7• Ir 13- it 9 1/2 1S' 9 1/2 10 1/2 7 1/2 13' 8 1/2- 2 (BOTTOM) IS' 7 1/2-1 13' 13• Ir 10' 13' 10' it" a• tr 6 1/2' 2 MOT -TOY) 1r 7• 13' 13• Ir 9 1/2 13' 9 1/2 10 1/2 7 112 '3• 6 1/2. 3 (TOP) 13' 7 1/2' Ir I]• tr 10' 13- to' tI' 1 a' is' 5 1/2 3 (TOP) - - 12 1/2'12 1/2 6 1/4' 6 1/1' 72 I/2' 6 Ile- - 6 1/4' 6 Ile (BOTTOM) - 12 I/2'/2 1/2 6 Ile6 1/4- 12 1/3'12 1/1 - - 6 I/e6 1/4' 3 (BOTTOM) r Y a- S t/r 7• 3 1/7- 8• 4• 4 1/2' r 5 1/2' r 4 (TOP) 7 1/r r a' 6• 7• 4• a' A• 4 1/2- 3 I/r 0 1/2• r a (TOP) e- 8 °' - a• - 5 1/2' 7 1/2' 4 (BOTTOM) a' - a' S. a' 5 1/2' 7 1/2' 4 (BOTTOM) t3 r r tr 13' 9 1/2' 13' 9 1/2 10 1/2 7 1/2' 13' a• s (TOP) 13' 8 1/2' tr tr 1r _- IO' 13• to, it' a' 13• 8 1/2. 5 (TOP) 13" 7• 1]' Ir 1}' 9 1/2' IS• 9 1/2' 10 111 7 1/2• 13' 0 1/2" s (BOTTOM) 13• a I/r Ir 1J• 1J' Iw 13- 10• 11^ 6' 13' 0 /2 5 (BOTTOM) 5' tr 10 1/2 Ir r 13• 7• 7 H/2' S ,/2• 13• 4 1/2' 6 (TOP) ,3' 6" 13' 1]' t3' 8 1/3' 1J' a 1/1 9 1/2' 5 1/z' 6 1/4' 15 1/4' 6 1/4• 6 I/s• ! 1/4- 10 1/4' 6 (BOSS.") 6 1/4" 6 1/4• 16 1/P 1 6 1/0 1 _ _ _ _ 16 1/4• 6 1/4' 6 (Wn,--) SEE SHM IT IDR ANCHM TYPE At SPACING FOR 4FSTAUATIOIIi WTO WOOD FRAMIE RULING& 4 1NRN ANEmom SPACINGS AND ANNNaI EDGE DISTANCE ARE IOrALTED ON DHa SCEpRE raft E.D LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MIATPLYWC SPACING SHOW ON SCHEDULE F M FOLLOWING iACTORI. FOR THIS OPOM11pN TO ME POSMKJL REDUCED SIPACAC OBINT" USING FACTOR SI•r1 Na BE LESS THWI MFINOY SPACING FWATED FOR EACH ANCHOR TYPE ON PAR SCHEDULE I/I•• ,/44 Hp•• t/4'• tp1 ANCHOR T11'AE rArcYN BWo-MI nm ft a rANPuts 7Aw0-+TON -GYIf-w WM11W AticHm SANDING (in.) 3 3 3 3 2 1/2- 2 1/2 � em (Hn) r 3 31/r 3 aa,RG3 east ] ] ,n' 3 In• AC11ML 1DBE 09066L (E¢) FACTOR - - - 2- _'+_ - a4o - o n - m - lag 043 - 1. - • SPACINGS ONLY VALID WHEN SPACER®IS USED. SEE TWE 01 FOR MAX. A.&D. DESIGN LOADS All, MAX. PANEL Lvarmg WHEN SPACER 0 IS USED. r MAX. D.M., Y), rw. O °fO O O O O O O b r_,______ _ ___----- _________ I ________t_-___ _ _ , I I "T-- - - i I ; I i1,17, 1 1 1 I TABLE 41 A A.S.D. DES I LOAD MAXIM PANEL LENGTH 40 PSF OR LE55 W-8- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non Mah Velocity Hurricane ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 616)_. �R-1A/13, ItR-3A/14, �R-111I R-28/13, R-30/14, 3'WX R-tAW/15. R-2AW/15. R-3AW/16. R-IOW/15. R-28W/15. R-38W/16. 1- 1 L/2 1/4•e-20.1- S.S. BOLTS WO t' (USE FOR PANEL LOOM - MA. O OVER 7'-6•) O '.� PANPANELLENGTH REGULAR STORM PANEL REGULAR STORY PANEL 8'-B' O +40.0. -40.0 p- .f. DIE ___--- ______________/RIAP A�ENTH PAIEL LGBOLT) - LIFE SAFETIGRM PANEL '. - - � 7'-6' • +50D, -54.0 Pa.f. (W/0 Ovo9AP wD PANEL LENGM BOLT) A LOSE T-Ir MIN. PANEL LENGTH 1/4-0-20.1- AT ALL MOUNIVINICS SS, BOLTS W 1 AT EA EA - l I I ------------ _ _.__ _ _ _. . ___- .___ ___-___ _.___ H -. •- _ . t .. .,. Z2f NDTOES AT STUD i-__ _ 1.80LPON OLIFE Swm D.M.. .; C , PANEL B.T. CORNERS O _ .__ ____ ____ Or O.. WING NUT AT WERIOR WING NUT AT r yAq, LEFT PANEL �' LLY� -- RIGHT PANEL 3• WX. f INSTAL1ATKXVS ONLY VAUD FOR WINO I' WIN. R-tA/13, R-2A/13, R-SA/14. R-18/13. R-28/13, R-39/14, I Mw, SPEED UP TO 170 m.p.h. R-TAW/15, R-2AW/15, R-SAW/16. R-18W/15, R-2BW/115, R-3BW/16. -- -ANCHORS (SEE SECTIONS t ALTERNATWS ON SHEETS 13, 14. 15 t16)- - -- -- _I/e -MAX . GAP LIFE SAFETY STORM PANEL n ELEVATION (t) O 2.68r SCALE I/e-I REGULAR REGULAR Q vaiv 111aE STORY PANEL Ax , STORM PANEL '. Ile MAx. CAP ----------�-\ f. ✓ • ',. 72 #7 LATE SAFVfY PANEL s # e FLORIDA BUILDING CODE Non High Velocity HurNCon4 S T•• A Q• r AVOID nTECO. W. EXTERIOR =tyFs•.�ORIDA 24 GAGE GALVANIZED STEEL STORM PANEL aw 4y'a� �PN....cN��� SECTION A -A �� I� L1EC01INa. LOBAL PROTECTION PRODUCTS, LLC. 2 _ / IeW S.N. 51 81RM SCALE 1/4'-1' 1H► L M rv.RAN, R D,� aRW. n- 33314 2G• GY•-. PW N1_GAN r- - WM P,-�N, PNO,e: (/B•)16H-TDU. FAR (I64)IM-OI7 _ INSTALLATION W1YO0ppDD HEADER _ DETAILS INTO _WOOD HEADER FOR UFE SAFETY WOOD STRUCTURES r PANEL d) I MOOD HEADER ICI _ �D0D HEADER _ REWIRCO T TEW6RED 1FE'OUIRED T 7NEOLIno Ile TAPCON 114Y TAPCON �4's TAPCON 1 4"F TAPCON ANCHOR • 9' o.0 / ANCHOR O 9' O.C. + ANCHOR • 9. O-C. o se OR • 9. O.C. Y ., I y .J I Y; 1/2• (1/4. MAX ./2. I/4• I 1/2 ,/a• 1/2• 1/4 / MA,. d wn AIAX. % AIM. ) YAi_.-. _- - -1 y 1 W. MAX 1 L� I _ 7 I I u N --O j I/•1-mt' [ '•'' N Ew I/AY-m,�1 •�A{� WI OOSn -n I >ts. can w a EN6n2y�a GLASS , tgRr 4aaAA" GLASS B X �� � a P EXL5TING ♦A y� Gl/SS A Y' 9= RIn 1Bow oaN I 1 N ♦ ♦ 1 L61aN 1AQ F� GtAss A , , 1 I 1 T _ r Z' MAX-�. N FAHPANELLEN LENGTH11P.. I 0 a- - A, -_ I 'L, MAIL. 3_ LENGTH --_ -.- q 1- (SEE ¢EVASION ! a. (SEE ELEVATION -y/c PPANEL ANEL tEN(THH LENGTH .',(SEE ELEVATION _. i _I II ON SHEET 12) _ I PANEL LENGTH -4/,-::-.T:: (SEE i I - I ON SHEET 12) 1 ON SHEET 12) T HTELEVATION2) ON SHEET 12) q O I�-SEPAR4TETI N I. 1 O Wn. O A t SEPARATIATI ON N TO GLASS, � � t _�...... ._ • O -_ I O q TO GUST I 12 1 3EPARATDN- - N A t• IMn. I , W ui TO GLASS j 1 a• - II iu• n ; /2 . TO G1A55. i O 6• ® _ I? • a TIRO _ . I 1 q 1 ENO _y , 1 ._ j E0. _ ii�I ne`121n'. I EEO _ _7 - _ E ' 1E0. 1/2- .'r-3Ou •• r • t ' I .O _4) PLAT Nan e 12 )r. E�G , 1 1/2• Il•1-a3/� _?[S rol yAo rs - 1PLATE - �'4'H SNAGGY Ij eP TAPCON REQUIRED I _ �I•F TAPCON 2WOOD 00 Nan w'.7(1'D0.0 AA 11 ANCHOR O 9' O.C- ANCHOR O 9. O.C. itl '\� -'. ANCHIOR O 9' O.C. PLATE 1f4Y TAPCON STAGGERED W/ STUD I STAGGERED W/ STUD REQUIRED ANCHOR • 9' OCREQUIRED _= REOUIRED v am O L1FELAnSAEEiY PANEL WALL MOUNTINGS SCALE 3/8-1- raw &K OWN A T. It S iJF`E SAFETY-OL WALL MOUNTINGS SCALE 3/8-1• ',..•ENY ''• ,L FLORIDA BUILDING CODE Non High Velocity Nurr)cons Zone •`•��P 44167 e1 AW` "ALW ''C' 24 GAGE GALVANIZED STEEL STORM( PANEL 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.N,H) AND PANEL LENGTHS AS PER ELEVATION ON SHEEETT IL • OPAM z * : * -- * _ ? STATE Oi LTaIT�E CPO INC. GLOBAL PROTECTION PRODUCTS. LLC. 01 G,C 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ry' � �y. r7 •' O/: ,!LORIOR,•d1i2;2�urty Am a tw La 4.1i.. R a N• 1. 51 snug n_ mot• 20-175 DENSITY OF 0.55 OR EOUAL "'.i+'' S/ "-: wa .' 'u P'-'u' nlWc. (Ia.Nw-75AX, G-OOD0719 n - 4�.r rNc f95•Ne►•BI9T /l WMre N•: NWE/MR MU A 1LUT Jr.. ►L q° n-'C t BXpT 15 a tl MAXIMUM A.S.D. DESIGN PRESSURE RATING :.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING scHEDULE FOR REGULAR STORM PANEL q) INSTALLATIONS INTO CONCRETE 11L CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAUL ASD. DESIGNPANEL PRESSURE MAXI MAf ANCHORS SPACING FUR WIN E.D. PER SCHEDULE BELOW PLICABLE S 0 MAXIMIM LENGTH L. (ft.) MAX. A.S.D. Des" RATING (P...f.) MAIOAN ANCHORS SPACING FOR MAN EA PER SCHEDULE BELON ~-.aLE TOSECTIONS 8 � 1d/ PANEL LENGTH (m) TAPCON 90L1D-SET PAMELVATtFEMALE D PLUSH ZANNC-mLw CKX-N TAPCOM SOUD-SET p P � ZANAC-NNllf CAIX-IN roRATING - m m m it m ro MFelTw� [2CTOP) m m ro m m aoHHit[ >+65, -65 7D +75, -7S Ir 11• tr ,r Ir IY Ir 1r 12' it to" (TOP) 5,-a- OR LESS +75. -75 TO +11A-119.8 1r S• Ir 10 1/2 Ir a 1/2' 1r 6 1/2- 7 1/2• 5 1/2- 1r 4 1/2. 1 (TOP) OR LESS Ir ,I' Ir 13' tr Ir 13' Ir Ir Ir it to, (BOTTOM) 13' 6 1/2" 13' Ir I]' 9• Ir 9• t0• 7 t/r 13' a• 1 (BOTTOM) 13' it` 13' IY it IY 13' IY 13" 12- iY t0' lr 5' Ir 10 I/2 1r 6 1/2• Ir 6 1/2" 7 1/2- 5 1/2- Ir 4 1/2. 2 (TOP) 13" 1t' tr 13' is, 13' 1J' 13• 1Y 12' tY t0' 2 (BOTTOM) tr r 13' 1r ,r 9 1/2• 1r 9 1/2' 0 t 7 1/2' 12, 6 t/2' i (BOTT01) 13' 13' tI' 13' 10' 3 OOP) tJ' r tY - - 12 1/2 12 1/2 6 1/4• 6 1/4' 12 1/2'12 1/2 - - 6 1/4' 6 Ile 3 (BOTTOM) - - 2 t/2'T2 1/2 6 ,/4' 6 t/4' 12 ,/2' 6 ,/4' - - 6 1/{' 6 r/{' J (BOTTOM) 0• 5• e• 8• a• a" w a 1/2• r 5' i' 4 1/r 4 (TOP) Y 3• 6' 5 1/2' r 3 1/2' W 4• 4 1/2- r 6 1/2' 2 1/2• 4 (TOP) e• - °' - e` - e• e• °• - °•_ - a (BOTTOM) e• 13• _ - 6 ,/r - °• _ - °• - 5 +/2- - r - 4 (BOTTOM) 1r 11- 13" Ir1J' --13' 13" t]" lY t3' 12' 13' 10' S (TOP) 6 1/2' - I]' - t3' 1J'_ --lr 9' 13' 9' 1°' 7 1/2' 13• r 5 (TOP) 1J' 11' 13• 13'- tY 13' 13' IY 12• 13• TO- 5 (BOTTOM) ,r 7• I]' IS' 9 1/2• IS' B f/]' 10 1/2' 7 1/r Ir 6' ° (BOTTOM) 13'_ IT' it 13• 13- tr 13- lr t3' 12- Ir TO- 6 (TOP) 13• 5' 13' 10 1/T 13' a 1/2' Ir 6 1/2' 7 t/2' S ,/2" 1J• { t/2. 6 (TOP) - - 6 t/e 6 Ile 6 I/e 6 1/I' - - - --- - 6 1/4' 6 1/4• 6 (DO".--) - 0 Ile 6 Ile 6 1/4' 6 Ile 5 Ile 6 1/4' - - 6 1/1• 6 1/4' 6 owmT.••) I]' 7 1/2' IT Ir 13• 10' 13' to' 1,' a• Ir 6 1 2. / 1 ) >51-or TO 8'-0' ,r 5" 13' 10 I / Ir 6 I 13' 6 , 2' / 7 1 /i' S 1/2- 13' 14 1/2* 11 (TOP) >5,-e• TO 7•-S' IY 7 1/2' Ir Ir 1 13• 10 1/2- 13' 10 t/2 it 1/Y a' 13' r 1 (BOTTOM) Ir 6 1/2' Ir 13• 1Y 9' 1 13• 9• To. 7 1/2' 13' 1 6' 11 (BOTTOM) 13' 7 1/2• 13' 13' tr to- 1 13' to' it' 0• Ir 6 1/2. 2 (TOP) tr 5• it 10 1/2 Ir a 1/2- 1Y 6 1/2• 7 1/2' 5 1/2• 13' 14 1/2* 12 (TOP) !r 7 1/2' 13' 1r Ir 10 1/2 13' 10 1/2"14 1/2• S' it r 2 (BOTTOM) 13• 7' 13' 13• 1 13' 9 1/2" 1r 19 I/r 10 1/2' 7 1/2• it 6 1/2' 12 (BOTTOM) 13' 7 1/2' 1 13' 1J' it 10 1/21 Ir 10 1/2-11 1/2 r 13. 7' 3 (TOP) tr 7• 13• 1r Ir 9 1/2- ,r 0 1/1. 10 1/2 7 1/2' 13' 6• 13 (TOP) 12 //2'12 1/2 6 1/4' 6 1/4' 12 1/2' 5 1/e - - 6 1/4' 6 Ile 3 (BOTTOM) - - 12 ,/2.12 1/2 6 1/e 6 Ile 12 1/2" 6 1/e - - 6 1/4' 6 t/a' 13 (BOTTOM) 7 1/2' 3 1/2- 1 7 1/2• a a' 4 1/2• 5- 3 1/2" r 3• 4 (TOP) 7• 3- 6• S 1/2' 71 3 1/2' 81 e 4 1/2' r 6 1/2' 2 1/2' 4 (TOP) a• - 8" - a• - e• - 6• - a• A (90TTOY) a' - 6 1/2- - 8' - 6' - 5 1/2' - Y - 4 (BOTTOM) 13' 7 1/T' I]' 13• it 10 1/2 13• 10 1/2'11 1/2• 6' L Ir 7• S (TOP) 13" 6 1/2' 13' 1Y Ir 9• 13' 9• 10• 7 1/2' 13' 6' S (TOP) 13' 13- 13• 10 1/T Ir 10 1/2 11 1/2• a' 1 tr 7- 5 (BOTTOM) Ir r 13, 13• Ir 9 1/2' Ir 9 1/2' 10 1/2' 7 1/I' IS' 6• 5 (BOTTOM) Ir 13• 13' Ir 10 1/2 13• to 1/2 11 1/2 e' 1 13' 7• 6 (TOP) I S• ,3• 13' 6 1/2• 13' / 1/r 7 1/2-,5 1/2- 13• a 1/2. 6 (TOP) 6 1/4• 6 1/4' 6 t/4• 6 1/1• 6 1/4' 6 Ile 6 (90TT '•) a 1/4- 4 1/4' 6 1/4' 6 1/4' 6,/1• 6 Ile 6 (Ban.") METE *w I FOR ANDAORS TYRE a sworn row WSIA13ATOHC Ono 11000 rime eIIID/NO♦. • MHI•IRAN .ANCHOR SPRCM6° AND MINIMUM WISE DISTANCE ARE PICINI ON THIS SCHEDULE FOR E0. LESS THAN ROKATED ON SCHEDULE REDUCE ANCHOR SPACING F MULIPLYNO SirCRHe SHOW at 1C+EOULE F THE rOLL.ow•a rACIoRS ran "ft OPCMTcW To 9E MBBD.E. RmHCED SPRCRO OIAIA►AAD USING FACION 9MLL NOT 6E U36 THMN MMNIUA SPNDBNG INDICATED FOR EACH ARDOR TYPE ON TIC SCEDULL ,H'• 1/4• I/e. 1/41 ,/41 1/4S ANCHOR TTwE TPOnN W`Uo r nmz to PLAN VAK-•PAIN CAUI MOMIY ANCHOR SPACING (YL) 3 3 3 3 2 'Ir 2 1/2 AtFIRAM w64 Pd 3 3 ,n' J• 3 3 ,n• 3 a3TANQ BdJ eDGt a ] 3 In• 3 1/r 3 t/M 3 ,/2• AC(UER ■K DeOBLL D. FACTOR n 0m - - 21n "I o30 - - - TIM en oAJ - SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T�iQLE j1 FOR MAX. wS.D. DESIGN LOADS & AIA)L PANEL W}EN SPACER IS USED. MOLL-t1 A A.S.D. DESIGN LOAD IAAIOWAI PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5-10' A MAX. PANEL LENGTHS ARE ON VALID FOR IN DNS W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON_._ _ _-POURED 1/4-0 TAPCON__ _ ._ DuSITNO POURED 1p•9 TAPCON_._ POSTING POURED ANCHOR O 9' O.C. OR ANCHOR O 9' O.C. CONCRETE OR ANCHOR O 9. O.0 CONCRETE OR i CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK REO(KRFD. REQUIRED. REOUWED. .O f / /2• II/e F - .. t/1" 1/4' r / t/2• Ile m V, --1• Yin. SEPARATION TO GLASS, 1/4•0 TAPCON _QO POUREp ANCHOR O 9' O.C. CONCRETE OR CONCRETE BLOCK REOU ED. 1 A 1' win. I q � M 1" MITI. I i q I B-SEPAATION- Tmr Ex13Tlyj2-j�TO GLASS. ♦ GLASS _ j T. ,/.Y-m,• ZS e0.n w NBC %T - , •Y-mf• a 9oLn W OlAS5 6 TO CU55. ! 0 _ V aa� ; J c i R 1 0 I Los. wad ; 1 ■ 1 1 1 Z• Ma., 9 PANEL LENGTH P (SEE 9 1 I 1• NIA%. D 6' PANEL LENGTH 4 i (SEE ELEVATION r. ). 1 l' AM%. B C PANEL LENGTH H (SEE ELEVATION A , HET 12) ON SHEET 12) � � �. _...-.. __..__1 _ ...- � ON SHEET 12) ,I 1 Yin. I ON SHEET 12) „ ■ �CUn. I '�- L I I N E.D.AT %/ j01 ED• j 6• E.O.• i// I I 0c I % - 4 1/4-11PC TAON� MICHOR O 9. O.C. _ EXISTING POURED CONCRETE OR --CE°NCRETE BLOCK REQUIRED. SECTION R-1A O REGULAR PANELS WALL MOUNTINGS SCALE 3/8-,' 1. I 4 ip•N rAPta4 ANCHOR O 9' O.C. EXISTING POURED CONCRETE OR ��Q_t NCgR_ETE BLOCK REOIAPEO. C O LI��A Y ANEL SEE SHEITSSPA IB • 16 FOR ANCHORS 1610N011 REM[ ,/e. -�m PIPE k SPNDRC FOR NSTALLAT10T6 Wn0 ANNNRLA AIOOL V-0 OP,) 3MAINTAINUM WOOD nvAc A MANCHOR S►OR SP AC9't ANCHOR ID MINNRA •AININ.r INIR a...M GIN) 0-W O.,r4A1 BAHr 00 3 3 EDGE 0M7A/CE ARC /AL'A7E0 ON iM4 SCNFDIAL FM CD. 1E56 THAN IOOLIED ON SCHEDULE REDUCE AFAC"OR SPACING F MULTPLY/O SPAC/FG SHOWN ON SCHEDULE F THE FOLLOWING FACTORS, ANK q0E OMM OW RIOPOR o� MR TOM OP MTON m K POSSIBLE. REDUCED stmaw OBTAINED O TW SMALL ARE 1E54 THAN 2 In. 0.et mmuLOT ANCHOR IHED FOR EACH AANCHORR TYPE TIRE O ON INS SGBDULC 0/0 3 1n• .-2Dr Nan W 1 i MACE 6' PANEL LENGTH (SEE EIEVAT1011 ON SHEET 12) 6' 1 EDf ;; t _.) 1 4n, •• EO � -� 11w ri 1EO L.r EO (.- 1_._. I I/�•P- a a• _ TR ,rs. San W can . AA A _.1/4-0 TAPCON - --1/4•0 TAPCON ANCHOR a 9. O.C. ANCHOR O 0. O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR JJ CONCRETE BLOCK REOURED. O REGULAR 6PANELS O NC CONCRETE BLOCK REDILRED. ""NFL '�Y PANEL WALL MOUNTINGS ANNNNr.._ SCALE 3/8-1- FLORIDA INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO WOOD STRUCTURES L i WTFWOUDRED Il. ,lt-0 TAPCON ,(.-9 TAPCd1 VT CNOR 0O.C. NCTEOR O 9. O.C. {99�• 1�t -(4) I 7 I/e 1/2' 1/4. MAX I I 1 I X � O u � i j ,Hy-m,• ExsnLjAf-j I t 1-ml" - 6 1 G R► • 1 CLASS ■ F u .. i N aRn E)OSi a I r P. ♦ r -- CAR Rat PNEI CUSS t A 11 I U3aw OO, 7-An 1 II I P 1 i 'L, MAX. __ - 1 PANEL IFRCT/l AT. __ _ _-.- '- '- _ r_-�.__ q• PAN¢ LENGTH 11 (SEELEVATIONq , (SEE ELEVATION 0NEst, I2 n I I ON SHEET 12) - a IT IT it APITION I� T° GLASS. OO M II CUSS, ,- A ! Co. .. 1 e W yr RIG E0. I' i R a I/t AM, I E0. 1. _.I EO t I WWOOD TROOP - ( - ) : PLATE PLATE REOUIRED 1/4'0 PANELMATE PLUS REQUIRED - 1/4•0 PANELMATE PLUS _ ANCHOR O 12 1/2- O.C. ANCHOR O 12 1/2' O.C. ALTERNATIVE R-3AW O REGULAR PANELS O MUMSWWANT1 IIININA WALL MOUNTINGS CEP A_ ifLL/14L� SCALE 3/e-1• T� vCEN ✓q+,� 44157 % FLORIDA BUILDING CODE Non High Velocity Nu cone Zone NQhS: 3 * * e3100 ILTEm. ND. CA' 24 DOGE GALVANIZED STEEL STORY PANEL F. DESIGN PRESSURE RATINGS (P.s.f AND PANEL -Q'• F_�•'- -.,LENGTHIS 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. NS STATE O:_�,,a ','LOT.. - IL EC O SHEET PROTECTION PRODUCTS, LLC•2. AS PER ELEVATION ON 12. INeL FOR NEW WOOD FRAME CONSTRUCTION: WOOD �'•.,S/ONAL'• MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC INNNu•MLMt3' n".. alHgm`�,•n r�.':1{°'•NN, un'� nOINc (95•7w�6. FAwi1.1 tNa4)Ns-ns7 20-175 DENSITY OF 0.55 OR EOLAL.. n �� 0NIA0 f PF. f6r/WOMRIRE/WlE WINTER A TILLNT b, PL aM ,Y-,e I ,w WeiT le ar n _0. 0 L V! U _ CD N O Q O C Cu N c =3 C6 cu ♦ V f^ 0 O �-A Co I *- O Co O IA L vl Q C%j*+ �. O N C, C+rf C o a M ! l� 7, p� 0 (.I LJ - �,' 6� .L Ll - ,r 0 0 Q - L) T_ a in 0 LLI V O LL CL CL R< U 0 O CD v/ W SHEET NO. SH 1A I I I I I I 1 11 1 l I 111 '.! I!! , I. _ 1- 1 EZ1/18, EZ1 W/18 ANCHORS - - - -- -_ (SEE SECTION EZ, a MtEFINATNE Ei,w ON SHEET ,e)...- - i • Mm. SEE -C(SEE NOTE 2) '�W/`F j (NOTE 2) /14X1. O EaCN END - 3/16•• ALUMWUY � POP RIVET +' LAST PANELG) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS Of- 1/2* O O O O I O O O O O O ----_--i-- --i PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED • jj I Ij! TO BE INSTALLED FROM INSIDE OF STRUCTURE. AT 2 PER � I ! 1 � L I � 1 i_ �(TYYRR ) NOTES L _ _. . L) . L ' sox I T- - -I OF 'L' (1) OEFINITION OF SERIES -ZM. E-Z RANG STORM PANEL SYSTEM (ENO PANEL-) T 1 ! (INTERIOR PANEL) j INTERIOR (INTERIOR PANEL 1 f I YAX CONSISTING OF PANEL C-t TRACKS TOP 8 BOTTOM, (END PANEL) 1 SEE NOTES 2, .1, 4 j j i I 1 SEE NOTES 2, 3. 4 6' D" (2). END PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE STOP BAR SHALL BE PROVIDED TOP OF SUCH A (9,1AT L44x PANEL LENGTH PANCLS. is Is1 * . IF ENO PANELS ARE (3)CONNECTED TO BOTTOM TRACK, CONNFCTIO N SRA I+ I I I I I j ! I(. CONSIST OF 1/4'a 20,3/4- M.S. W/ 7/B•ex3/32' WING j • _ L_BOLTED PANELS W/ 1/a 20.1- ' NU7 OR 1/4'0,3/4' M'n THUMBSCREW INTO TAPPED BOTTOM " I 5.5 BOLTS w� o EA OVERLAP I TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO 1 SEC71ONS EXTERIOR MT FLANGES OF END PANEL (SEE AS APPLICABLE) 501E • • - Or_ (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM (( r I l I I 1 ( 1 I Iq I MAX TRACK (I.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS I 1 1 1--f-1-1--fi-T -T-r-T-1•-t-�--)-! -t-T--�--1 -r-I I--t--i INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF J J_ L L J J_ L L J1 J J I LLJJ_Lii.J L L J_� 1' L I J I LL JJ_ L.L. JJI L L J J_ LLJJ1 PANELS TO BCFTCM TRACK MAY OCCUR AT ANY PANEL LOCATION P SEE NOTE 4 -- • 3' M.. _ y - Y•n. SEE _•/7 SE[ 1. 4In I INSTALLATIONS ONLY VALID FOR WINO -NOSE 3 NOTE 3 SPEED UP TO 170 m.pA ANCHORS - - i-(SEE SECTION EZt a ALTERNATIVE EZIW 0v SHEET Ill) -- - EZ1/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t) SCALE: 3/32-=1" 2.637'(MN OVERLAP '/•' YA.. GAP /. MAX. aw 1 - SECTIONA -A `„•,,,,,I,rr,,,,,, SCALE: 3/32"=1" NA. �,ii IA. nt(/l✓ s ;N;y�P: • '' EN 9 '-, FLORIDA BUILDING CODE Non High VitiocIty Hurricons Zone OWN, `RTEu, F4: Z4 GAGE GALVANIZED STEEL STORM PANEL TA 3.44167 - O Pen N x t e' GLOBAL PROTECTION PRODUCTS, LLC. "OI INe YHL No a coL®yrrr •ILefI- lzrP•. ilmin��m w� 1m_,u, . R.,DNE: (PS.Nee->S•A n6•Nw-etn 20-175 P TU,SJMTE � rnnH,Pu'+ as i 11Mg1 +7 or Is -FtOl A T➢1R J,.. P( etENGINEERING EN1131NEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17859.1 - R2 SEX Project Number, 20-31543 Product Manufacturer: All American Shutter; and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FL 33409 Product Name 6 Description: 24ge Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: TNs Product Evaluation Report is teeing issued in accordance with the requirements of the Florida Builds Commission Rub Chapter Department of Business and Professional Regulation (Florida Building ) pt WG20-1D05. FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or BY as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Cade modMutions or revisions. Substantiatin9 Data: • PRODUCT EVALUATION DOCUMENTSraw EX ding #20-31543 tieed'24ga Galvanized Steel Storm Panels (HVHZ d, Non-HVHZ)*. sheets 1-5. prepared by Engineering Express, signed 8 sealed by Frank Sennardo. P.E. Is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test T- -iT 1 kwater Testing. Inc. re rt a 118 ASG -00 Blac PO () �' rg. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 teat standards par test report(s) OBT-ASG-17-001 by Slackwaler Testing, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design criteria: 1. Maximum Alowable Spars 2. Minimum Allowable Spans 3. Minimum Gins Separation 4. Anchor Spacing 160 SW 12'- AVENUE SUITE 106, DEERFIELD BEACH, FLOAIDA 33442 (954) 354-0660 1 (866) 396-9999 TE AN CENGINEERINGEXPREss. COM ENG INEERiNGEXPRESS.COM T"G x' pIe 1 ... I M a� L I. U ART=0.NAT_ W 'F � NWEfnN,, f F . IS?➢J ( (i. yH3L .. .ND t ID] [ •P Y / / Is ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously 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 span schedule(s) On the respective Product Evaluation Document (i.eengineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (I.e. engineering drawing), along with an components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document ().eengineering drawing). Limitations 6 Conditions of Use: Use of this product shag be in strict accordance with the respective Product Evaluation Document (I.9. engineering drawing) as noted herein. AI supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed 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 site -specific basis by a registered professional engineer. AN components which are permanently installed Shag be protected against corrosion, contamination. and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Bennardo. PE ENGINEERING EXPRESS* HPE004G549�Ceti Auth 9885 v ..I. . wi ��uL MouFn s=cnat .n r�P 0 W ' Pv -P, •nFe 7/7777777 x,qI I., , a 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINEERINGEXPAESS. CON ENGINEERINGERPREs S.COM - H Cm.IKG R000. MOVM 9CRIDN •a-A1n -' ' f y 'STE E I T CL R :_c�� F•P1 Tr F t M T twI OPTIONAL TOD/BOTTOM CIOSUREO AIL A ..E.I1rr i r --!. x•. Ia1I211� If 1 20-31543 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES QcrsnNc F'OtMEO CONCRETE oR ---y - TAPCON _1/4•0 CONCRETE BLOCK ANCHOR O 12' O C. REWIRED. ! /r y HEAD TEK WOOD HEADER J11.1' MEN ILF.AD TEK 1/4•0 TAPCON _ E1�1 ANCHOR . 12' O.C. / / - SCREW O a' FROM REQUITED SCREW 064' FROM JIIL.6''1' EDGE OF 1u ) f 09 O E.D. // - 1• -, Yh ;I! 1. r---t _ 1 1/22' h/i' 1 EJI I 1 % R.S.NA ➢oLTs R,®n 1 e e 1/4• nc Ili 1 d FA GOIM 11 1/2' e I 1/2' 1. � I m let nN'aL B 1 p I i 1 t nth.To GLASS PON IX S i--N i ALUMINUM POP TI '^ -SEP To O(A55. I-7!(AANUY POP 11 j RNR N ( +. 1 I ANET _ A wX. 1/.•.-2a1• _ a I MAN d G A `llil�`JEa.' 1 PANEL LENGTH 31 eRis 1f t R 3 1 PNiEL LENGTH e r p d a p - R-SEPNUTKki I 1 1' MM. I i/4•e-2A2• a --SEE THUMBSCREW • M 70 GLASS. I TqN. 50x a TOGL i OF' tl 1 /4*0-20.2• OF -L• tl 1 THUMBSCREW N I I o : I E.D. ED. /2' � OIf1'I TAPCON ANCHOR . 12 D.C. 1/4-e TAPCON ! % 2-ri' *000 ANCHOR a 12' O.0 EXISTING POURED PLATE LbNCNETE OR CONCRETE BLOCK _. -_. _._ _ _ _ REQUIRED REQUIRED. ' WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIVE E21W SCALE 3/8=1- SCALE 3/8-1- �PLA 11!��6N FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone) tlQffS R MIN, PANEL LENGTH i 0. 441 a cm➢o A CCQ wc. A. 24 GAGE GALVANIZED STEEL STORY PANEL, 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SMALL BE 2'-6' <T ° PRESSURE RATING +/- 40.0 P-a.f, AND 8'-0' MAX �.O •. STATE OEM -- �L ECOINC GLOBAL PROTECTION PRODUCTS. LLC. o2/n/➢R» ' o"R teT /� `NUT TI:STNIO a coYEAHY .e6o Se s, sT,RET PANEL LENGTH. ''a/�y'/,'``2/''`• 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 b. 4PP8ea n Y�� DEL•%. R ]3314 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S� - " EN ` r.,.. iai'n`wF: aml n�-ru1 FMu4: (oa•ks-»•6, rAF (os•>tec-m1 20-175 'ar'4 DENSITY OF 0.55 OR EQUAL. Nrio uNek nA1E/oArt rw-ooce7lo m •w 4W .NrU > to Yn w ZI HI 7I eFRANK MENH a °free; ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE : [OVk �,EA"= L 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ DESIGN PRESSURES: A 5 NOTED IN DESIGN DESIGN NOTES: I SCHEDULES a� POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED WIDTH UNLIMITED - FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER r W n (PERP. TO PANEL SPAN) SEPARATE ENGINEERIµN�GG IN ACCORDANCE WITH THE k' DETEERMING ODE, P9RD.6UN&ENTS AS YlRHIASCE 7 AND CHAPTER l• - ''�N� TIX' MOTYPE UNT DN TYP. 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN - N. (=j Q' SECTIONS OR EQUAL TO THE POSrrrVE OP. NEGATIVE DESIGN 1">` I OPTIONAL L•QO STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY I < W 5i g BOLTS WITH WASHERED ASSEMBLY AS SHOWN, WTNGNUTS FASTENED 9 } d OVERLAPS ®MIDSPAN NYSE GENERAL NOTES: m �r _ 411 A SPAN TA ! PPROPRIATE TABLE) >#, � i � � I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Ul +0 ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE O W SEVENTH EDITION (2020) FOP USE INSIDE AND OUTELOE OFTHE HVHZ PER �� tl O q YI Q l pO Fl LAN ��l TAS 20/. 202 AND 2D3 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE JF. p ANDCONFCJRMTD ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY i 01 APPLY. DESTGN CRITERIA BEYOND AS STATE" HEREIN MAY REQUIRE In g 2 ADDITIONAL SITE -SPECIFIC SEALED FNGINEFRDIG. n Iu R0.156" 2 ND 33-1/31. INCREASE IN ALLOWA OLE STRESS HAS BEEN USED IN THE 1 ? DESIGN OF THIS SYSTEM. 3 THE ARCHITECt/ENGINEER OF RECORD FOR THE PROJECT SUP[PSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, 0 I o 4. SEPARATE 'SIR -SPECIFIC' SEALED eNGINEERING SMALL BE RE LIP D IN ! ORDER TO OMATE FROM LOADS, DEFLECTIONS, OR SPANS COIRAIM BOTTOM LNT t + 1 HEREIN. CONTACT THIS ENGINEER FORALTERNATE SPAN CALCULATIONSAS B1 Is (CONI TYPE AS l MAY BE REQUIRED. E�1 11 „ Lll REQ D) s THe srsTeM D SPIECIO NERnu IS GENERIC AND DOES NOTE-DE�I la \RO.391" / INFORMATION FOP A SPECIFIC SIR. FOR SITE C-0MDR[OHS DIFFERENT FROM W D } \ / 0." THECONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED PI O MAY BE AT T ARCHITECT SMALLPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN a BOTTOM CONJUNCTION IVRN TMIS DOCUMe- DESIG N PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURESDIVIDED 5 SAFETY FACTOR ALL FASTENERS TO B[ ,L OR GREATER SAL GRADE 3 UNLESS N NOTED PITS ELEVATION OTHERWISE, FASTENERS SHALL BE CADMIUM -PUTTED OR OTHERWISE Ix rA 1 CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WRH 'SPECIFICATIONS FOR ALUM OVUM STRUCTURES" SECTION I.3 BY THE ALUMIN UN ASSOCIATION. 7VVV4 INC., & ANY APPLICABLE FEDERAL, STATE, AHD/OR LOCAL CODES. TOP MOUNT B ALL STORM PANELS SMALL Be 2-STEEL 1-0.024' E2 (CONN TYPE LTeX 9 STORM PANELS SHALL CONFORM TO ASTM A653 STRUCTURALQUALITY STEELGRID GALVANIZED COATING WITH A MINIMUM F .4e 1 KSI. W ASREQ'D) -51 TIONE) 10. ALL ALU MINUM EXTRUSIONS S MALL BE 6053-T6 ALUMIN UM ALLOY, UNLESS NOTED OTHERWISE. d 11 TOP & BOTTOM DETAILS S YlN MAY BE INT[RC AS FIELD BOTTOM CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR J OUNT MOR120NTALLY AS APPLICABLE. J 12 CONCRETE ANCHORS NOTED HEREIN SHALL C E E ANCHORS TO 4Q jm H (CONNAS 'D NON-CRACKEDCONCRETE E DATIONS, ALL CONCRETE AM CHORS PER 4 AS REQ'D) 13. UTHE C ER'S RECOMMENDATIONS. 8 �rQ }p5 13. THE FRO DISSIMILAR IS RESPONSIBLE O INSULATE EC PROLYSIS. Fyn gG i O Z t 14. MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. $ $ S W 14. N ONLY ER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS --{{ OBSTRUCTION a ? E SHOWN ONLY. USE Cf THIS SPECIFICATION BY C.ONTAACTOR et FL e �O (LOCATION MAY VARY) O INA SAVHARMLESS THIS ENGINEER FOR ALL COST a DAMAGES N i INCUOINCWDIMG L SAVES HARMLESS APPELLATE FEES RESULTING FROMMATERIAL _ n w FABRICATION, SISTER By UDCOIL, & CONSTRUCTION PRACTICES BEYOND THAT N 2, TOP NMOUNT DCVINN-A O CALLED FOR BY IDCAI, STATE, A FEDERAL CODE a FROM 11AS RE TYPE IS* EXCEPT OF THIS PLAN p PEQ'D) 13. EXCIPTASEXPRESSLY MATICI S ARE MEREN, NO ADDITIONAL V yll� CERTIFICATIONS S AFFIRMATIONS ARE INTENDED. C 16 ALTEPAM ITIm' ADDITIONS. OR OTHIS MARKINGSTOTH6 DOCUMENT p ARE NOT PERMITT[D At ZHVALIOAR THIS RRTIFICATION. M Lmex 11. IANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF (I) LABEL BOTTOM MOUNT (07TJV PER EVERY 30 FEET. CONTAINING THE FOLLOWING INFORMATION: y ell TYPE AS REQ-0) (SEMI BELOW ALL AM ERICAN SHUTTERS AND GLASS i( C OBSTRUCTION) WEST PALM BEACH, FL OPTIONAL Y" 2D STITCH TAS 203, TAS 202 aTAB 203 PANELS MAY BE NOTCHED CONNECTIONS REQUIRED, BOLTS WITH tYASMERED FLORIDA PRODUCT APPROVAL NUMBER CV,a➢MT x1EwWDR1E PROVIDED RE U EDWHICHSA AND IVINGMUTS FASTENED @ 20-31543 ANCHORS ARE USED WHICH SATISFY OVERLAPS Q MIDSPAN (USE SPANS ABOVE fl BELOLV OBSTRIKTION. 4PPROPRIATE SPAN TABLE) VISIT ECALC.10131FM13 ■ $f� VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS _ Val@+♦1XNEEFN6EXPRBPB fAMSTOAE ■ �T 1 NT.S. ELEVATION''°� �ILJII ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS - (HVH2, WINDIONE 46 ESSENTIAL FACILITIES) MAXIMUM DESIGN RLLOWAsk E INSTALLATIONS IEss (THAN PRESSURE SPAN (l a.l THAN 30 ABOVE GRACE THAN 0 ABOVEGREATER 30' ABOVE GMOF CE (PSFI -130 - _•__ 1300-n 606m - _ - -_ - - 2.1E - - ' I- • 35 ! 13001n 6061n _ 2161 � '/40 1300 n _ -.. 6061n _ - T.I6In I •/"15 _. I300 n _. f 6.06m 216 n •/ 50 130.0In 6.06 in 2 161. ./SS 1066n 1 608n 2 35; •/ 60 e T 3 609._. 253 59811 _ _. _ till _ _ _ _T_7T :iNAN bLHtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAM 8 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("F'-TRACK, STUDDED ANGLE. ETC.). USE 6.25• O.C. PANEL FASTENER 'H"- AND "U SPACING TABLE VALUES FOR "-H A I ALL FADE 5 (INCLUDING BUILD OUT CONDITIONS). 3C. LINEARINTERPOLATION E N ADS 15 ACEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: N R PAN H W POSITIVE S LOAD MN 1. E TER S SCHEDULE TTM PO MT H DESIGN 0 O DETERMINE E MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. F INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL OR S S W S FACILITIES IN ASTM WINO ZONES 1 THROWN 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT g lit 9 'M• H.Piw, 0" 0' 1 2r 2r' 257 2r 2e 1 0" 1 24" 2r 2r 13uwow'lr HnGi 0" 0• D" 2r 2r 25• 2r 2r 0' 24' 2r 26" r 2.5 8 •U' HN,Mr T0• 0' Zr 2r 2S 2r 2r 0' 2r 23" 26' 0 cis a Snd 2r 2r 2r it' 30' 31' it" 30' 23' 30• 11' 33' OWdINA F-TrWI 24- 2r 2r ]fY 411' SP 2V 4T 24 Ar 30' W 'r T,.a 25- 25' W 52• 30" 50• 2S S0' 31' 55- 9Nd IIMMNK 2r 2r 24' 30• 11' 29r i2' 2P 11" 31• Dn,a Mkomi 2r 2 4' 4Y SP 2V' 4C 1 r 41F 30' Sr •U' Hee4u 0" IF 1233- 2r 2S 22' 2r P 2a- 27 26' r Treat 24' 2C 4e' S0• 2P 4r 2rSr SPA SW 2r 2r 30' a1.a3" •C' TrecA 2e" 2e` Sr 55• 31' Sr 2S 5r 1a' Str RA„N OE NNMDO. R • PEOCMS•4 U• 9885 tl„ o� W..M�rH a .z_ E>-K E Cy, WI$ QIi NP 9 g O11 ig IN W H � [ONUInUNS •I •Da M eDTi0NN1PANEL LENGTH SB TM•N MUSE NOTED IN IMIP •BDv! ARE NOT in •CClPT•eLE RI 4-11. NO 1.MMDnrDO1N dD OCOMMGBUS S5T15„RERaBOVIRf 3SIDE tD n'•EN P•ML ltiKiT+, tS WIRIER nUN TUT IipTED TOR OEJRfS EWI fD ,OR.K eV DMJT i10WlR IN TAIR.f AepVF Whet zlDt CLOSU4Ea u1E ND- (, usEO wrTH I ^� i�wnnNc mops a IaEo sEPu,•-:D. IRON cuss sI.JAL eF PER c[rYL F e111 DNO !W T P 0 • taRE PRE! TO eO1M 2 p, .NTT 0 WITHWi 5 : Ch BO i5) AND 24q• i4N[15.. BD N YATN AML L� fASTl NfA a S __5 Z 5. CANE B SININ JE- N tt51ML ON! 111 Of TMR OPnON4 TOR Oa eDnp. CLC5UaE5 Pea Q OPENING I- DETAL ;, USING ANv -1. CONOmON .HOWI IN EHESF D•AMNGS /L MR1.ONAL INTERIOR FASTENING DETAIL N.T.S. O T n gn_'ex Ln Z r LASRANfI N,STAI.Ll: g rrtEwoa eT ApVAL9rf ►REEL W f 41 Q K 20. 1 s z. sIDlwALA sour Da 1'.,1N[ BCRFM iNRu A' DI•. rbLf Q ASH[RfD wINGNUT ON MSIOf FAcf µ-uo w,1w4s�HEneo SLRtY: � � R � 9 �- of • MfCTS TOTTDM NOu.* 4 I t= 1• EC vSIQN iD •D1•CTNr PANEL• d f� (I ��1 �l�l'' ,cBOToi'iT E azT QQp x1 NeED _� 1 IsnNG coN neTE DF f rK%LOw' eEDCX DP wYmo wa,lNG CON. r.M AS 4EQ'D PATIENSUa! PI, -BAT SA.UIE D QF HALf'NE vLuf GIVEN ]N ANC.•M SPACING TaBLt. a EACH Ikea (< f P a'ITpnipe rt 20-31543 PANEL •DI•cEN* ro EGRFSS PAnftl M OPTIONAL EGRESS PANEL DETAIL 5 INTERIOR FASTENING _. - - - - -- TRICK DCNNARDO. DC f O X: q SBB� I-2.2m- r00941• rI-2 20" M-0 9 B0" 1�1 J/•I X 1, u DO94' -I-O 94" .L25" 0.780" g.094s• Z 'NLa^u.<. 625" Ni o I „. ffi 80.094" L_F-43 u r- V.120" TYP. rYP - T G 3 +1 1.930' 1930" �0•�2 -0,062 37VJr0. L25" GN .030"-12.D00" 0062" - 2.000"I- rf TYP. 2.000. -I I z olio I- Nw - 1.180" 4 ANGLE ,I-PNI CLOSURE �> �.12L"IEADER` ':. •1J" (gADfR � 91a0.0UT V IEALEFE O-- © /l `IL.O 4NWi - � a, 3. �0" . 31 " 0.317" 0. 1 " ll •�q 1.51 1.560"I^ �1,560" 1.510" 80' MAXM S5 0.376" 552 qq77�522 �O pp " jai -{655" D.19' OD,655 0376'^•1 I-'0655" 0.350" El.007" 0.�33 3 d l� �.1 r G.L79 IyI�...-J1��1- I1I�-{�� D.190•"1N� 12.500" PANEL COVER4GE - '33 'LIP ,L Q. 0,250' 0.050" W 14.675' PANEL L.ENG BS TTf LLo {0.545 Ip p �1 ' 11 � ..I U 2^ L '�°' oLRFCT1on a,o90° T- 0.090 ��= NAYaEY11 C 'o.zs0' TYP. "II" TYP. "" I,OOQ0.090\"^^' - 0.215 4215 O 7L0" R0.135" .305" O1,1 v BULD-OUT Y TRACK T . Cp a .. P_ 0.090" m4cX w o wNlwT 0.957" 4-4 <. r 0.776" J 11Ti Q r'no - N r __ DIRCCnDN F II 0.125" ��. r,^ tq� M N v1 (-3.t)Ol1"�, TypRe..[ns[D ll•L- i zz. � {ay ii w.. L. 1N ,.JAL .ra •F" ANGLE - iRAO( (DITENOED) 5 � � ^ p 1,000" �evID'. D%Ilya ai:TCPI (A OVERLAP Irr,..i•I ;, ,x1»P g „ 4• MAX. A CDRNERCLDSUREUETALL L �.2S" MAX. 18B o _T /``.2s MAx. ce O •O vrE_r A BU1lD-OUT} W DISTANCE r..a. T11 �E gg 11 rT LOW tr.r EMBED a sg 0 10(10" 3920'�x_��.• OVE ARLAP MAX. yy 14 �.2V MAX. ^ m-1.500" G G it MIN 1.500" d llQ IV MAX� MIN. 0001 y "3L a CORNEA CLOSURE OETdI EMBED' s f_., nr - all• e�' a�, U Nrs. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS @ 12.5" O.C. _ MINI® ® MUEfWMM®K�m®�IIMIIII ®EL>�EIE9®�ElE�t4�®lS;�� ®t mum MIv®® M M®®' M0111®®® - Ei1491 D�D39Ef1®�®®®�®� / 1 :// EfI®B��EiIlSEC���®l1��1 ®®MMxnggr=®�_I • 33 ®�®�® r ANCHOR NOTES: L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FA57ENER SPACING, THE EXISTING T ENG STRUCTURE MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DE5 1 GN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELECT CONNECTION TYPE RASED ON APPROPRIATE MO IN S UNi G COND/TIaV (SEE MOUNTING DETAILS ON SHEET 2 F00. IDENTIFICATION OF OOiENECTION TYPE) 3. "PANEL FASTENERS" ARE STUDS USED IN CON) UNCTION WITH ALL MOUNTING EXTRUSIONS V _T RAC%, STUDDED ANGLE, ETC.) LOSE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL'N'- AND 'U'-HEADERS (INCLUDING BUiLDOUT CONOITIdVS) 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO I/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 6. CONCRETE ANCHOR NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, LD. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOK14AL 2" X 4" (MIN.) WOOD STUD (/�" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD SIUD SHALL BE SOUTHERN PINE" G-C,55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PH ILLIPS PAN HEAD OR HEX HEAD. Ll. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS ET A FtNTS SCUD A a BRASS &15MING. 1 2. MACHINE SCREWS SMALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAL), TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N 0 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. L4. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. LS 1)c DIRER H(A/NTING CIXJORIDNS. L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, 1 20-31543 1 9 ^W W V J Cu 0 W U U (L)0- 0 O C .0) CU U -10 U Cn N O O I- O 0 LL '���•LN VJ US E 0 L 0- L CU -0 6'F� /\�V� V / Q, Z Z W J C__ O N cn L y, `ri QLO IJ r1 Q 1. U T J L ' JA O O O UJ CL 6- C (D rW i -*--a +--a C/) w CL T U _O U IN '� `dV.a`.yJ' V W C C Z J a SHEET NO. SH 1.5.