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Home My WebLink About36431 Flats Sta L0 N un LO 0 n 4D 0 cc N 0 N a n N L0 to Jr — 0 en N L LO v+ 3 a N i E E LZ U IE I Y t� N N 0 M 0 a N O N 0 M 0 0 W a AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN orCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or KtWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or PR. Sh. Plant Shelf PLT HT or Plt Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKNorThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WINE Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME—WAL REVISIONS 12-22-16 3.0 A1131 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES REV. 06.23.22 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150—C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. 2575�Al Bi KLM a INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS 1.1 1.2 2 3.1 3.2 F1 4.1 4.2 5 6 7.1 7.2 8 SIN SN1 S3 S4 S5 S6 ST SS D1 D2 WP PA1.0 PA1.1 PA1.2 PA1.3 PA1.4 SH1.0 SH1.1 SH1.2 SH1.3 SH1.4 SH1.5 COVER SHEET FIRST FLOOR PLAN SECOND FLOOR PLAN INTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FOAM DETAILS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN ROOF PLAN FOUNDATION PLAN FLOOR/ROOF FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN STRUCTURALNOTES DETAILS DETAILS DETAILS DETAILS DETAILS STAIR DETAILS RETROFIT DETAILS DETAILS & SECTIONS DETAILS & SECTIONS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL 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 00 > W C A V N LL A- p„ V9 O N d�=Q a � 3 �- d � o W M-0 d `• G o N 1JU 0 N t,LE ,No ' 18750 * :�•• STAIE OF •�': ion 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 10. Q E $ G -, Q`-' N � C14 v Q tl! sir LL LL CT WLn r— U. UJ d) Q1 co v w a d �LLLL a Z 0 _ z � gy o c 0 ' a m Q C, rn ¢¢J az6 �n ILW N M Z v N = o d ciao W z N M z z � � $ Q iV t/') z CD C1 �� TC+ V o Ow V) c v Qf Q • Z o � � � E w� � � 1 Q E 8 '+ z V, O Oa / o E c0 r6 MU da a z mil) a� a z _1_, `0 Cn c� �C o �. OY Na<w �w m� o� Z� Q; 8 CA)g ap�Z 5Z o Q � i AY ii u 0 `O = cc (0 N M m `� CN CN Q 0 to to 0) CN O .Q 0 ce) N LO NQ O_ r- E � M M Z Z c E N E M c a0 'ao _° JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S 0 v P @2 STORY (f� VERIFY METER LOCP�TION WITH BUILDER K$iy� N r----- --- ----- c N 5-SH 16" DEEP - D VERIFY LOCATION S3 - - - - - - - - - - - -V. 1 24 - 24 OPT. PANTRY - ELECTRICAL PANEL r 1 I _ REF. 2668'-8-B.F; 2x6 WALL I I K I S4 ( I I 12'-8 4" a ULI 50 2868 I I I KITCHEN H' fn O N # - 8'-8" FLAT GLG. � TILE. I I I cr • I I I0 O - CC I I I 0 I 1 I 3: 35• :3 S3 I I I p ��_� _ , LI L1 EDGE OF SLAB 2" rn I I > I O N BEYOND WALL I I 0 Ion 4'-0" 6'-2" 6'-6" 4'-10" 20'-6" 2 CAR GARAGE T DINING ROOM $'-8�� FLAT CLG. AFF I I I I I PATIO I I I 8'-8" FLAT CLG. I I I O CARPET BUILDER TO PROVIDE I I ' ENTRY o O 2'-6" APPLIANCE PROTECTION I WHEN REQUIRED PER FBC D I I 8'-8" FLAT CLG. LO 0 (3)ZX4#2SPFW/ LS3 I I AFF (3)16d TOENAILSt (3) 2X4 #2 SPF W/N BASE (3)16d TOENAILS 0 41tw.H. @ BASE (3) 2X4 #2 SPF W/ ---- - TYP 2 STORY (3)16d TOENAILS @ BASE ~ �1 ~ ~ 01 FOYER i @ s 3068 `�' J O OI O 8'-8" FLAT CLG. S6 LL IJi TILE Q 16' 48" T-8" T-8" T-6" 6'-0" 4'-2" I v � I I I f 2068 B.F. HDR ATT-4" r-lir 5-SH 00 =o F-: PLUMBING LINE 0 A , O� GG N FLOOR G " TO SECOND 1 co S3 - FLOOR 01 10 _ P. . (3) 2X4 #2 SPF 8'-8" FLAT C G.' F L EX `� I u- FAMILY ROOM wl (3)16d TILE 8'-8" FLAT CLG. I0 TOENAILS @ CARPET I I z 8'-8" FLAT CLG. BASE _ CARPET 42"SLOPING 12 IJ HALF WALL 11 "' M A FLOOR G.T. 10 50 - - - - _ 11 2 31 I I 161 AC PAD AC PAD _ UP I I I 16R I I I I I I I I I I I I G I I IS3 ILF I ih I I H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d J 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 } S.H. 13 20X38 18}X37 S.H. 14 20 X 50 18 } X 50 S.H. 15 20X63 184X621 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1113 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 } X 50 J 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 1 H6 27 X 72 26 X 71 1/2 S.H. 22 37 X26 364X251/2 S.H. 23 37 J X 381J 36 4 X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 381J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 QG SEE S="" 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 WALL LEGEND 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 "A1" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 e*� CV 0 CV C � W A.� so o Q c `° m x N_ Cp p a N 1D O A Q!V m •, °1 E "- c y O._.0 a " ; :° u d N A cr- o o. 2 M. 0 N O 0l►et:lfi•idl�° ° k �• Si;;. i F vF 44/ 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 nth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N coLoQ N CD X It- t- I.I. �IN W o. d MaV Q ..U. � a3i& zo O o 13 rM 0mt W' W0 `o X `O 0 ��rn d w Z ul M Z N L W N U ❑❑❑ Z W z Q � V) z 4R c� 2 o .0 LL, 8 v LA = w U �i a • C4 S to z u M M � � Z C _J a p =o F� a s Q E= U wLL z a® ❑ a xULy' w bF z °4 z zE� 1v o W o cn c � C o £� bTy m� o0 Z z � J mx <b 'aw sZ w o, Z a' WW st a ila O � 0 c O > L / `n i+ CL CN � O Y N Ili 00 Lin U) O LLM O fV LO N N Q o T E M z° z E N ry M a 0 � a o -1 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 V a L0 9 N icy ,zm V! N J O I N i N >v N 0 s c�t i a N N 8. E EE -) i CE Y I Y i po -9 LZ N N O p O 0 N N 0 d W Z 1,05" �i 16 �_2x6 BEAM 15 SLOPED CEILING 14 TO MAINTAIN T-5" HEADER HEIGHT 13 U I 12 Z I2x8 #2 SY P JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 11 CLIP C R LUS26 HANGER TO rJ LEDGER 10 I 2x12 H R. w/ (3) 2x STUDS AT _ EA. END FOR BEARING „ PLYWOOD @ g El ` ;o LANDING % t` STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 8 CLIP TO HDR. OF 60 1x TREADS (TYP.) 6 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL @ 16" O.C. /4 in / 3 J, 2 / THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. REFER TO SHEET (ST) FOR MORE INFORMATION 6 25 SH H1 D2 REFER TO SHEET (ST) FOR MORE INFORMATION TYP @ CORNERS U.N.O. R&S EGRESS " 1------- ---1 J O o FIBERGLA� I i S6 M S U R R 0 U N TYP @ 2 STORY �4 W.I.C. B DROOM 4 TP 3 D2 , 8, -0„ FLAT CL I 8'-0" FLAT CLG. BEDROOM 3 U) 1 U) I CARPET BAT i FLAT �0 8'-0" FLAT CLG. ¢ CARPET = U) H2 D2 �I Ir ROOF G.T. 8-0« TILE N M - -'`r - T-11 . - s 13'-0""- - - -5,, 2 - - - 11'-8" - - O N ( iv 6_52„ 2,�„ 4,_22, - _, Ro co TYP @ 2 STORY J00T00 4068 B.F. N 1« S6 1 I N O q w z LL: z_ tri ai � 4 - 4068 B.F. LOM r "' SHOWER - - rn. -I co 2668 - EXT. WALL TO 2x4 #2 FIBERGLA R' TB R&S zo BE SU O N S6" O.C.PF D @ OUN « "� 4'-0" 5- 0" °Q 6'-1 5,-4 1. 2 -42 668 13'-72" ' U.N.O. o Q cn 6 H1 D2 R'ER!VTE " " O� BEDROOM 2 2468 0 .. BATH �- -� I W 8'-0" FLAT CLG. CARPET N o 8 - ' FLAT CLG TILE (0 I 0 1 ATTIC I I li N. ` o - - - - - -r, -�I TP I 1 V . L9D6e5"s _ U, Ial m O u_ tri '-0" FLAT 1 _ TILE 1 C I 1 50 c 0 c� U) Wp 1 d I D2 1 .- I 1 SIM. w/ 3.5" x 5.25" 1 HA SON BOX @ 6" A.F.F.-2868 '- PL 1.8 E FB = 2900 1 I 1 3-82« 1, �, 2'4" '-1064" 2'-6" - 16'-8„ i;n 4,-62„ T-72« 14'-8„ OWNERS �ha `t FC03 7.1 M 4)=zSUITE R.A.G. I ; - ,H38'-0" 15_ uJ Q oo O rn FLAT CLG. CARPET ROOF G.T. 7116 i 1LOFTrn I I 8 CARPET " FLAT LG. = H2 D2 14 _ ,n Cl) cq _ cn _ LO W - - - -. co r" - - I 12 z d 11 Ij I rn u_ OOI 10 0 i` TYP @ 2 STORY41 151 I I 819 - -- J I I I I I III *- S6 � I I I I I N lL 11 ¢ I I I_ I I I I I I II STAIR CALCULATIONS: TOTAL RISE =10'-0 314" (16) RISERS AT 7 9/16" 10" TREADS w/ l" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 Inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SIN T SIN CONT. HANDRAIL RETURN TO. WALL DETAIL. A/ SCALE: N SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. 3 2x STUDS REQ'D () GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING ° @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () 3 MP34 OR LUS26 HANGER ON STRINGERS w/ o EA. SIDE SIMPSON A35/USP MP34 CLIP TO o cr MASONRY OR WOOD WALL, FLOOR SYSTEM OR cr SEE PLAN LANDING FRAMING LL 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER REQ' @END OF ate. w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR � TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 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 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 J S.H. 13 20 X 38 J 18 J X 37 J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 4 X 624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1113 271/4X38J 26x371 S.H. 1 H4 271 X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1116 274X74 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 141C-145C RFV 10-1120 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. 9'-0" 2x4 SYP #1 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - SECOND FLOOR PLAN - ELEV-Al SCALE: Y4'=V-0" (_'nnnrml Alntno R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +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 HC� 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 �1�IIt119*��a I_ C 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 "Al"I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 er's 0 N c 0 CD as � a 0 CC- C_o ci ao C r Q W�N .- Cc c LA_ ri H cc O a- 44 N L .Q lV Y a, co •� E s c a► U _ Q °C 3 ry �ddp Z•' � C O rx •= a-. a s, r, N c E 20 a� M 0 N 0 ,,`,�11ttIS r ,/, % JP •i ~ S� ss STA ;' E CIF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. j. g E S N rr^~ N V O C J � �LL J J LL �mv N u o a a U.U. U U.� Z Z 13J C O> O S m 8 o 1 W �mrn a = LLQ co 0 " N u1 o aao W V z z - N M N- (a LL w w V) c • ' U a, N Y w z J as a F G O o E E U i _ uu❑,,�� a Z z °Z w z N ~ o w H„ >z 3 $ Z� �8 W 3 �W 8 c <� ¢ �o a O d Ln �- co O Y Y �.. �• T 4�-+ 0 ILL 04 0) �I r O N N Q O T _ Ih ? M :31 N a a U ¢ p _J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 1.2 -w„ KITCHEN ISLAND Q 60 0 ih N PANTRY FF HOOD REF. aOPT. RANGE O OWNERS BATH KITCHEN 00 c r 4 N MIRROR o TUB/SHOWER FINISH PER FLOOR PLAN FE BATH 2 0 r5 4 F- Q 00 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR DOUBLE SHWR. SHWR. 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ; ROD 12" FOR PANTRY 'I` -'IL Z SINGLE OVERHANGS THAT 24" TOWEL BAR TOWEL BAR IN g ROD EXCEED 12" MAY U) o- REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. cc a TOILET TOWEL BAR a Er BRACKET 36" H BASE > / ON BATHROOM WALL �- O FINISHED CABINETS _ 0 COUNTER TOP MEDICINE I _ SHWR. o 0 z 30" H BASE - o CO 00 VALVES w 1 CABINETS 00 00 CABINET TOILET - SOAP _ oo = o `O � - % PAPER _ CO C7 00 o DISH U HOLDER r - in n~. 1'-2" CO 2x 0� �- - O O _ rd et - CO if) 00 - o , FRAMING *=vIN o 0 o j N > o ch O c%� c� io 1 /2" GYP - "' 04 r") M M M N TUB co BOARD N N FIN.j IL FIN. FLR. r FIN. FLR. FLR.__� j �_ 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= V-0" e•� 0 s~ o� o d' C= Q o- u an C M V CV •N d O CO a N � -cc, d as E `� c CD C' 3 cc y o N d E o a, u 0 M N O rr CD�`�� •• l E1.1r0 ri�i � 47, F (Ij d i N (i F r":' 50 .. -31 .• STAT�IE OF •, ��: •, �. �,F;;p ��li,ttlilit%�, 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» 4 CQj 8 N v 0 d c % ""7' J �aN0 LL Lu M Q a a LL li a Y z 0 Z 0 Z C CA 7 c0 O � O: QO � ' N f0 co m k Z W .� LL IL - Ci J co ul' U W_ Cl) 5 rn i N Q 00 ❑❑❑ W z Z Z Q to d N z A C1 (Dra � .0 W� o g � M r O a w lJL E w o W. 0. cC� O �N 0 z 0 W O G ¢ Oq z dIt -Np C C g zd SY ro 0¢ 2r g J N� 4 aw A • 8� 2 T O aw W � w MIC Ns O LO LO ` F� I� co =1 M C) Cr O Y V) QI � 0 � O O LL M LON LO CV Q M N p T E �cM z° z E CV M a E U v M ¢ a c i JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 ( n 111 q 7R771�� 9Wk1 1t v a n N LO E `>; N 0 I N Q n N Ln e Q N O cc�pp 0 0 B 0 a N O N E oE 2 J d- 0 V - U t i N Cl- O M S 0 N C 0 M S W Z2 1]. T 12 5 SHINGLE OR TILE ROOF PER - — COMMUNITY SPECS - INSTALLED 12 PER MANUFACTURERS SPECIFICATIONS F4 F1 T.O.P. �: HDR HGT. --. CJ / WEEP -------- --- --------- -------- _._._.. --------- i 1'-0" i I I 18" X 60" � -leo �t 1" x 12" I SHUTTER EXTERIOR EXTERIOR 60 -1 SMOOTH i tl-TEXTURED PLASTER ON PLASTER ON I - FRAME FRAME TRIM / BAND �� _ _. 25 SH _ 25 SH 25 SH - w l� _ { FLASHING 2nd FIN. FLR. �� CJ T.O.M. CJ / WEEP CJ / WEEP HDR HGT. -------- ---- -- -- --- ---------------------------------------- -- N F1 (V F1 F5 e -( L7 TEXTURED CEMENTITIOUS FINISH ON 35 SH _1 ---- --1 FIN FLR ------------------------- — _ — ---- ----- — — — — — — ------ 3068 16070 OVERHEAD DOOR F2 F5 FRONT ELEVATION — Al FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 # �5 7' RIDGE VENT SCALE: 1 /4"=1'-0" --------------- T.O.P. HDR HGT 1'-0" LEFT ELEVATION — Al SCALE: 1 /4"=1'-0" 00 2nd FIN. FLR. r --------- T.O.M. _________ HDR HGT.. FIN FLR 1.4 I* 1 DECORATIVE SHUTTER 1 eh N cm N c 0 00 a ry `� C2.� o xC• J Q N Y w > E s c iu d as � C O Co 10 n w a c E Cc o M 0 N %titlil11,11 o ' CD (• c z S�'•. STATE OF To the hest of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o N co �? M o 1. N C iF 0 M-2 � � LL J LL LQ r LL •/ � r ^ 32 W a 4 52 LLii 2 J0 0 C Z f0 C j 0' L c m J Wcr.) d k a N M Z � h IL W Z o 0 ❑00 W Z Q d E3 �N z ;3 .o N 0 TVS w �TVS�' J —� '�• O w U1 c ?: U w — '--. E r $ = U c � S tt w � o tJi. c� E z o ?o o0 s > m aR Q OV 110 <o E Ro� yU asa �Z z d az ¢ Go < w� �r8o C/> C KU�w NO K Z Q] J c° Q W �z o W oat LL a � LLI Nu z w� VT F- �? V il< 0 �OLa = LO L c� Q � H � co O m m LO r U) LO N04 O LO LO CN ce) Q N r CD 0 cEa CV) i(i M o Z Z E CV a U ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.1 f laD Mld' Cri• N MIS F, T.O.P. HDR HGT. 12 5� 12 zz::::�15 -----11-011= ——- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- r EXTERIOR PLASTER ON FRAME 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 2nd FIN. FLR. -------------------------------------------------------------------------------------- -- 14'-0" FLASHING 6'-0" to T.O.M. FIN FLR --------- --------- CJ/WEEP .0 7' RIDGE VENT 12 5� 5068 SGD ------ -------- ---------- CJ / WEEP ROOF TO BE CENTERED ON DOOR 35-SH TEXTURED ZCEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION — Al SCALE: 1 /4"=1'-0" 12 Q5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. — — — HDR HGT. ...................................................---------------------------- EXTERIOR PLASTER ON FRAME ---\, 25 SH 2nd FIN. FLR.::r _ L- - /At wall ---- ----- --- —---------------------------------------------------------------------- ------ • AtBuil T.O.M. CJ CJ 1'-01 CJ / WEEP All flashing m HDRHGT.------------------------ — — —_ ocean) shall t ------ -- --- -- ----------------------- --------------------------- 2'-0" steel) eel) and shi preservatives REV. 09.24.21 TEXTURED o CEMENTITIOUS bo FINISH ON C.M.U. (TYP.) FIN FLR RIGHT ELEVATION — Al SCALE: 1/4"=1'-0" M N O N c c � o y W CL. so e� o A06 c m x N Vl y C 1 Q N Y w w - d E w 3 co L .Cm (� y diCJ CD N �p 01- c E Cc o aC3 0 0 N 0 No F 13 STATE 011= S ` To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q o d E S p0 N p �p '0 `V ti ci CO J .ice-' ," a) 46(0 LL (n rrn32 - W LLl M v w a a JLL a Y CQ .w LL z Z .L m Cb O yy o 0 ro N m m W� d w I _ Nz 0c_ lh z N U tq F du ❑Q❑ W Ur Z N Z !� z noo Q V C4 U) N CI Z v ■Vi j� U0 w C) 0 LU 8 W E = g 4 U c Q 0 0 N � O M Z O w Z G J E � i0 s p zo H �9z �� 8 ��oq oo 0° z ,a <= o wz to C � < o zQ% J y O c b 4 zil Z2 W 3 aw os no a a� o a >_ u Ln LO rn Q c� M 0 M ` M 00 Ln ¢I 0 v O tL N � N N Q 0 r m M ` CM o Z Z E Ncc vi a E U V w a € JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP CAP 2" 'NOTE: N iv 1" RADIUS FOAM TO BE USED M ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS -`; 2" VREQUIRED BY 1„ COMMUNITY - 3/4' RADIUS = SPECS. IF NOT, ^ 1 5 =� o CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 5.� BUILT W/ STUCCO. 1/2" RADIUS iv 1" 4" VARIES = 1 1' > u EDGE OF �,N 1'-0" 0- c L OPENING - VARIES 1' 4" Q 6 v v N m iv 4 2„ VARIES y c Lj- a 1co 0 M 1" VARIES o iv = rIN 3 d lu 1 1/2" RADIUS > E a, ova 4 2" ac 3 ';cc 4" � � _ � 2 1/2" RADIUS � .°' '; a 3„ w a� c cna onv CO c c O O cIry d' �`N ZO tflV •-1�< Op f'� Li i� VARIES 1 " 32 •�N 3" 2" z" 1" BASE • BASE 1,_8„ a / • N � N 1 1 O N MO 'NOTE: VARIES 8„ 2„ •.`% - • I-✓ r_ FOAM TO BE USED 0�� o, 3„ ONLY WHEN c REQUIRED BY fdt�i 0 ¢ = COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" Q it STATE. OF DETAIL TO BE BUILT W/ STUCCO. 2 ;� �•. R ` 4 l. N EDGE OF • , �S';; •^�.,.,. n � OPENING r;, r all' - 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, O the structural plans and specifications contained within these t — c ------ drawings comply with the 2020 Florida Building Code _ C14 4' 10' Residential 7th Edition. Engineers signature and seal is only for O the structural engineering portions of the drawing pages bearing 10" 6" Engineers signature and seal. j2' W '`� _-__.. __.------------ o Lo 0 J8 ._ w S 6 'L 11 32 ZZ �M z -- — = cn N = ° o u7 2 6„ - w w Wi°""'°' d G 2„4„3„" „ i�, � ---- 00 M z 0 W d o > L < 01 _ - W - -- M 1-1/2" THICK N CrJ a =� z - -- _ T 52" 1' S„ 5j" 7„ 4„ -- -- i51„ 1,�„ 3„ - N z a0 c�N = a �'� 4-1 VARIES VARIES O c Cn z„ N � W 2 Q _ Q , VARIES VARIES � 0 - • s c" Ir 4„ } 8„ _ ._ T g = J _ Cs clo C, N [ ry 6" 4"7 ZKEYSTONE F11 0 = KEYSTONE F11 00 r` U- r Z ONAL OPTIONAL � o w o _ --------- 1= a v d R (V N p• �a I I Q ti 0 W 0 00 120 0 0 io i io Q� 1, 1„E & < o 7 R62 4a Rqrv L3" < o z y -___ GARAGE DR. OPENING 4" 3' a 4" WINDOW OPENING 4" 4" �, v C, C jS 2„ 0 . Z LL NOTE: O° �� K 'z • INSTALL OVER STONE, TYP. _ s _ 8 o K d • FIN. TO HAVE TRADITIONAL O W $ " o VARIES LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS N ACCEPTED J o 8 NOTE: ok • FIN. TO HAVE TRADITIONAL LOOK & 2' 1„ 1'-4" 2 C SMOOTH FINISH 14„ 1,_6j„ 1411 12'" 1'-1 54" > h f2" • FOAM/ EPS MATERIAL IS ACCEPTED 4„ 3, 0„ 4„ --_ 0 1„ = iv Y 10 10" c ---- � ZD . op `tt N -- ----- Cr 1110 J N '� _ --- _ Y M 14 T CN c --- -- N W m L 'O }P ) Y! -- - .� M 0) M iv — - - -- - N LO c0 O S = _ ---- - CV L M o °° q -_-- • Z N M MM cia coJ°' E c N rp„ 1" JOB NO : 23-02469 SCALE : AS NOTED ti N O SHEET NO. GENERAL NOTES: • Q • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F 1 TE4 ra "J• ACRYLIC SAND FINISH 9 -o N i� chi J� M 0 `CN I N LO a N In M v 0 r� 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Qr EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT rug ELECTRIC METER ELECTRIC PANEL _I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �1�lz CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH Range HVAC So=2/o 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND 08 SERVICE BY POWER CO.---, INTERSYSTEM BONDING o TERMINATION PER 71 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PAT I O WP GFI DISC AC PAD AC PAD GFI : 'WGFI r------ I .. t.. A•r � FA r . KITCHEN �:I3:i 1 - - GF F I ___ _ GF16I r--//-��[-----� -- I ---_�UC -I I L.1 GFI U Q t0 DINING ROOM VERIFY METER WITH BUILDER WID GFI -tH.6. VERIFY LOCATION .. IRRIGATION ELECTRICAL PANEL F GFI @ 44" A.F.F. I I I _ I / � I \ I \ I � \ I \ \ I I GAR. GFI @ 44" DOOR 0 F F GFI /PENDANT AS / PER SPECS CH JJEW. 2 CAR GARAGE E I I I I I I I I I I I I L------------ GFI @ 44" tIA.F.F. / C.M Q FOYER 3 \ H.B. f ROUGH -IN FOR C / OPT. CLG. FAN/ LIGHT PRE -WIRED FAMILY ROOM / � I I MW FLEX ROUGHINFOR LIGHT PRE -WIRE III TO LIGHT Em AND MM SWITCH ABOVE I�t�1��1��11�1�11�11111�1��1��11�11�1�111�11�11��1111�11�11�10 ENTRY 1DB 3 PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER jM - FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" era C= N 00 � o w > a N cc 67 Ill y O 1t7 4 N Ql Y W E c w u = a cc �C O r0 a'n V' E c o a I' M CV N 0 ,,�Lt1t11f7��, CD rp'Y �'% �o�. 111 PJ o F1%,; 7 r • nt , is CC ' STA I- OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA W a g g E $ a N V .g, 00 4, O LL LL LQ 'r-0 9) C:01 1,- 12 L" Lu , Q LLLL a 4 C7 LL Z 0 L F 9O 04 LU f� J 04 W 1 JQZ 20 ('' Z � ch Z U F tvLL i� a N 0 ❑❑❑ W z Z � N _z i-J cn LQ �N v —= ' Rig I 2® ¢ Y w s� O rc z go Z g LL C C zo >n wLL p?® C1. _E � o Z an wo 0 ao Ww � (v g VVY y0 mE 01 YZ z 3 S 0 0 0 CIO�Z Qo __ �a ICQ Cn 0 c0 _ LO LO rn m ^ ~ co N O � O Y `' M m •, LO T ��-+ N U iI Lo M O N CIO N N Q �p O T m M iri CM o Z E N d c a E •v • w U - Q p c -i JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.1 A 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 x14 to IpMs ♦< Quads #14 to Wit & o dos app and GF1 M AMP/ 200 AMP #10 to WH HVAC ti So=z/o 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND srnnrract 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER `W. P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 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 EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER MIMI ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FO- - I I I I I I I I I I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al, SCALE: %4'=1'-0" e*7 N 0 N G O m =o c o t � o N '% N Q N N E � 3 � 3 � m m a u ai m c p w Q� � E �o a� N N 1 0 o LE�v, - i • �� c E N o�•�, . ,.�'�o� No PE78r — : it �. • .a'• STU-E OF i ;1�'• .cam � �;� .'•• � � To the best of the Engineers knowledge, Information and belief, the structural plans and speciflcadons 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. co 0 N LL LL fnNco 0� LL d 2 �LLLL a. 2 0 Z (tp o o 0: W L F (O 9 W 0 J pj O' r- Z IZ W Z L IL W M T Z U - 13 Z F- dU ❑❑❑ W U M o z � z Q + tI ^, Cl) z 4- J "U LL 0 LLr N to c U � u c 0 N C1 o tp H w Z M M Z i U- E z og 0® E O� 0. w14 o x� o° «� « Z N t _� G p <om� Uj w CO C 0 z" 8 53 0 4 m }�0 F� � a� SIN « o^i IIIIIIIIIII� rC=) � 0I i«dT> o 1 O i0 i LOrn 1^ m 0 : C) C O Y m m - Ln T � rn V / Lo I Lt_ ch04 0 _ 0 LLO M N CV Q O r ai Z -9� M `� d E N E M a U v Q p c c -j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.2 �v Q LO LO ts v r� N 0 J O I N LD N L0 12 C Cr 0 Q CN rn O L0 X 3 H Q N O N FL O L C ET 0 CL d Y C ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN - ELEV-Al SCALE: Ya"=l'-0" 0 N CID cr o Q O Uj w O Gn O V = O V N ._�mx •+ C LL• C0. R O M t/f -= f V .0 Vf Oi O Q " N Y C2 a� O) Gt C - V 4 3 iv y d a c o yam.'= r N & .0 C E O 0. v 0 M N O N O '�111101S➢/ff�� ` % �` L E •� `, �•i `,� S1 �Cd • • No M EP 50 LC, STATE OF r (D �v�fffill::1�1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. %0 S C Co 46 ciC14 oro c � J 1 0 N •_�O� 74 u; LL LU NMv U. M d o. a x LLLL W L C4 mW0 z S�y' CS U r Z OTth ❑z N❑ ❑yILwF U Z W z_ 5N Z 8S z a; n rL rL 13 �I N L V U� N w � G) � c w z chi ch o� E E 3 Z E a 2 a� ` wgw ri cQ Y� Fo Z d3J zz �u 3$ z� J o w ;g a `CDLa = L , 4� co C V � M J C C.?MO m m ` LO r � QI O M _ N 0) CV)N N Q C) r ai M ` CM o Z M Z (V v; a E 3 0 ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 c d TYP @ 2 STORY J S6 VERIFY METER LOCATION WITH BUILDER . -- r �RI€Y-LBGAT•4QN I I I' - — ELECTRICAL PANEL — — 7 o J= ' : I: 12 STORY '- CC (2) #5 REBAR VERTICALS w/ In S3 II 6- " FILLED CELL I 95.88' 95.72' 96.17, JII3 IILII " II3 IIZ 3 LL=�6J 10'-6" 4'-11 L ■;III I +CJ CIJ ----- L4'-0" oN ZITCHLESYLAND I SLOPE I CHASELOW WALLSI ' TO I I I ■ ; ( ISLAND I EDGE OF SLAB 2" ■ : I BEYOND WALL r-- ( 1 3-1/2" MIN 3000 PSI CONC. I I I I SLAB FOR HERNANDO I 3 5 84 I COUNTY ONLY I SL PE� I 3-1/2" MIN 2500 PSI CONC I I i0 in 1/8' 1'-0" I SLAB OVER 6 MIL I 2 STORY PROVIDE 1 Y" VISQUEEN VAPOR I -� BUILDER TO PROVIDE I L_ RECESS FOR BARRIER _ APPLIANCE PROTECTION CC (2) #5 REBAR — I SGD. REFER TO I `� WHEN REQUIRED PER FBC S3 VERTICALS w/ in I r — — MASON'S SLOPE 1 FILLED CELL — ■• I FOR WIDTH CJ II -- — — — — — ---- . `y N iv o ■ I T Cl) TYP @ 2 J STORY S6 I I I PROVI DE Yz" x 9 %i' ; I RECESS FOR FRT. DOOR 95.84 SLOPES 2'-6" x 2'-6" x W/ (3) #5'S E.W. ■ ; 96 1 T TOP OF CONC./ PAVER TO BE 4" 4 9 1 T-1 a' BELOW FIN. FLR. L M I I ■ ; :::::: : :.:::: : �� — — 2'-6" x Z-6" x 1'-0" W/ (3) #5'S E.W. STUB UP TO V-9.1 0:.' 13'-7" ■ ■ I I ILOOR I PLUMBING LINE FOR FI ; TO SECOND I I N GG FLOOR ; b� S3 -�= ; e 1 I I o N 4 N CJ _ i� J �� CJ ; - ; t r JI 19'-0" ' - -' 5'-4is"L JI } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ''� ABOVE SLAB TYP LL PLACES �• —'��'//! I I I SHOWN OOK DFGADOWELS5" co 1`0 EMBED W/ 25" EXT, ABOVE SLAB I "GRADE 40 STEEL" iv T ■ : ' �' HVAC CHASE I �96.17 I BASED ON I L J -- LOCATION 5'-4" . _ 16'-3" S6 Ma ^spa cv GG TYP @ 2 STORY 60 v C PAI ------ --- --- — —--------� ■................�..... �. �.•..�. �....�....� �.. �.......... ....1.....:•.. .■ 11 H,B.+ r d TYP @ 2 J 3'-0" STORY S6 -4" 64" 1 Z-2k 1 2'-1 FOUNDATION PLAN - ELEV-Al. SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W W CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •5, v ♦ ♦ ♦ r �n i ra � -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" co N O t a rc L N fD Pto C-4 C= 'n W a x d � c is io y u tj .v ar r`7 N G [1 � 4 CM 0 N L ( 1� V , ti OD No E78, i0 � . '. TATE OF P •' 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineefs signature and seal. W F- o E $ g N8 u a d°'�" C 9k LL p (ii Np IN Q LL a 4 �0.[ L9 JU_LL S Z_ t m .13 ii LpN� m W J f3 W J k `n°2M°' z w N M Z � � �n Vim V ❑❑❑ s' W Z N z z p - N UI �4-J_ N (� u r 'g U Q F •O — g Lu Vl c $ * _ � QCMO e r UL 3� n a E W6 w� na C1 E� §0 6) � 0 & Z zo �,� °' <=wZ � y � � cn ° Mc < ao �` �g o� z a)�o � J} 8 > ¢� 'L ra �z O m y� M `V ZI4 O U Z O124 6 i� LO ^ L rn .�. � � CM Cr O L0 T U) N N _ ce) LO Q r ' M t o Z z C E N y E 4i c 0 a U _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.)- PLYWOOD i 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS r FLOOR TRUSS 2x4 CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END - SEE PLAN -. _ - — TRUSS BRG. a ONNECTOR AT EACH TRUSS, Sd NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN —STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN" SCALE: 3/4" = V-0" T ENGINEERED CLADDING WNDFP PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT <_T 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 I 2e I 2n 2r 3 3e I 3r 10 HIP -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 -60,99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (14/16) or 16/2' EXP. 1 \ �1'6) TILE: 1%2" EXP. 1 (Y2116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YY8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 lOd (2%a" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 110 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1Od 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 5l8" ANCH. / 26 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d 0-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** - - 8 - 10d P HUS26 1320/3235 " 1335/2820 "' 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "" 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 114" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 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/ SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3 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 1 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6 ) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" ers 00 c R I� d Uj Q O LJJ s p V Gn _C C C's V N �mre LL d y O N a> 3 d y aC ma:5CD E � c c c 3 m 3 c E 'O o p_ c� CM C N O `��flfiffli'f!/�!I ♦♦♦�� P: LElyr� i! % No Pt,; Su �--0. r- CT �e �'/•ir �ifitIII tit' To the beat 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 potions of the drawing pages bearing Engineers signature and seal. /H E 8 N O A v1 N 8 N C r�p d ,75 0 to °' * v N lL fA ai�a� a a Q MU.LL a Y (� Z _V� 00 Z L L OYY O ? Z M a 0 y 04 IL N0 O U ❑O❑ Z W U' g? Z N v z Z tio Q V Z E3 N (� w . j p Ow � (0 U c W J 1$ 8 = C) Q04 • s o ch z- w a J w � ZD i p h a N Q p U wLL z Ze pp. H M oro oll z co N t aG WWw � (0 m LL ZN8 QJ J 3 j Q b > WW[ Z =0 N_ T1 r M. all ss 201211 2 >f� L LO m .—� Q � Fes" � I� CO M GJ Y iCr 0 m m - M T co Lo -� M CV)O N LO CD N Q It CD E c M M Z c E I. N C a E ui U � Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7.1 TY ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (2%6) or %2" EXP. 1 (33�16) TILE: tom" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YB" x 0.113") NAILS .� 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED '�- WITH ASTM F1667 RSRS-03 10d (2'Y2 x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 ** 8 -10d x 3" JUS26 1000/1080** - - 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 0 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 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F 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 1 (2) LGT2 4060-M 3770-F I 3500-M 3240-F w/ SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F wl (32) 16D SINK R & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 1E SINKERS FOR FRAME 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 1 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. (2) ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) REVISED 12.02-20 NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S YP. @ 2 STORY DROP HIP DETAIL MGT w/ (22) 0.148 J4-SDS2.5 (10) 1/4" )S WOOD SCREWS ATR. 31M. W/ BLOCKING 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 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. (A) OR 2 PLY :ARRIER �Y q R�ER 12 ONT LEDGER ��A) 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. SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" O N c -o � C. ' a 0 i 0 a = ccC..114 o m s*c N C ` - p r ,q ..ccOJ lV 3 °' W W d o-t W C3 �mm.a H O.� c Is o d w `o w aM N C7 N o No Pr- 7: •~ p•• STATE OF �•/ ;. r � r ,0FS;A O R "I''IGIIc kwl .111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. (5 Q cc, O C', ♦A% O °Q � LL lL 7 � f•/ll V M R d d a Cq LL LL 0 Z N C O; O O = � Ix o 0: t4- Mnm J W ��Q,rn < G z Z N= a0 ILW z O V ❑❑❑ Z W Ur Z N 7 Q J U) z � V)oo ■ O ,,, Ln ram_ �V) U � 0 o o w L E. Z� rog wLL z® 00 �z atl W�W LL � a= 0 =MM � > I.L. ^ ' L ! LOco m M j MO co m In ++ LO +� 0 I cc 0 C LO L CN M d o r E M = j CY) o Z r0 h E CV a U � Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1I T-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + 1 Applied horizontal load �•O Safe vertical load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS - :'r.RO O 08F8-1B/1T 8F8-0B/1T 8RF6-0B/1T© © O 0 8RF14-1B/ T 8RF14-OB/1 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T it B 0 O O O T 8F16-0B/1T 8F16-16/17 © ® O O 8F20-0B/1 T FORM do GROUT SOLID (V Q Q LU �0 0 f5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. Al E-10 MMI 101 IN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T U a tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precas rntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) REQ'D LEAR A e ° • e .M.U. •e e 1 • s ° GROU1 5 REBAR AT BOTTOM OF LINTEL CAVIT -BOTTOM REINFORCING 7.5/8"ACTUAL PROVIDED IN ' NOMINAL WIDTH LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- _ - N W Z uJ �0N-, OWLjO Q dd11 J Q V.d�� Cn 1.1/2" CLEAR U. 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plaNdetalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. -i(�--SEE PLAN FOR FILLED CELL �� SPACING WALL SPLICE DETAIL Q") SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (:EMIN. 17'-4" LL l B 5'-8" LL ti'• :y. T.•iA:Jy: •b� •y: •. ;tip':• y:• . 5'-8" LL 5'-10" LL � (B� 5'-8" LL LINTEL PLAN - ELEV-Al SCALE: )/4"=V-0" C" !V O N c 0- >• W s o Q ci a r: o_ -W m ac y_ = LL d Z O rp 67 N 3r CuY as a d cCa Q m 3 eo 3 d s rx •`= n. In O. � �E �o aW 0 M c N o Na F'++_78750 S T 0. /C M ♦ S � r �1. -' �% Ati �i0 N To the beat 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 portlons of the drawing pages bearing Engineers signature and seat. W a 0 �8�� 0 .ER J v uj M Q a. 1 LL, LLJ Z fY @ g ie Co Lu Z Z LL N Cl) Z O Z OU ❑❑❑ W Z g Z a�S Z � Q � h N M W 0 4-J (� <n w .j o �+ O w $ Ln I ^ Ly N 7N Z ti • ._ Q c a w �o ga E p o° ze ru E �E &4�q Z� 4 t �sw wa° a m0 rn ¢ pY O Z dJ w O w Q W f no2 � U W �3 NW = w� �0 o �o c O j� LO LO rn c ^ (0 N CM MO J C.?_ r U) N m tz LO to 0) I U-) LL N N N M C r E r. M M Z cc z E N m m a E U :3 c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 8 A v x n N ts v cn 0 N �Jpp N 4 L0 N L0 N 0 n N 0 03 0 i L0 c Q N N S E a 0 c �p U i 0 U z W 0 i 0 5 M 0 a 0 M 0 0 a N N a M Is W z 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. 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 12 INCHES (914 # MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. 1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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 A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-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" 1 Y" 4" 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 (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W1 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- 7l8" 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 0 ET F THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE S WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A rmanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided, The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall n6t be installed within V-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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oyerpog and mor�ar along the foundation perimeter must be removed be ore exterior soi treatmen . 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 solildisturbed 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 buildindepartment by a licensed pest control company before a certificate of occupancy will%e 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. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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: R ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND O MI CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 00 0 m y Q > W o= 0 � a� o C - t'..1 Q � c"a _ cc o 44 3 aU a-.= a► c a,j Q cr •a d m tr dc a = E fO o a CM N O N 0 c� ,;f C!/r�. co !� No 7 ;75U it Ag,,ph\`• IC?gip 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 p a $ N8 �p VY d C � u1 # J tl) NNo W LL w w ai M a Q JLLU_ 13 w a Y 2E a! N t0 W�pjO' m m Z N20 MZ LL Z w V' OU Z ❑❑❑ W CD M U) - N t/f z I C.� U ,.. C) a V 0 8 Jim A M U) 1 U r~ U) Q 8 • Q O o w a E ao s �® E 0 8 U E 0 00 QU Z CU E Z z L cn C � , o x g0 Z m J rim ¢� U0 z0 U MW W ' m Qi; M� aLL �I o k c 0 W L0^ L ! m i� a) Wco ~ N O O m m Ln T � U')1 LL M O CD LO Lf) M CV Q O T ai 4 t`7 j (-a o Z N y E N LD LD a E hi U _ Q p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O N H C G 0 0 0 a _ C� 0 9 c 0 � U 0 X 14 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 81-6" (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. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 3 cR Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x Pa 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 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 DOUBLE JOIST CONST:z! (Not required if both load) Filler bl° x 1/8" gap � r / N't 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD, 90° HOOK BOND BEAM w a STD. 90° Ll CONT. #5 BAR --, > I HOOK I BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �.:. CONT. BASE PLATE BEARING COLUMN �\ SEE PLAN FOR REQ'D�_J��PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION ............ t TJI TO BE CUT TO ALLOW F, r ".. FOR BLOCKING/fJ1 1 J/� MASONRY WALL OR a ' INTERIOR BRG. WALL TJI PER PLAN `..,\ OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4 max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate ®i 9-1/2" 2-8d ; 2-8d —1 BCI5000s 11-7/8"'i 2-8d 3-8d ll 14" 2-8d 1 5-8d Clinch nails 9-1/2" 2-8d 1 2-8d _ when BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI6500s®' 14" 2-8d 5-8d - __ -_ 16" 2-8d _ _ 6-8d 11-7/8" 2-8d 3-8d - BCI60s _14" 2-8d 5-8d Tight fit --- - 16" 2-8d 6-8d 2x4/PI ood/OSB web stiffener 2" min. ® 11- / " 3-16d 3-16d YN' BCI90s 14" 5-16d 5-16d required when indicated or 4" max. 16" L-16d 6 _ 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column wl loads higher than 15001b. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS `\ _ r 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3"(10d)nails at6"o.c. Required on interior walls: for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack YY-' meet over wall, or wall stacks directly over wall or over squash=20 blocks and beam below Load bearing wall must stack over < ' - �' =-' Non -stacking walls blocking and wall or beam below. wall or beam below. require additional Joist consideration. Check e J local buildingWhen joists meet over wall, provide code for appropriate When 1 3/4" minimum bearing for each. I -Joist can be offset PLUMBING LINE details in One 10d box . , > up to 3" to avoid '-' vertical plumbing TOP (2) #5's x 4' 0" areas=20 of high or--20 sinker lateral load. nail each side T 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE ;: =" PENETRATION at bearin 9 7 Z := JOISTS OFFSET A/C CHASE 4 PVC �. N.T.S. SLEEVE THRU STEM a a 1 _ ° / WALL a a a ` Provide rin — — — _ • o de bea g Use 1063" nails at 6"o.c. for all joist .• m — ° ° ° a for each lapped joist. "� blocking panel *Non -stacking walls • • Squash block 10d nails require additional consideration. — — — — — — 00 (2x4minimum) SECTION @ INT. BRG. WALL TIf= TTI=T T� ITI—T� FINIW GRADE 1T�11 I=T 111= I =111-;:;;111-11 _ Bearing wall, Versa Lam LVL or N.T.S. �ry TT=��T—�7I I � T� R=I I TI I INT—�r—� Glulam Beam . � '!' T I I I I ICI I �� I ' '"" r"'"" t`^"`r ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges wwto 0-1-0 9 ❑ -tco 4 II 6„ A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. I��-,9•��..��l�iM . ' � C. 3�7Yi,1 .��+C .�.... !�-.1'6... �. :i, a _ k�".a 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. 1Yz" 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. Backer block (12" wide min.) Nail with 10-10d nails. ., Install tight to top flange. Joist hanger y' %' I'7,' •. Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. — 1/4"-2" gapes 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS SEE PLAN FOR--''• • FOUNDATION INFO ' 4 • a STEM FOUNDATION GRADE a REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. - - - �T�7tt��7iM11E01i\I07 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE e ° 4 _ l \° .. 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 a a a I —III —III; a �TI a ° a ° _---1��- a - a SEE FND. PLN. SIZE & REINF. M N O N a� zJ �- > W fl o —mac y •0 N L y 6/ O 10 4 .r fV Y N y •� E s c a dLA cc � d d W � . v a cCM 9 cY y C C G o O- J N N vVic : S • :�% �' Ido P _7 750 fit• , ST" r OF � V 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Rodde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E $ N � Q G � �r V J @)co2 �rNiv U. Lu N a a a (� CQtLLL z 0 0 A._ o 90 Y. ? @ rO m J Q d Z w Z N M Z 'n H IL z o ❑❑❑ Z W C9 Z N Z n t/ 1 z o Cz a—+ (13 w � V � 0 w g V) w � s C_ �0 S� � ch h z Z c'� _J LL o Z G a N E E EE6 oLL z® f— !O Co 0 0 0 0 81 Z w ¢o o z ¢ Y m 0 Z m J am iZ R O w �~ y0 ar z6 I l r VS .N LOv, '-) A () C C0 ) J C O _ ` im m LO r Q to O LnI LL ce) O N N N Q � O r E M (D 1 i6 M o Z CVcc d E 0 J Q to J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 W Cr I 7�7 7P7 7PF -1v117 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR /„ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. �� 10'-0" (R302.11) @16 O.C. W/ (2) __ . _---- --- - ----- -- ____ _- _ _.. _ _ _ ., _ __- __._- .- _.. SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5l8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) Tox3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z _--. INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. _ -- - --- 3/8" MORTAR BETWEEN 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 ) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3114" TAPCONS @ 24" O/C & c SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH ROOF FLASHING AND ROOF FLASHING @ 6" MAX FROM END OF 2 x PLATE E " ' ` T-_._ - = SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTEDTHIS REFERS TO THE , TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE (2) #5 CONT. ON 3" `= 6 x 6 W1.4 x W1.4 "° 2 x3/16 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS w/ R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" _....... .. ALT:1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER _ _ � A.F.F. O.C. 5 10 WEDGE ANCHOR /8"x x 6 W1.4 x W1.4 INCLUDE THEWALL 6 x 6 W1.4 x W1.4 n ° SHINGLE ROOF, SHINGLES TO ° O 21 @ O.C.) WWF OR FIBERMESH ATTACHMENTS2'1 WWF OR FIBERMESH BE IN ACCORDANCE wl ASTM - - ELEV. -0'-31/2" Z 31/2" MIN. 31/2" MIN. F, IN D7158-CLASS G or H, or ASTMOil A.F.F.$D3161-CLASS 2x4 CONT. L� 12 ACCORDANCE TABLE ' I S"' ° 1/2"(min.)- 4" 1/2"(min.)-4" w/ l N ° - - y� T n (TYP.)l R905.2.6.1 FLORIDA BUILDING CODE 7TH EDITION (2020) I I I 4 GARAGE DEPTH VARIES 31/2"(min. -4' ° • -VARIES 31/2"(m n) RESIDENTIAL - INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARINGU.N.O. (2) #5 CONT. 4" rr1�4.1' 8' (2) #5 CONT. 4-1 '-411 � g11 FRAMING SHEET FOR MIN.U.N.O. • SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB**')I, TYPICAL BEARING WALL STEP SHEARWALLrc�)i,TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ems. ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN _ #5 VERT. IN FILLED CELL v INTERVALS NOT EXCEEDING � �� 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) „ „ TYPE S MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH (6)1/4"x31/4" TAPCONS "SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500# MIN. TENSION 2600# ) SPACED EVENLY w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED J BAR ¢ _ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 Q cE '? CN 2x P.T. PLATE TYP. PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH Cl) E 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHEDci #3 OR #4 REINFORCING BAR U i GRADE <.I z_ GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL OR STEMWALL r ° .D oo r) A p. FINISH GRADE 2 _ [GRADE 60 MIN. F - 60ksi 25" MIN. LAP [30" MIN. LAP] y ] g . �nj D. r U.N.O. MONO CELLS (SEE FOOTING MONO SHOWN _ 60 w FOUNDATION PLAN °O FOR CLARITY 6 MIL VAPOR BARRIER D ;. ° T R 1 7/811 `� -rr FOR LOCATIONS) - N z #5 REINFORCING BAR - _ 1x4 P.T. BASE NAILER 4"x4" INSPECTION � • g #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL � COMP. SOIL. COMPACTED TO - ° ° ( 36"MIN. LAP [36" MIN. LAP] 3" CH " „ 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY o - - 95% MODIFIED PROCTOR ASTM _- 10" (TYP.) (T MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - ) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. P CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ a NOTE:EXTEND W1.4XW1.4 WWF OR = FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG DECO FINISH 4" to 6" _FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 I. SCALE: 3/4 -1-0 S3 SLAB INFORMATION. SLAB INFORMATION. L M r ° : ° 1 4Nt � 6 x 6 W1.4 x W1,4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 = 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR a z � min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - BARRIER � D D 1 iv ° " v GRADE AT 24" O.C. MAX. - CONNECTION INFO SEE PLAN FOR " " = ° • • COMP. SOIL. ° _ ° °O _ _ - - - - - �° . i T - TOP OF BEAM &LAYOUT DESIGN ° a : e ° N v e ( COMPACTED TO 95 /o - - - - - - (1) #5 REBAR w/ OPT. - - - SEE ROOF PLAN . ^ - - ° ° m m T a °ASTM MODIFIED PROCTOR I� - I -� -SC 2E 1_ENCLOSURE mm, (2) HTS20 FOR STRUCTURAL D1557 - TIT — - BEAM SIZE & � 1 d - 3" MIN. CLR. (2) #5 REBAR CONT. 41 -�- ,- - " CONNECTION INFO M - • 1'-4" (1 STORY) ON 3" CHAIRS TYP. „ STD. 90 HOOK (SEE MIN. I I -- — — — — 4" 1-8 (2 STORY) DETAIL U.N.O. ) ° 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ - - PLATE ms MIN 7C6" O.S.B. SHEATHING SEE A/S3/J/S6 - 8" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-01, S3 SCALE: 3/4"=V-0" S3 w_ SCHEDULE rr a SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLDROMsLAs w COLUMN SIZE AND BASE rM o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� '-p" J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR N RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND � • :.: • : a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ G ` 4. -31/2„ SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13 O.H.D. RECESS •' 4 GARAGE AT 8" O.C. ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z M _E 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL -- EXTEND FILL CELLS c W/ DRYWALL SCREWS 8U.N. EMBEDMENT @ 12" O.C. �° TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' c �' ••' ' ' '' r y' ` PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M .:. •.. y. - `r r� I I - _ •`. �. + d : _L=� I '� - I - I (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 6 � GRADE�J �.' .' °.• 4" oo -�- :. - ao TENSION 120#) CONCRETE SLAB E _ v > LU FILLED SOLID (SEE PLAN FOR ....• 1 .. •:. 11 I- = 6 x 6 W1.4 x W1.4 W E W SIZE AND REINFORCEMENT) W 0 • 4.: �• �.,' WWF OR FIBERMESH Cl) cwn P ~ W o U ~ -Ez • BRICK PAVERS or SLAB PER p o Cn _ • • • • = z_ • _ ' ' ' - t�jI ° M 6 MIL VAPOR - COMMUNITY SPECS 0'-0" FIN. FLR.�j U- uQJ SEE A/S3 OR J/S6 SEE AIS3 OR J/S6 I I I=„1L„ 1 , l �T� _ �- _ - - FOOTING v FOR REINF, INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _ - - BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" 1 ST RY ( lQ ,, _•.... •.• •• .: PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" • ,.4 S E UNDATtON .. • ' �' `• coNc. PAo INFO. FOOTING WIDTH a ,. SEE SCHEDULE � GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG./""�K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:314'" V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION, ADDITIONAL INFORMATION. M N O M 00 � d � W 0 G 1 a n C? Cn 01y lV Z y O ro � N Y y 3 •= a' °C 3 ea i N C O � o d U C"> O N 0 M No PF 5 T A f E OF• ••� = 1 •rrtlsls%1a: To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to Ha �7 2 rry$A} d OJ yC _ J p °1) ur 46 al W . o. a MLLU. a � 0_ z Z � � CD _�° ORI o nj 1J W .10 W 00 , Ci w Z Z () L IL N F O V ❑E]❑ z W z v) — o z W z r:. d N N U) M v1 z a 0 w Ul c m �NCD rC3 w m I v c Q 0 0 cn o z e J z ZO E 8 E _o o f° �� u0 Uo gU a3 Z co � _ � �w M c gz Z LL 7 c '0 0. sc °O = 7 A 1 _ Lip LO �r .-, N a j MO M (n s N Its m LO T U) Q O 2 0) I Co CO LICE LL N LO N CN Q 0 T L cD M o Z cEo y N @ E v c a U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 iE 4 rn LO S N 0 O I N a n N c� 0 N 0 N a M O i E E g i (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" Ll SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE HEADER FLUSH TO OUTSIDE OPTION WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR WALL ❑ ❑ ❑ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (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. S4 12 SEE TYPICAL WALL SECTION (Npj 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) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SCALE: N.T.S. ,CE OF BLOCK WALL IS 21/4" TO DRAIN CL DOOR OPENING ---- DOOR OPENING ❑ EXTERIOR F111 � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCKOUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT t■I�!!II■itli■I�I�IC!'�I■■ •• 1 . • • .. �....•�• ii one ■ Ill III_■ III 'III ■Ill 111 ■�■III: III ■ �IIII Illl�i ■■lil III■■ IIII NOTES: 1O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. QSEE 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. G S4 WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL - MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J a4. T r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL -8x8xl6 C.M.U. GARAGE DOOP K'' GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ..;; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �0� N 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) - SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE IOOR vv�r. r r.nvr. 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) (1) LSTA30 9' -16' (3) _t(2) (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. O� OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION N SP4 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 ry TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD "g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4"EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 `� NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED ATTACH ALL - EXTERIOR STUDS W/ (4 16d 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 •7 SIMPSON C SIMPSON SP4 3P2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION JlSS PLATE AND K/SS FOR - ADDITIONAL DETAILS SIMPSON SP1 /� SIMPSON SIMPSC / LINTEL SP4 SP4 SIMPSON SP4 -� SIMPSON SP2 .4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. !&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B i (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. 0 x x -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c 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) 0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 N tiCD doCD O _W ci a r� o = eo a* e14 .gym; y C W d ' � O y -0 N L Q 2 N 10 dates .r G G7 C'•= C a Cra 3 cc i V � H n.-= o a ` w N N 0 _�. ciTA-(E OF �.,. r 0••' Jr ''�,r'' ,• �rri'71iY►i�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. to F $E S N O O mN N a rNiv� u a a Wa Cry C 13 LL LL -6;, zoo z M 1 o �x 0 1 i Q8 N cO rL W rR��z 0 W Z IL J w M Z 6 N FZ- �< o00 Z W � � M z Q J n- .n z w c� sv) N w 1` U -� O w c c o A w o E o. < 0 ccV kj z® o0 0 U = V ov zo'<'�� ;v F- = o <_ � S. Z J '1. co � t Y �� ` 0 o2>w Z J fZ a� o4 z Q W <o W =E _ ar O = Ln `n ME cc •--.. a � C �I C37 O Y m L0 0 4- UL (V U N N Q d CD r E j d Z E CV N LD a E U _j Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 N Lo 0 r.� p _I 4 0 1 N 6 LO N x N O 0 M i Lo chi c a N N S E 0 If- 0 C CS CE a t I i a� CL N N O M 0 M N O N 0 0 w rn <R SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9�� BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, () t7l SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t 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" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & (2)10d TOE NAILS @ EA. FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR ENDply BLOCKING 7116" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 1w/ 10d NAILS 2" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR / • LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING"` 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d 7/16 OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYPTOP & @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD . �� O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 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 BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM-iABLOCKING, FASTEN WITH SIMPSON HGAIOKT wl (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 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)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 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"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN IL OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tD Co � SCHEDULE FOR Ix 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 00 I" 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2't 1 ]12" EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING () () (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS HE 0/C w/ (2)16d OF (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 7 w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 D A x LAG SCREWS OR EQUAL T LAMINATION SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�011 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ��nVTRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" «13_ SEE PLAN FOR TITEN TO CMU CONNECTION OF HE LAST (SPACE ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING„ FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g 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 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD - BEARING LOCATION UNEVEN CLG. �i- rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 74" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 90� CORNER JACK , U Y a v W z Ix O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR / • LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING"` 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d 7/16 OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYPTOP & @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD . �� O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 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 BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM-iABLOCKING, FASTEN WITH SIMPSON HGAIOKT wl (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 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)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 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"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN IL OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tD Co � SCHEDULE FOR Ix 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 00 I" 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2't 1 ]12" EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING () () (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS HE 0/C w/ (2)16d OF (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 7 w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 D A x LAG SCREWS OR EQUAL T LAMINATION SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�011 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ��nVTRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" «13_ SEE PLAN FOR TITEN TO CMU CONNECTION OF HE LAST (SPACE ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING„ FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g 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 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD - BEARING LOCATION UNEVEN CLG. �i- rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 74" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 90� CORNER JACK , U Y a v W z Ix O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 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 BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM-iABLOCKING, FASTEN WITH SIMPSON HGAIOKT wl (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 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)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 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"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN IL OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tD Co � SCHEDULE FOR Ix 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° 00 I" 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2't 1 ]12" EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING () () (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS HE 0/C w/ (2)16d OF (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 7 w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 D A x LAG SCREWS OR EQUAL T LAMINATION SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�011 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ��nVTRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" «13_ SEE PLAN FOR TITEN TO CMU CONNECTION OF HE LAST (SPACE ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING„ FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g 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 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD - BEARING LOCATION UNEVEN CLG. �i- rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 74" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 90� CORNER JACK , U Y a v W z Ix O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 OF HE LAST (SPACE ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING„ FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g 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 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD - BEARING LOCATION UNEVEN CLG. �i- rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 74" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 90� CORNER JACK , U Y a v W z Ix O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD - BEARING LOCATION UNEVEN CLG. �i- rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 74" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 90� CORNER JACK , U Y a v W z Ix O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 90� CORNER JACK , U Y a v W z Ix O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT T EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LEI 04t �s 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 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 COMM ao 0 Q � W z o m d N Y � d m aw d Y a 3 3 i � r -W ►- m = o = A T ha— c E a d U N 0 c! 0 �llff!fitlf LE �\ 0 E N S ' u �'•' R rf��::Jliitt�9a 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. a 1- g E $ N 4 v Ny C4 " 0 m J LL n T aY LL CO, i v a a LL gLLu_ a ILZ r 9 o w � ° N � m W (ern°' d r- z Go 0 W Z N Ln M Z F aOU ❑❑❑ Z W v 7 N U) z� z � � J z0cD 4-J u, (Ci w �U 0 W s V) C= N �NCD = D _U U I • C21- O Z N < Z J y � Q E w 0. z° <= w. F O i z�� zz ,_ 0�LL z � 5 a�i yo <w LS J ab �Z O V WCIO d �w m I � � W Y � ON .2 C IX >� '^ Y, rn Q LO CU O 0 m LO ca T } j Q o 0) I Cal 0 C Ln N Q '� o r M o N y M z E a� U _j Q p -emu JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 LO N LO Cx 0 0 M x LO N chi .�8 N a rn 0 M i ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED wl (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" 0•C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 07 AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 0� APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -� LAYER 1/8" THICK. �w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----, BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSSNOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES:USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT .z a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a U) AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 1 MUNICIPALITY 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED C ..d' ^T� .° d FINISH GRADE c0 .4 •. FLOOR TRUSS SEE FRAMING PLAN r, .° • FLOOR TRUSS I • ,. 'jjj� Z►' °P •'.(j SEE FRAMING748"1 WEEP SCREED 6X6 W1.4xW1.4 I_I d LLLutllllll Q PLAN INSTALLED PER MANUF. WWF OR FIBERMESH _ AIr2"x4" CROSS BRACE SIMPSON HETA20w/ 8 10dx1 1/2" ( ) O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS WS RIP STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) V-8" END INTO 2"x4" BLOCKING IN KO BLOCK W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— " - 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" 1to NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8)1 Old NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SPi w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a. r- -(3) #5 CONT. ON 3" 811 1'-8" l 811 J MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION :S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B 15/32' OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D Q SECTION X-X IF NOT FULL Q HEIGHT SHEET C z M G FLOOR SYST (2)- 2x TOP PLATE f BEYOND I 15132" OSB EXPOSUREI F F FF SHEATHING w Lu SOLID 2x In C BLOCKING (M ALL j C SHEATHING y EDGES (SEE OPENING SECTION X-X Q. cw) C x EEw x E W 2x STUDS BEYOND. y SEE PLAN Q O rn \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/B" SPACING S 3/4 S 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanrsi e�mcnx: SECTION X-X 112" 1l " 2 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN Ys", to 2 (2) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u_ � @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ Sd COMMON NAIL. 0 QD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J Q w/ 8d COMMON NAIL LOU O of O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER >- � � O wl 8d COMMON NAILS Q 4" O.C. (2) ROWS @ TOP & BOTT. 00' V)) LL Ni QG (2) 8d NAILS ® 3" O.C. TO EACH TRUSS END OR @ VERTICAL w 20 O MEMBER IF GABLE END c N LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1 31 X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". T�1 SFF 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE F.jTF� oFNrR�OR SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAU*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. IN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 1 WWF OR FIBERMESH C • .. . w �. r M -1 I I_I I I -III -I I � • . •'... I -I 111 :. .. Illilllllllllllll ...• �I 1 1_I 1 1 A •' LW m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE ;1�1_ I Q 1;I rg (3) # 5 REBAR ON 3" CHAIR 14" I 11-811 I W/3" MIN. CLEARANCE l ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. N N a c o At. >• W CL Q 0 j a o G NC7N m N Tj N t Da a) Z.-E.-� m o s � .* 3 3 _. °_� a) a Cae C a oc .2 : y a a G E eo 0 a cj 0 N O CV O :• 'Cy: �S. ........ \ To the best of the Engineer's knowledge, information and belief, the structural plane and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. e\(A 8 g8 S N v3$} � N d C "� 9h 0 .9. � N ,may J V) ti a u�N0� 0 Q aw w u- yMaI w _a U- Z o LL D mc°' p N cO m K W z ILv- i�O'`jO' z M H Z w 0 N E 00 ❑❑❑ z W CD z z o � a v J CNI m z aJ U 8 •U c is 0 LU s V �r C ru U w ® - 1— � $ I s® _ m Of 1 0 N m �IN w M o E Q O E U w Z zo O a I tD E �z a z ~3 .,� z Mn w C',c a d zH J � az � �� b 0 o� �a �, W a 3 a �w m 0 �� Mj E 0 L o� m '^ J Cr 0 C Y U °� T m m LO L0I .0 ILLM 0 _ N Ian U') M N CN Q p m cM = W cM o Z N m E v 0. Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11, 's VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH---, INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD 7-7 PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE CT I O MAM 2x SYP CUT TO FIT BEARS IN WALL -2x12 SYP BEARS IN WALL —2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 RISER �- BEHIND / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" \\ NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER V9 -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C tCOMPONENTS IDE MOISTURE ECTION ZATTACH J" X 2" O.C.ATTACH ALL COMPONENTS 1x4 G 20J" TAPCO S @MAX 32" O.C. \ NAILED TO STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G. 1 TOP OF STRINGER STRINGERS R4 E 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER NAILS) (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS \ NAILSS)) x 1 1/2" N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D 2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS 614 !fl-3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H 2x4 SYP BLOCKING x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" z"2x4 DRAFT 2x12 NAILS) STOP TREAD GLUED GLUED AND AND NAILED --\ i NAILED --\ DRAFTSTrP urwr I J t r 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST-1 NOTE: 2x8 INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS DRYWALL STOP SECTION VIEW 1x GLUED AND NAILED TO STRINGER AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT FOR DRYWALL SPACING NOT SHOWN F POINTS x4 GLUED AND NAILED TO STRINGER POINTS E FOR DRYWALL SPACING B —'�/ _ SCALE:" =1'-0" H �' SECTION VIEW SECTION VIEW STAIR CONSTRUCTION DETAILS H E SCALE:" = 1'-0" SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED ON I F 2x4 STC 2x4 SCALE: 1" = T-0" STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, / (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: 1" = 1'-0" JOINT LTO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT L TO )ISTS) H� :L POST LET INTO (LOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" H H Q0 0 Qom' W O a � ., _. t! ca N to � k a ' eo c -W cocc y ac a, CL o, E cr o $ u 3 3 co ca o= � V) p rJ c E n, o ci u 4 CM 0 N 1 o •N aye' `./ • \�•: ��,� •�� i ti No PE 750 or .......•'• , CP `1 -- "\%`1 'rjr,f J I f! 1 t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W a E S N o A8�k3v, N 4 (� O c J 0 L- W0 - a a 4 q U u- Z _ o j2 W c0 `4 G W 'TY, d k Z z L w N �zN� z t O L)❑❑❑ W V M N z z� Q) n NCzZ ai _ c LIJ U 0 Ln C m f6 �- W M csas Q � ' o z as u (p ?0 N Q N Cl E �v Z ra 20 g"�~ �o ZQro co N t L 8 � ¢wo W M Mw W. ro ¢ o m z � �Z _} _ _ v °I< 8 � Oo_ B L O ' Y rn m Q c7 : co Y o co`_ LN r 0 Cn U) 4- 0) Ll7I � co LL M O N � N 04 Q It 0 T m C) M o Z Ecc N N a v �' ¢ o JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. ST a N LO E cY 0 N O J 0 I N ex N L0 S 0 in- 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL P T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 APPROVAL FOR CONN. j— 1 X 4 3-1/4" LONG X 3/16"� 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS L FURRING L FURRING INTO STAGGERED @ 16" TAPCON @ 16" O.C./& 4"LL111X8 X8 BLOTAPCON.K@ BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH n 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.*x411" 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)1x4 ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16"9"\\- O.C. & 4" FROM EACHFURRIN( ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 0)., nCTAII 71 /A 11 I"1CTA II STAGGERED @ 12" O.C. '4_1 /d"G I1T011 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. J 7/16 OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� -- 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN, II ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK T-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK I 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON Ti 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD, 90' HOOK (1 ILt7 ±54 ) NOTCH WEB AT L\ FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" 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 4M." 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ~ SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" . D D n ' p' D D .e is — — GRADE e* e. cV p Cl) Z_ r g •D C D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .00 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS �R YP.) I fHE S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP) ' 0111111111 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x 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 ON THE DESIGN PRESSURES SPICLADDINGCAPACITIESBASED SPECIFIED OR COMPONENTS S AND LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE E 01 STRUCTURAL SOFFIT SCALE: 3/4" = T-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER 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" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. 4FNOTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS �r + REQUIRED TO + + SUPPORT SOFFIT 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. CENTER SOFFIT - PRECAST LINTEL —/ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - r eGF cuFGT m Amin z 0 U_ 0 LU U Cn @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN 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. NISH SCALE: N.T.S. • ' ' ° #5 BAR XX p ► • CENTERED W/ g ►.;' �► IN TOP c • ► KNOCKOUT / N • CHAIR BLOCK MONO FOOTING • ,. SIZE AND REINF, PER PLAN •. AND SECTION DETAILS CLEAN FILL .► • • ! DIRT b z ••• Is STANDARD 4 90' HOOK iv #5 BAR IN FILLED CELL • -., ♦ 1♦► ♦ L. r �♦ ►, ♦ :♦L, �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4"MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. M N o_ 00 c i1 C_ o V Cn N Q 6L.a T cc O oy 3= d 3 � d u c CS 7 = .L ?., a-= E A 0 a C+ CD M N O N 1 �- •No .; f'' '8750• � ' %�` •ter :� 'f! 0 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 gry Wcv d $ (0 v 6� IA ^E LL w LU dJ Q M v w a � � LL Z Z 2.4 0 o a W f0`"`° m J o �pjO' G W L Z Go w 0 N Cl)Q W H Z O U ❑❑❑ W z z n- $� a (nul N QXCo LL 'U Cn OLU Ln C d E $ I c 0 Q �IN r w o ` E o ro _® U I f�C z j_ z*� g . s N RD c oo=z Z ° zw 58 W m °� � a _ _ �5 �_ �_: o `` ;� O >� LO Liz d m co O MO Y ul U OCn TT V/ Ln l .0 ILLM C) N _ CD LO M N Q p z M r> o E N E y E' M c a _j ai a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH L-� TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----/—WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7N� SCALE:NTS A DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK)v MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) ,k 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIESIT ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE OIL VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ mil— 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN �:r INDICATED ON BM. T7 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B. SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE q 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 7 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ 4SEE TRUSS PLAN 4, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. �j TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO j SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/ Z(2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS N o O C%j za as o ao > W o � o C:L .— C <O V N t/f N O C. .d u ,r ti o M N 0 N a o "0 e'jK." l{, i s Ni 0 a sTA I E OF 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 � N � NNE AQ 0 N c `�� t , �, w ik - u;. 0V a v� 04i (3 ii a a 5 t� LLLL z Z m c� o o t�4 � o W W roN� m j2onrn dd LL Co w y H N Q `.. U ❑❑❑ W z apft z a N z vC/� c� '10 Ow NtA c Rig U w � U QCN z LL E o » <s U z® oa a� 28 �0 j o¢ z Qo Mz o mi 0 o� z v [� J �� m 'n a w s m 8 8 _ IN 87 <o co � 7 W 2 O d I= p ° 0 = I.f) Lid d o� B .—. j M O Y Y �, m m - L1') L o 2 co N O Lo N Q IT CD r-- 4` M M o Z Z E Nev a E 0 _j m a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 1 v iE 'R LO rl- un GV L0 N x a r- Ln N L0 f!'1 N 0 0 I N L0 u7 3 a N N S E i U z i 0 LZ N a M 0 a CN 0 0 M W 0 N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1IL O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN -SEE FOR 2 OF MASONRY & 8d ° BLOCKING NAILS T/B FLANGE � � 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS g Q ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 �� ( ) 10d x 1 1/2 CLIP EACH SIDE 774A OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF ••°• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB •• G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. !'" BLOCKING '=� TYPICAL BLOCK WALL FLOOR DECK 2x CRIPPLE AT EA. END OF OPENING INFO SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • • SHEATHING (MIN. 7/16") ;- FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL°• •° VERIFY W/ PLAN —:1 8d NAILS @ 3" O.C. '" JOIST SEE PLAN ' %: � SIMPSON MSTAM36 I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK -�%�% (2) w/ 8 BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD%`" & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. ' AJS BLOCKING PANEL @ 24" j/ / WINDOW JAMB TO O.C. (MAX) AND @EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST ` '` END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION ( ) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o00 OF CRIPPLES IF LONGER THAN 8" W A I P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END d A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS NAIL BACK LEG OF CIPPLE TO ) (2) 2x HEADER TO SIT F HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (1 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE 1 NAILS TO STUDS BELOW. �! 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. QD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION (� SEE PLAN I:' QE 5/8" A.B. 24" O.C. AND 6" FROM @ MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER I" EACH END W/ 7" EMBEDMENT. IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION FLOOR SYSTEM OR .. BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B '\ SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE +--- - C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B - (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 _ WALL 24" O.C. ) @ II w (MAX. OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, • ! JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS �� PACK W/ 10d NAILS @ 8 O.C. TO BE INSTALLED AT EACH END. COL. SIZE L,' % g INTERIOR HEADER 2 x 4 #2 SPF STUDS OG TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18 ( ) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E FLI TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE .o. �. o TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS �� • i �� LL- TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B • ' SEE FOUNDATION PLAN :: "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 HEADER CONN. @ 2nd FLOORMATCH STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDERr-7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR REQUIRED AT TOP PLATE TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN ''FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ -- (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" O/ f,q� NO r 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE ' F ?x 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x �8''�� OA TOP SPLICE ) 2x SILL PLATE W/ 2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EIXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS NAILS W/3'" NAILED TO STUD PACK FLOOR DECK FLOOR DECK °� O.C. Cd BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N o_ 00 -o . � C W a Q m x C 6L fl N Q i E c co U +2 C= 3 a.= E = o M O M •� •��/ �T,ATE :O� OF 1", Z •..c ., •, To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F a o E 0 "$ �" N d c A ` LL LL rjM0� uJ. a- Lu a gLLLL a o W _ 19C � m W o d W�°'°' k IL �n N Z U UU7 Z o cQi 00❑ W N 7 J 4-J •U c LU o p '�• Ow Vn c „ � W � 0 w _j o a J 1i E N ¢ w n �o > a Q o E C, p� U � O z �= x, z b I �z 16 rl� Zo az aZ W z 2I4 O S O12 = m U) .--�Ul co N M MO J O T � � mice•+ m Y / � L0I LL Ch (V C)� N N Q 0 r M M o Z E CN - to a E U � Q 0 ` JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 a L0 N LO E 0 tgi J O I N 4 n N L0 0 Q 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. (O.6 Cm : 30.5 Cm) include flashing as 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 (AbSEMBLE0NAN00W) 2 NAIL BRAND OR EQUAL WEATHER MU111 CEMT. FIN. water within the wall assembly by providing awater-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 2 BARRIER SEAL TOPS OF JOISTS 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 PP PP g P PP 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 rlINSTRuxr 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 eat 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 BE USED. 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 1 2 O R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P P Y P Y Y P P P Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW No SELF -ADHERED FLASHING MM SELF -ADHERED FLASHING , Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing 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 ASPHALT RUBBERIZED EXTERIOR SHEATHING al 3/4"-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,FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK OR JAMB 6".ND FLANGED WINDOW WEATHER ROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to 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 Q 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, _ (BEFORE FOLDING, SCORE "B RELEASE PAPER 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' TO EXPOSE 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 VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK t 2) SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° ° SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTPER 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 window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT -x ;_ REQUIREMENTS BEAD BRIDGING ° 2 following: CLADDINC AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) 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 g g AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 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 DETAIL WP07) 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q 99 P 9 p 9 FLANGE (SEE 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 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING �' • 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 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 APPROVHINGEDPATCHDHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED STRUCTALATH TWIN TRACK 2.5 - `� _ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster 'V' SEALANT SOCKET WITH - JOIST ° °°n ° ' °° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° , ASTMC926 accordance with SELF -ADHERED FLASHING 1 ° 4 ASTMC926 Felt backed metal 2 lathe in accordance Felt backed metal SELF ADHERED - SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 %,� Building Paper with ASTMC1063 �, Building Paper -7/16" O.S.B.sheat7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING • , FOUNDATION WEEP SCREED • , i sheathing ;� Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL � Installed As Per Manufact. Specs. PRODUCTSDETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom TILE FINISH (- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK w > BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- -- BOND BREAK WRB SELF FURRING (SF) LATH -' ., ✓"\,� 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ I PLASTER ACCESSORY - - Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS1�� Manufact. Specs. 1'4" PER PLAN Detail Instructions Refer to the number marked as in each detail that corresponds to the 1' -0" PER PLAN < % WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF , 1/2' Cementitious Cement Plaster Decorative Finish f ' numbered items in the list o Instructions below: - FLANGE AS AN AIR BARRIER in accordance with ASTMC926 0'0 °•o.° -All inside and 1. Install self -adhered flashing in order as shown by numbers form SLOPE 8"CMU - � _ 3-,/2" INCH FLANGE \' over wood 2nd o'• floor •0• ° . •o • outside corner will '•°•°. need to be miter 2. Install flashing and weather resistive barrier to water shedding _ laps 4" OR 8" CMU - - ° ; -= - I i < ••o II cut and caulked a ' 3. Self -adhered flashing can be substituted for building paper ( PER SEAT DEPTH ° - _-. Z z �� ,, �, �,��,� �r�; �, : �,,-•,_ � �' STRUCTURAL FRAMING � , • o•, butt joints need to • • ' •�•°,°, 4. Slit the release paper using the ripcord (Split release on demand, P P P 9 P (P ° __ a FILL WITH GROUT -_ a g - -- - - I I I `ry STRUCTURAL SHEATHING .0•'0•" becaulked using ° • Stampede or sim. embedded in the adhesive layer) -for ease of installation and to _ ° ° = THIS GAP IS A RESULT OF Caulk for all minimize scoring cuts -- LU LU PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and ,° ~ � Do NOT SEAL. - - DRAINAGE PLANE WRB CONTINUOUS BACKER adhere to substrate using a square piece of flashing material (6" x 6" _ ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° ° SLOPED MUD BED 4 -- Lu LU ACCESSORY I I BOND BREAK WRB 6. Fold as shown by arrows - - - ~ w `� I SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to ° 3 fit tight to corner VINYL SHOWER PAN -- 4 ° .- � � A ` II J Note: 8. Mechanicallyfasten as necessary rY - � � � � - - - - - - � The building paper and metal lath must be s►�o PE ° ° ° I Cement installed over the top of the weep screed. a ° - _ - PLASTER STOP Plaster a A US BACKER ROD over block p 4 & SEALANT 1 st floor <, CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER . SCALE: NOT TO SCALE N N ppAz.- c 0 r -o W N = W d �o V/ CV Z 3= d d rowIU ? 0 = C C= v.3a R 3 " rm�o = E n o a U O M O 6 ( S tin w !• ,� ST,A. f E OF y "J'N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a N 0 �8 -� Lo V N em y0)j Nou, r=_ w w d! M o ° a v aw w LL LL Z Z rm8 0X�� it CV e] W g cn J w ILN Cz �' .z W o< oaa W N M (�((QQpVOVO Z � Q ? -J .0 o �v O �r C� ■ Nr~ Q Y MID N I s w Z i LL 2 0 �o 8 oa F- CL x� <a , o.. , Z ME a- wZ _� o 010 Z � � J w W T3 o� LL au 01, o aLL ,� M ~ ps d of 0 0 �O = n LO LO rn a co :3 CT-) M O Y m m L0 T Q 0 U) to a) ch O N .0 N LLO N Q 0 '- E 'c th r M Z Z E N a- U _J Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauge, 41/2'x4.1,2'x2-12" See Anchor Schedule Baits 112" Dia. A 3 2 S Galy. iTyp) R 0 � / *ice :!IeWciff IIIIIno Screws A/C Unit Bottom Edge is Hurricane Strap (Typicak 3 in front) Front Cross Support (May ie cut to W) Left Bracket 06 Gauge) p 14 Self-Drlling Screws Thru Brackets $ Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) i a3i8f7 Wash;in / Self -Locking Nuts Sp fi, mttAlamrn leuu u.zlm. arc paelyshla.l -IA .-I, f1..n AJ, ELM'.. red Raked sold Drawling oven" uprer nations (sal reR win apply) Wit Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Pegs I or Building Codes and Standards 1211a2021 Product Approval Application Dalall YPEM.�� ._�y�•, �+ „' : � .r�aW?'tw Jr�.,., ..�1.,u,..,.,�'�'�:t�''a?"',r"a+"i�br�.:'.,,;�F.a>t_,.-.•:1'ot.e.A�,t.:,.,�!3�,�,..45^.s:x,... �1!`�5..._ 1:.,'1a`�I,'.'�V��e@I:ad;�WW"-t ar�.6�LI�,MII:c-„ r�M1,• iakt to111ror Rta 2U Qre PMhdw 11 & Mla Yt18o1 Manulumm !0 F,gdtMaI LWMMs validated By vessel pg g(�(ggg FAC Awroyal Appro mmm Amirne e n 2020 Smart Void Products, Inc toned Grelism Hermes F. Nrm; P.E. Locks, Swam P.E. 12milim 12/142020 12282020 App-d Crepay: Wwwal Compacnts (577)441.835e PE-73776 (334)3ODA80O 0ACatepory: Prodlds introduced as Result or Infoasmartventcom Nw Tadhnolggy Carplinn Mathed E-1.0. Report tam e Florida Registered Arch-t a a Uonse4 Florida Prde»tonal Engineer Quality Assurance Apmoyed for Wes A=Wod For Use lak1M Dom RIBS Froduct mam mmila ar Iftmax E(aZOL2n2SM Gg121aa.Er lalllkJi galatt1RR 8lslt{a0l 1 araxdVent Model MS40.510 Dust Funcbn Flood and Ventsstn Van 12n12023 Yes Y. NIA .1004100 2 trrwdVmf Modal #154D511 Dud Fu ciln Flood and Wriest- Vet 12131120" Yes Yea NIA +100f 100 3 Smetvmt Modele1540 20 h.utsled Flood Vml IWI12023 Yes Yea NIA .100%100 4 5"rkVnl Mod.141540.521 insdolsd Flood Vml 12A72023 Yes Yes NIA ♦1ODA 100 5 Smartvem Modal at Mc524 lebqud; Gangs Door Flood Vent 121312023 Yet Yes NIA N!A 6 SmedVmt Modal IM540-570 Wood Will In Wlatad Flood Vent 12/312023 Y. Yee NIA .IOOA too 7 SmaOVml Madded e1S4D 514 14.5agid: Garage Door Flood Vnt 12/31/2023 Yes Y. NAA WA Florida Department of Business 8 Professional Regulation Page 1 r1 Building Codas and Standards In412021 Product approval Application DMaa 2X,� sir? 3�-,'.a' y„�^k. ,r3{nt a.v(Y+1;Mx,~ n..�-r�.�et r.�..c� -q`:✓. `r .�."yi 1r "..4 4>; �4'+4g..-0(r".u.,t} .ri rr.bi,,?��B...ra,Se eae"Kg i ��tf;`J'y ft46L Elim or Re kelp sir. Pv1dino gag M= YJalafl 1Youal3ula rdMteG Eraenr a Lirablu vaida.e ttr YYldtfk yygm= r ARPERM Ran Rewslon 2020 Drexel Metals. Ine. Jesorh snumete Zaehay R. Fresi Locke Bowden P.E. GIVIW 20 Oelog2c m owonom 1 On320m Approved Cragry; Rod ing Moo 303-1511 PE-14021 (3341 300-1800 subcategory: Moral Reding rO.-teildpramed.mm Complarce Mane* Ewluallon Repoli from a Florlde litagi retl Archted or a Lkm sad Florida Pronw.inM Engln®r i1itliSTl�tlPmdiMts SBr.YAmrainea Approved for Use Amm"AfrlM Impost Design teat h0d4N Doer. muneoer a Noma hrduel Description contr�nakinlDole ID10(H,1. R Pressure 1 Dreeel Mdel ROaMa System. OMC ICONS, DMC 15088, DMC 1755, DMC mOB, 12/312025 Yes No NIA +0h180 DMC 5V Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application DOW Pape 2 r4 3e22o23 r�.. .. I., . " :, yy��/..- .,. �yl . �'{..'�,.1rry� .�;;4r}«� _(�' y :'?w'F'... . , SD :/Np��yw 1. ti'�.{wY n:-�..•a-�u�,'mw,-N�y�.'j�'y, �n1^ _ >; ,t;�„`�, 1��- ,,• n -f.,. ,ys✓, �P,CI'vn.;':yz., a;" 9.+�i"rq`,y{•,yry,>-im)fi'% ,: v'rdr ''a,�ii�Y is•C,rq iz:`'i",�: . ii�'X%$FtY,�41M4�"C',l'�YM_k1��1�1k�YA '.sir?.'�1�%.1�,:^.i�i�l.n•41:4�1'.colY%�T..y'�'yyv[,nh.U.V�..�YS:y�.�r>7�.,�.�Lv'l�.,Ry,S`:SV 6�".^-.?. `�4iu��i6iQj1 ,s•At:f,JfrM �it'..u.M1,:1�,_., .:/S!w au 292 Date lesnuffirlo 1:21 Yrslgk vxwmom godo hill ELLUMM Ysosah1d Or. )Nal" SiOmim FBC AgrWsi Aklmntl SISWE ReNakn mm Thernsi Corporation Steve Jasper" Lyndon F. Sohmdt P.E. Ryan J. King, P.E. den 52021 1213i2020 04=021 OLIDV 021 Appr-.d category: Exl.lor Dog, 11100643-7028 PE-43409 1813)167-6556 subCregory: Swlnong Ektenor Dodo Assemblies llaspersonillmorm6Nuc Compliance Method: Evaluation Repoli tom a om Florida Registered Malted or a Lknfb Montle Professlmsi Engineer tmluiumziatm Ascradisd far Use Aslrgved far Use kDgod 2nim 2219 waraa't rndd Number or teal. g Cor6.n raatratlan Dat. In HVHZ Outside HVHZ R"Aam I1dSEM6e 1 e. Tnartns-Tau Fib.-C4eNc and SmwMSur Nominal 6W91 6quotimpadbquo(: Opaque 12//12626 No Y. Yee WA composite Edge Fhargan Single Door Ilnawhl7butwht,0: X wnnarauon) 2 oTh.-Tm Fib.-CNallcsnd Smooth-9er Nomh.I G&VM;s Suiimpanbqud: Op we 12nt202e No vas Yes WA Crnposte Edge Fba le s. Single Doc with Sk.aatU (InwnglOutsW n0: X0. OX or OXO 3 c Thermal F1br-Oseax and Smooth -Mar Ntmhal 0&939:8 aquotlmpled184U01. Opaque 121311m20 No ye, Yee WA Composite Tape Fbaglass Double Door with or weal sldeal s thsempOutswn9 XX a Oxxo configurations) 1 tl. Tmenm-Tru Fier CNfNe and Smodtll-Slat - d' d O Ndwnd 98M�A dqu .erp. squat paw 121Si2028 N. Y. Yes WA Compares Edge Fiberglass Singlo Dos 1 hswm Out-i :Xcn1qu .UMI ems 5 e. ThTru FlOebClafaG end de &no -Blasi Nrmind BBM]9;0 aqud;trysdbqud: Opaque 0 17/312028 No Yea Y. WA C-11o. to Edge Fibeglan Single Door With (Inaringr?ui.Ang; XO. OX or OXO _flW,xtid»1 6 f Theme-Tru Fro-amic and Smooth -Star Nominal 8a439A dqud;hwd6wok Opaple 121312026 No Yea YM WA Conposia. Edge Fiberglass Double Door with pr wthwa adeltw (Inewn9/Outemng; XX a OXXO coniguratins) U. Therms-Tru Rb.-Cassic and emmm-6Nr Ndrinr Bda]g;6 6Wd:1m; sd&qu? closed 12,312028 Me Yee Yes WA Conpoda Fill. Filumo.. 91.9h, Door (hrYllnyWtawlnp: X conliersNoe) a h. ThFmhs-TN Flbr-Cbssle.ng Smmom Slat NdNnr 6A 3QALwd:arpdawd; Glued /21312026 No Y. Yes WA Crrooele Edge Flow0ass Singe D= with schnws)dnsm olousion9:XO. OXorOXO dnllg ixtion.i 9 I. TMmfa-Tru Flbar-Classes end Smooth-9M Nominal 69M39;88qur:bryadeglr 0*200 12/312OW No Yes Y. WA Corporate Edge Fiberglass Double Dos will, or with out Sidelta dnsranglOutswln0: XX a OXXO emfgufMlmtI 10 1. Theme-Tru Fiber-Gassk and 3modh-Star Nordnsl aump aqud;iroacUouta (3lzed i7mi2a2a No Yes Yee WA Composite Edge Fiberglass Single Door (inehng/Outwlrk; X cnlgurann) 11 1.Therma-Tru Flow-Cigeac and ancolh-Staf Hanlnd 8a43608pad;eroed8wak Gl.zn 12fJ12028 No yes Yes WA CompoMis Edge Fibergass Single Doorw'ith S teegel (Irdwlrg/Ot,mra; XO. OX or OXO rxnllpurdlnsl 12 I. Tremma-T. Fiber-Clasde and Smooth -Star Nominal 884209 agdd:llYNd6¢,gt 04M lZ01202e NO Yee Yn WA Composts Edge Flbsrglea Dcubl. Dea eHh or wlmdul adNges OnlwanglOubAtng: XX or OXXO omtlguratlns) 1s m. Tnemn.-Tru Flwr-Chfdc aoa 6w,00m ear - al Glue Nominal aM3g:9 bwd;tnpadbqu , I 12 ]/] 028 NO Yw Yea WA Molded Opm Composite Edge Flbergew Single Door (inswhgaou"wrig. X conllgumtm) 14 n. Themla Tm Flb.-Cbftla end Smm11,41e1 Norrsn l 64039;8 6qud:arpadhquiX. Glued 12n12026 NO Yw Yw WA Melded Open Compotes Edge Rbieglaw single Door with Glazed Molded Op. S1deINs(s) ) (Nominal6 Ji8#Mh 15 0. Thermai FlDer-C16sslb and Smooth -Star kpot Onp.aMqud: Glusid 127312026 No Vac Ve8 WA Molded Do- Composite Edge Fiberglas. Double Dos Wth a Wandul Glazed Voided Dom Soleaw (hwanglWuwing; XX or IOXXO ""gurehnU 16 p. Th. -Yr. Flier-C4stic and Sme tit as, Nominal G&M:8 LgIJd:Mlpsdliqua Opaque 1217411202,11 No Y. Yes NIA Cornpoats Edge Fiberglass Single Door with Melded Dom Sddss(s) (InawlhgrouMmg: XO, OX or Oxo conalwndons) 17 q. lheme-Tru Fiber-0lasde and SMOdrl9rr Nominal 66039.8 Lqun;"oLqua OPawt 12D1/2026 No Yet Yes WA Co past Edge Rbegless Doubts Dear Wth or W W Glazed MddM Open Skdtes (haWngrOutw'ing: XX or OXXO tan8gurelln9) Florida Department of Business r4 Professional Regulation Building Codas and Standards Product Approval Application Detail F." I sit 1a 2P21 41. p yyp uhl{(?Y. ��" Lj Ay1.'r'h)`^%4 ..�`rA s,a,,_,...:d1„Y. .,.r+>7�.d';,,�i':Nc ?'.M'„pr?� „�t ..•"-,n,-N.-.::,xf+..,,..:Yi.r. a.,. s... 5.,,�.,xrYl�rr�'. r:.;:5,' ,.,: s, n.�.i,v: ,..-.,, -�, ,' ... > J. rn.,,. ,. cY. •�,1.+;:.:. rim Falls or Bat lea! 00 Pln40k sag 3k a V.,lon SmAagim n Canute Erse- of 9L Validated submitted -� FDCA,d ARMW AM& Rebekn gum POT Industries Jm/ Rosoweid h/am-Dade SCCO- CSR MIer11-tads OCCO - VAL 11ng2om 10262020 1e2u2020 Aporwad Crggrma .y: EmDoor. (041) 48"100 (lee) 315-2590 Subcategory: 91vng ExtMor Door Anen bi.. rosgwaN,l$pOandUSMet.d ConVune, Method: CmIntoW Meek or LIOng sin F1.11261433 Produats Gudlly Asslaanea Approved for Uss Approved for use talked RIAIM fin M h ct . Nan Product Description CorMrKt E.perlell Data In M outafes HYMi It"s M � 9 9i30.6570(Laq)e of head) Vint Slang Glen Doe ogle 12021 Y. Y. Yw WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying 1br a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expel Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psi 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 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 LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4130/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (ior Shingle oof 151bFeIt Underla ment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products abed Galvanized Steel Stomp Panels FL15 7 1 - FL15 7 . 0 6. 0 6 2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc rengtit Concrete Lintels High Strength 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 Page I of Building Codes and Standards 1252022 Product Approval Application Detail ^1M 0 rlr r u v '"4'`"? 40�/xs,i,i.,+i". �'aV M�4 J M1 1, b '`!a^anf- I' t l't� 41 A �' L ,,�,,! NCr,A,Y�+ �,• iY'd: j')I.'�•'�yP�jyt,�,��i ��1 ��'F��"��x�a7., ._-,-, 14 n �19,UrC �I ,e:iU lL comatt: VhAk,ct4+Vr..;n:.+r.p•1aYi , N"+.2".a.h�-;d;;rji,�., §*^jt1CI)�,�-,t--:q JI ,:yOr y'c, , .. 1. • iF V.It.A16'.t Y.�Jax it H1,�Mih)' .,, LiV��-. uos.)n .�."Yr•:�!: we CIItvOL9L tied D= Delta Pwdlna to Lath yalislon Manufacturer Contact Enalneer L Uce6se validated BV Validated Submitted FBC Approval ,moved Amu Revision 2020 Therma-Tru Corporation Stave Jasporson Lyndon F. Schn'idt P.I- Ryan J King. P.E. 07123QO20 07/12Y2020 07/29=0 1011312020 Approved Cat"city: Extabr Doors (800) 843.7828 PE-43409 (813) 767,5555 SubCategory, SWrging Exterior Door Aasembtes s)asperaonigthermetu co Compliance MMbod: Evalustbn Report from ■ in Florida Registered Architect Of a Licensed Florida full.1120,11170AS Professional Engineer Produces §L4l! PrSLd.yFt Mhdal. Number er Name Product Deecrindoa $uiJkAM IM Aooretwd for Use &MMVAJffJAg JM= Clxnnet Exoiraeon Date in HVHZ Outside HVHZ Resistant a_nt 2= Prosay 1 e. Tllama•Tru Fibm•Cbssic and Smooth -Soar Nominal 06M3 .8 aquotlmpaaBiqudt Opaque 12J3120'12 Yea Yes Yes WA Composite Edge Fiberglass Single Door iremrWOulawng; X cordigureaon) 2 b. TMrma•Tru Fiber -Classic and Smooth -Star Nominal %M8 8qua:Impact8quot; Opaque 12/3172(YlZ Yes Yes Yea WA Composts Edge Fiberglass Singlu Door with Sldelte(s) (Insw nglOutsw ng; XO, OX or OXO mnnguroticne) 3 c Therms-Tru Fran -Classic and Smooth -Star NOmIna168#3018IIquotlmparaquot; Opaque 12/37f2022 Yw Yes Yea WA Composite Edge Fiberglass Double Door with or without Sldailtes (In.wingtoutamng; XX or Oxxo configurations) 4 d. Therma•Tru Fiber -Classic and Smooth -Star Nominal 88M39;O aquctlmpsct&qua:. Opaque 12131/2022 Vas Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Outawing; X configuration) 5 e Therma-Tru Fiber-Cl ..k and Smooth -Sher Nominal a8939,0 Bquatlmpaa®qua, Opaque IV312L722 Yet Yea Yea WA Composite Edge Fiberglass Single Door with SdNce(s) (Ir""mLyOuawln9: XO, OX or OXO configurations) 6 1 Themla•Tru Fiber-Clasak and Snooth.9tar Nominal S&M39,08quotlmpactSqual, Opaque IV31=2 Yes Yea Ysa WA Composite Edge Fiberglass Double Door Win or without Sidelines (Inming/Guidaving; XX or OXXO configurations) 7 g. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6111M,,88quish.pactilquol, Glued IZ1312072 Yes Yea Yas WA Composite Edge Foeglass Single Door Onswirg/Outaw;ng; X confgurnon) 6 h. Theme-Tru Fiber -Classic and Smooth -Shur Nominal SBM9 .S 5quotlmpact&quot Glazed 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with Sidelke(s) (IrwwrgifOutswing; XO, OX or OXO configurations) 9 iTherms-Tru Fibsr-Clessic and Smooth -Seer Nominal 88039; 88quot lmpoctAqua: Glued lmlr2022 Yes Yn Yes WA Composite Edge Fiberglass Oou bus Door vAth or vilthout Sbbinas (Inset n9/OubhMng; XX or OXXO configurations) 10 i.Therms-Tru Fiber -Classic end Smooth -Star Nomina168M39;0 squa;lmpea8quot Glazed I2/31/2022 Vet Yale Yes WA Composite Edge Fiberglass Single Door 11ru-na/Out-mg; X configuration) 11 It Therma.Tru Frer-Classic and Sm loth.Stor Nomina188a99;0 8quotlmpaa6qua Glazed 12(31/2022 Yin Yes Yea WA Composite Edge Fiberglass Single Door wttn 8ideiits(tQ QnseAnglOurwkp. XO, OX or OXO configurations) 12 I. TMrm t-Tru Fiber -Classic and Smoolh-Sou Nomma188M39,I) w*tlmpaabquot Cluad 12131J2022 You Yes Yet WA Cse ompoEdge F er91ae►Double Door with or without Sidelitee (Innving/Ouawing; XX of O)((0 ocrhfourations) 13 m Theme-Tru Fib.-CW"c and Smooth -Star NCm01216AM39,5 agUotlmpaQ6qu0t; Opaque 12J3l/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Win 16quotNon•lmpecl8qua; Skelte(a) 9nsverg/Outewkg; XO, OX or OXO confguretons) 14 in Themrro-Tru Rber-Clank end Smooth -titer Nominal 6801VS So JotlmputLquot Opaque I213112022 Yes Yes Yes WA Composite Edge Fiberglass Deal ble Door nth 8qur;Norslmpe48quot Sidelites(Inwi irg/Outswng; OXXO odnfiguni tlon) 15 o.T)lernst•Tru Fiber-Claseic and 6mooth-Sar Nominal 88M39;06quotlmpaa8quok Opaque 12/31/2022 Yas You Yet WA Composts Edge Fiberglass Sln91* Door%* 8quol;Non-Imq&ct8quat; Skslits(s eminningloutlswirg; XO, OX or OXO configurations) 16 p. Therma-Tru Fibw-Clual and Smooth -Star Nominal 88039.0 8gtwtlmpactliquot Opaque 12131 R022 Yes Yea Yet WA Composite Edge Fiberglass Double Door War Squot;Non-ImpadBquot SldelMes (InewinglOutaW ng; OXXO conf guratlon) 17 q. Thermo-Tru Rbar-Clasmooth sic and Sb r Nomins168N39;8 8quotNon.Impacf8quct Opaque 12/31r2022 Yea Yes, No WA Composite Edge Flbeglsa Single Door (Inswrp/Outswing: X coMiguratinn) 18 r Theme-Tru Fiber -Classic and Smooth -Star Nominal 88d39,68qu0tNon4mped3quot Opaque 12131 r2022 Yes Yell No WA Composite Edge Fiberglass Single Door with 9dellubw prdWngrOuteWng, XO, OX a OXO configurations) 19 a Therma-Tru FMuer-Class. and Smooth -Star Nominal6UV;8 Aqur,Non•ImpaoSquo[ Opaque 12131f2022 Yee Yes No WA Composts Edge Fiberglass Double Door Will or wtmout Staines (Inve i grOuoswing, XX or OXXO connguratlons) 20 t Therms-Tru Fiber-CNlsse: and Smooth -Star Nominal 88M39;06quotNon-Impea8ouct Opaque 12131r1f122 Yes Yes No WA Composite Edge Fiberglass Single Door (I r wing/Outsvnng; X configuration) 21 u Therma-Tru Fiber -Classic and Smooth -Star Nominal 68M3Q06quotNon-ImpactI Opaque 12131 12022 Yea Yes No WA Composite Edge Fibeglaa Single Door v& Sidelke(s) arlswingiOut-mg: XO, OX or OXO Con loure8ons) 22 v. Therms-Tru Fiber-Gaseic and SrnoolRSlar Namind 88039;0 8quotNon.Imps t" Opaque 121312022 You Yes Np N/A Composite Edge Flbwglau Double Door Win or without Sidelines (Insairg/Outrwnng: XX a OXXO configurations) 23 w Therms-Tru Fiber -Classic and Smooth -Star Nomind 68N3B8 8quo,=;1mparBquot Glued 1213V2022 Yes Yea No WA Composite Etas Fi berplaas Se1�le Door (Ina rvlcutswig; Xconfiguraoon) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 08M39;8 8quotNoni ImPxct not Glued 1213112022 Yes Yea No WA Composite ENO Fiberglass Single Door with adeI be(s) (InsW nglOunaW ng, XO, OX a OXO configurations) 25 y.Theme -Tru Flbar-Gestic and Smoom-War Nominal 5&039;88quot;Nom IOpaaldquot Glazed 12f312022 Yale Yes No N/A Composite Edge Rbwglm Double Door With or ,without Sidelitee (Inewing/OurMng; XX a OXXO conf gi.mull 26 z. Themle-Tru Fiber -Classic and Smoo1M6hir Nominal 88039;08quotNon. lrr"cl84uc*, Glued 12131r= Yea Ya No WA Composite Edge Fiberglaa Single Door (Noe oNor 27 za. Thermo Tru Fran -Classic and Smooth -Star nN�881Kffi:089 in" mpalXBquot Glared 1213112022 Yes You No WA Composite Edge Fibeglast BMW Door with Sidleea(s) Qnsw igloutswng, XO, OX a OXO configurations) 28 A, Therma•Tru Fiber -Classic and 6rroodi Ster Nominal 8809;0 8quo0or.Impact6quot Glazed 12131/2022 Yes Yes No WA Composite Edge Rberglass Double Door Win or Without Sidelines (inrving/Oraw uing; )0Xa OXXO wntigumtons) Ronde Dopertrnent of Business 6 Professional Regulation BUldng Codes and Standards Product Approval Application Detail Faisal r2 11502021 ..�i {, ,yu. lar y:- �+ N ^c)'ery q. ¢ x r•".nl•rF yFt` �e .vat:..., t` Ivtw .prr� t` l �i, tvl N 'i.k hfi y 'rlr: I 1 �hr«�oE;-�-�..!'.L;. .�a'•,�m ..�l..te.'T ,-.•. �Sr 11 : ,�:'. ..I�u 7.. _3�� YA;M.. .We�' I .:,?<i..;�.f. !'Yu.2�-t ,-..3'; .}$.. t�+�",r^^'R t!.k".,•' ..,i ��_.. :e?"J��'r1;�4�C4t%Hi1..sr� .nt peg'�ST2:.i�,�.%I/1r..�'.u'u:.�.i.`t L4kt KalSm Ptlt 292 be, p am an I = YKRM saidishm LtifAJfd EOmasALlcrosa Yltsalbda Ydo" SubMW 19C ammyd ARMUM S AM Reubbn mm MI Wrldows and Doan Orem 91111'sOer L01a R Ginn) Lomas Sleven M. IA1n. PE Ima2020 lw&2020 1GAI2070 17M5=20 Approved CMeg011 Exterior Dion, (717)363-3300 PE-62514 (717)31 T-W4 AWCregory: 310111119 EXlerkr Door Anstrbses bslpingevini,ed.can carrpltsnct Omboa Ev Juatlm Rape( JIM a Flak. Registered MnitW a a Uent.d Fork% Prdre..lond Engine. rulsstt�94 �"^e Osell.Aauranae Agorevedfr Wt Amrrwad lr lM takes Daman gapd, hotlucl Mode. Mmrha a Nam4 PradMj,g g c.Xreat aasatla, Dart BL.y-vHZ 4ulakk NVN2 Resistant EL4ir1C! 1 SERIES 420ALUMINUM SW SERIES 420 ALUMINUM SGD OXO 12*21024 No Yes No WA 14S3Aaqurdx&lla.qur; NON -REINFORCED 2 SERIES 420 ALUMINUM SM SERIFS 420 ALUMINUM SGD OX. XO.)( 12/31/2024 No You No NIA 96aqudXe06quot NON -REINFORCED 3 SERIES 420ALUMINUM 5130 REINFORCED SERIES 420ALUMINUMaGO REINFORCED OXO 17rJ12024 No Ye. No WA 1453/48qudAquilud; 4 SERIES 420 ALUMINUM BGD REINFORCED SERIES/20ALUMINUM80D REINFORCED OY, IZ31202/ No Yes No WA XO, XX966quotX9"qur: 5 SERIES 420ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XKK 17312a24 No Yea No WA 1436qur;ii968qur, Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i oil IMMI .. �... �. ».'�.1�r . .f',u w" ;.�, .: .., :•.n,' 1 .',w ♦.._ y{., r ,. .:r .,.. n n Y ,n4",'Nit. ,..r ;. *r�•D > Y.�' �F.. �,0.: ��'. �;;'�lAr J ) � �i :r,Ya 1 M1h,-, t.4,• 5h F Y�:�i 'Y'Wr�-�.!^*,C u M.. 4 N\o !.�'��pv C '. M rri' •. h y ,pipt' :".M' t( I11 ,,g� I�f1, Vhl�(: �,, � ilfFl{ �� i,h. pprr,..a.S �1* ,�, .; ft,,.e lM t7 ryd'y]. �� 3;5,.;u'.. �T i Wi � ,•'J ,.:::, r.i,4;1 ,. •., a,y T+.. v .('fG J4 Yn. ,. .. .. ,x, ,. 1, 1. T,1{: 1'�. �'Mlp �h.F n"t� r .N�Sin_ +�,. �.1 1PrAM1VAlTi.RRfV .7 ,.: !Y, „ /.$ • ,. , .. ..t,} : .. +%.. ,T.S. 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Method! livaurlm Rapt Ran a Honda Regl/temdArth la a Licensed Florida Prreselond Engnw FlaE24M•Rig horiur. stag Product Model learn or Ng= awe An contrast ±alation Dag AeamYM far Liu Anormed Ipr the In HMJ outside H1AG: MaLgL 2imm RtiMrY Pressure 3 800018101V6200 M1105 U039, Mex Math. 141M39; Mu height. Gluing 121312023 No Yes Yee .31.00F35VO wdtsble In too a innmNOire sedan 10 0000A10"200 M1123 168MS ; Met r1tlM. 148839; Max hoot, Glazing 12t312023 No Yee Yu .30.0Oti33.50 available In top a intermediate ssdkn. 11 60OM100Mm001124 166M$ Max Wdh. 146M39: Max heght. Gtsang 1213112023 No Yes Yee .34.40}39.30 available in top or e rstmedldo section. Florida Department of Business & Professional Regulation Staling Codes and standards Product Approval Application Detail Fees, ldl Uatm21 , , .c,r _ ,.. + �!r'r •nrr:. ?ix .:�' .. -., •,: �.. 1r` � ?. ,.. Lr. dr•:cJe'+Wa°,'r�, j'YT.�.r^'t � 1,Fr ,let �) •lea• --•-;� „T F -.. 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Florida Department of Business i3 Professional Regulation Building Codes and Standards Product Approval Application Detail Paps I of I I5=I -.�. 1? �,,r ,,,.., ,+., �^S`E a i14"ra,�a1 "q�)� �}}��,.((,_ n>_l..,ihw �,�M"`y:; A'✓',*?r�t�+yAdgry 4: ) , �1. �'� jy}c^i. A �, Li y.t�'�': 'rvt wwlM�]�(.. ��.•.ad N '. F irr��'r, �iuJ,y� 4.5 �_','�t^.°Ila�`�n,.,;..��'••r,d- �,��"• r11"s.'4.'(,",rt, It ;a V "A r ., r ,. „ a 4 . � h�.: rl�r rS . � v •#1'W. d..a�,.a..•r 1kr>.,t .,.,iy-... ,: "";W'�I.:rriCM, �'rA.�',�'1!!��I d rm w ante opt. ad, smdma 2111 '010 version1BeDl10cWnl S� g vridded a Ygyam awomm EBc AQU Yd bkwaw tgaWt Reu.kn 20m MI Wndarts nd Door Brent MtlirpAJ a nerium Architecture, Mellen M. Urkh. PE 1V112020 11M70020 11127/2020 AAPIowed casgpry: yNndws t717)3953300 Menu Mears Msadatkn (717)317-8454 Subcategory: Single Hung bilbro ilimi.d.com Compllnnf Method: ConNOesm WA or 1JRIng 9LOUMAgyLEM Reargued 7. LM Raw %fob Predun Yodel. Number or Name tgR(Qp coral rUmlrrlm Dot Aiguggiofgt tM, In HVHZ gAds>t1�i mum Rtalmwl LflsWa 2 1/5 t#1 52)(72 FIh+1voe frame IG/8G Single Hung I OM82023 No Yes NO •601,60 L.min.t.d Glass a --a (D Cn O U Q C O O �.g.� `V Cn V U 0 Cn C O 44•�Ls+� W 3 O E cal_ O CU .w Cn -p O W O LL^ C:)_L ICU .G co co, CL Q Z Z W J N \ C3 ,N.a W W O ti 11._ d CL CD a e•a A ter t.Q4 /a m N sic t+- n. An to O ► fJe N L to W cm J 3 age ? 6i _E_.t C C, t Q � 3 � d � • - ow 61 C G Wou � 7t ti C l0 O d U C, Cn E 0 N z Cn v 0 a� CLfia O 0 O ttsr_ ^1 W L CC H O fiCO W W Z Z J Z Q J a SHEET NO. PA 1.0� N Florida Department of Business & Professional Regulation Pages we Florida De snort of Business & Professional Regulation pa eg pRegulationai age 1 di Florida Department d Business &Professional Page 1 d+ Florida Department d Business &Professional Pelp 1 a2 CU V Building Codes and Standards I262D22 Building Codes and Standards irrml Building Codes and Standards l 1 Building Codas and Standards 1&M21 0 Product Approval Application Detall Product Approval Application Data III Product Approval Application Detail Product Approval Application Detail C 0 � Q . '. i:. {�slapp 4X .' .. : r, :. -: //°°1t`� r a. W�,t ,. • y. r... , :.,o . u r .M.. : 4 � ldh5, Y ,. r PY. A .: r,.. 74 ,., .•, r .:: ,. 7, Y. a "tar.. ,. Y � -.: r Me' .v ro, 1 ,„.w urro , w-. r"n•..:r :. .,::. ,,: ..w.,r ., ,, Y ', .. 7 .. ..7 9+ w ,. '^t T,, ... I h:. "N 4 ,r W,: 4 4 :; .. ,y A' %r: r ^ . , "S � � ',. d . ., .:. I .: .Mx,,, ,. i..F Y • :: , hl ) d. � i � : .. ... „ I ,. ;. .;; ,. 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Mdde Imp-d) Vinyl &.at. Hung Wool- 07202028 Y. Yee Yes NIA Hs 180 Fln nidna tie Frame 73.621nwWad Glass 02102024 No Yes No •55665 ids PW 73 z 721nsdsted Gless 04ro32073 No Yas Jo •60H0 � 1 a. Themb-Tru Fiber-Clemic and Snxloth-Star Nominal 66W.,88quot;Non-li pagtdquot: Opaque 12131/2022 Composite Edge Fiberglass 61nale Door No Yes No WA O Ilnenirg/Outiewing; X configuration) ♦ v (n O 2 b. Thermill Flbr•Clmlc and Smooth -Star Nominal 88 N,$ &quot Nan•Impad&quot Opaque 12131/= No Yas No WA ^` 0 Compoft Edge Fiberglass 3ktyyls Door with A1 W L W Sid.tke(s) QnswingJ0ut rAng, X0, OX a OXO Qs mrdguretlona) cn O /}tea �• ♦y I1 3 aThermil For-Classlo and Smooth -Star Nominal 68,04:8&quet;Non,ImscAquot Opaque 12/31/2022 Fiberglass Composite Edge Double Door *Ina No Yes No WA y CIOsew .1..' Li Without Skielit" (In@MrglOut*Mng; XX or OX(O • � cnnfpuratlons) 4 d. Therme•Tru Fiber -Classic and Smooth -Star Nominal WWO &quo0on-Imps oSquot; Cosqus 1213112022 No Yes No N/A Compotlb Edge Fiberglass Single Door 5 a: Thermal Fibr.Classic and Smooth -Stair (Inaaingloutewl,g; x configuration) Nominal 7&rd O 8qu0tNon-Impoclaquot Opaque 12131/20M No Yea NO WA. Composts Edge Fiberglass Single Door with Slclelao(s) (In6wingl0ute`Mng; XO. OX or OXO S f. Thamla-Tru Flbr•CMsNc and Smooth•Star configurations) Nominal SIM;G&quoCNon-ImpwMquot; Opaque 12131no22 No Yes No NIA Florida Department of Business .& Professional Regulation par I d•1 Florida Department of Business & Profoulonal Regulation Pea.1 oil Florida Department of Business & Professional Regulation P.g.1 w1 Composite Edge Fiberglass Single Door Building Codes and Standards tftl2ml Building Codes and Slartdarfs W m1 Building Codes and Standards tro/2o21 (ItrnvinglOutavyYrg; X configuration) 7 g: Therow-Tru Fiber.Cle"b and Smooth -Star Nominal B&a38;0 llquotNon-4mpactdquot; Opaque 1201111'1022 Composite Edge Fiberglass Single Door r4th No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 3idelke(s) (Inaarp/Outomng, XO, OX or OXO .. . W }. .Y .:. .: •t -c c n :, ,,. ,,•. x i•, r.:.n ., 12 ,.. .r .. 3 +J:-.. , r:. f;"u.. h. r e ° ?� „ p.i I.i �,..�).. �:f�3l'•._c�M1'•.. - � �: L:, r m , .. yY.., ,....r .. :... mom � ��MrydEkth n r,.,. :" � r � :1 ''. ^�{• r, r „ : 1�., .) 4k "4 10-'�'qr' '4, � :,• Wit" UfAb A" D ) p- h. r T r n-I Opaque 9 !31 No No N!A B The ors ru Fiber Cteaw and Smooth Ste Nominal 9s#39A uotNo m��,�p.�(cot. O 2 I2072 Yes w"1 Y.,^`^Y PAQ Composite Edge Fiberglass Double Doorr #F ......,}n,V, I .. , , ..0 .. ,, a. r. 5 v- .v.. .. c. f+.'t_ _..�.. �_.m. . . aJ. e_..., ....-,I.' ..one GM ... .., ....,.a ... ... . ,n ..... �. , - ... AI ✓< , , u h� . . a J. n „'I. ., .k.-,. -.;.�-e '�,.d'..^h).- - _. v, Y,_._.._.....s1��. _. imwaL r.,.. .�ji. :. n '`� ... .+��, k ltlfm n - gabe 8. M1 ,. !s H 1 Enlva R. r: _ lM �B � d�M J� �gYMrRO 20 OXXOXX or WnngUatlon9) ilaVersion WOldg[S j SnalrowAUvsx, Y FBCAnorovY Vera BYIdM� l Cooled EnawerA Lkmss Vradhda Validated > RaC Amrod egygggg JYe 1yVersion JaggyJAgpgg, Engineer utilities YarMaetlW Validated SURM FIC Approval AggtRffi9 ataws 9 I. Thelma-Tru Fiber.Cbtsic and Smooth -Star Nominal S9#GQ:86quatNon•Impx*&qua: Glued 12r3112022 No Yee No NIA AfMnetlol 2020 PGT lndusln„ Jtn. R..W* ks.mi-Oed. SCCO- CER AaemFDatle BCCO- VAL 11g512020 11NSJ2020 11/11/2020 ApprOled R"vicn 2020 Ml Wftdows and Doors Brent Stronger Luis A Lome., PE Sleoon M Loch. PE 10)00r2020 toAB/2020 10/122020 12h512020 Approed Alfematbn 2020 POT InduWbs Jan. Ratrurl Wrd-0ade OCCO- CER MIO I Osda III- VAL 11/05=20 110512020 11/11/2020 APprawd Composite Edge Fiberglass Single Door Crsfaery: Wod- (9411486.0100 (786)316-2590 Craggy: Wndws (717)365-3300 PE-62614 (717)317-84ti4 C.110"!Wnduws (941)488!C100 (780)315-2590 (ImwlniaCulswkp; X configuration) subCwagcry: Fnad IrosevskigJpgdnduaulesd Subcategory: louiont ndptht7er@miwd,com subcategory: hMllms Ir09o"Ideponduellles:c 10 J. Thelma-Tru Fiber-Cle9rC and Smooth -Suit Normal S'86quotNon-ImpwMquct: Glazed 12/311`2022 Composite Edge Flberglem Single Door nMth No Yss No N/A dompii n Ndhod: Canrro„on Mark or Losing am Compliance Mtanoct EnNaOon Repo tom a Florida Ragletea4/vdixed ore Licensed FlPrld Conpll.naardbod! CwdiaOw Mink or Listing - *to S idelte(e) (Inwoomig Ouhw(ng; XO, OX or OXO P" da.Redard . , Prde"iond Shill N k Thermt•Tru Fk7er-Classic Smooth•Stelr configurations) Nompost eEdge Bg Glazed 12/3112022 No Yes No NIA cusp$ a(� ImamL � { sae cared 5...,.:w�.-.L.,.. ant ^ - gww auwma AaranLWU„ AmUZU912 U,e � l� and Fiberglass Double Dow Composite Edge Fiberglass Double Dow WMth or Without Welkea(InaWWnglOulewing, XX Or OXXO $t¢$ �: °ds ' Npdd NuMar r Wm. 5 PW-3520.(Lwge Mbsib lmpsd) Corned apardlm 13de In HVHZ VlbI FNM Nod- 00302025 Yes o,Ada. IgvHz J� tweYn. Yss Y„ NIA msliev Asarrm Amre'Ndfar Ute � (Magg1 yaft Its Radom Mods rearDr or Norms 1 WOms for All Doors an d Wlndows Prollum on combat Aluminum me" 0512OM20 � � Y„ Yes Yes NIA 12 I. Thrma-TW Fiber -Classic and Smooth-Ster Wndqura8ona) Nominal11=1;0&quotNon-Impadquot; Glazed 12f3112022 No Yes No NIA aaak 2 Pymua■mr. tr,inerr Wm. 5701 p(�(Y g Veefi"I Aluminum Mulkon 1?A12024 Ill.�tli No $Ills Yes gaaWaW Vts �GW41Ll N/A Composite Edge Fiberglass Single Door (Irwvwinw0utewhg; X owiguratlon) 13 on. Tharma-Tru Fiber"Cl.ada.nd Smooth -Stir Nominal 7&a3Q;0&quotNon-Impedaquat, Glazed 12alyd 22 Composite Edge Fiberglass Single Door vath No Yes No NIA Sidelke(e) (InsvAng'Outewing: XO, OX a OXO configurations) 14 n. Thems•Tru Flbr-CMsele and 6rmooth•S r Nominal S11Y3Q;0&quotNon-Impod&quet Glazed 12/31r2022 No Yes No NIA Composite Edge Fiberglass Single Door (InewhWouMwhag XConfiguration) 15 o. Tharna•Tm Fibr-Clams and Smooth -Sear Normal 81a39:04,ouctinon-ImpaaAqur; Glued 12/312022 No Yes No N/A Composite Edge Flbrglan Single Door with Sidelftoonfige(e) Qnsw(nglOyntWlnp: , OX a oxo Florida Department of Business & Professional Regulation P"'1 dl Florida Department of Business & Professional Regulation Pam 2 d2 Florida Department of Business & Professional Regulation Page 3 d4 18 p. Therms -TN FI6r-CleNb and Smooth -Spar Wnninal Una) Nominal SQ,/s39;0 &quotNorl-ImpaLt6quC[ GIaAtl 17/3112022 Composite Edge Fiberglass Double Door With or No Yes No NIA Building Codes and Standards Iefzo21 Building Codes and Standards 10Nr2021 Building Codas and Standards 3 WB1on Sidelihs (Intawlrp/Outavdng; XX or OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Therms•Tru Fibr•Ckmic and Smcom•8btr Nominal 8&a38;8 &QuotNon-Impaot&quet Opaque 12131= Composite Edge lass Sing to cosh Pool B bog D No Yes No NIA '.,- v •u, n ', 't.• I r ,. ,: f ", . r. ,. ...imam -. transom Inswi twin ' O/X Wnf uratbn ( ng/0ut g, b ) ,;, , „ ,' •... ,.:.,. , "Y e, ', i ..: :, a. :..: t+. ` :1,.+`k , ,! al ... .. r:.,.,.. a ... •.:.. .: a v.... ;. , .. .. „ , ...... . ..:.. ... :.. . • . .. ........ �n1.. :. _ , .x ..... ..:. r.. ., ... 18 ITherma-TruFlber•Claealoand Smmoth-Star Nominal 9ae3PBSquotNon-Impad&gLiot;Opaque 12IS12022 No Yes No NIA .. . :,:. :.: ... .. .....:. ,.. S2111 ., .':_.��hsti�u .' .. _.. Jtl>tAyor N1 .�7Pof,,,.�.�. .::o.,,, ,. r.w�w.., e.,.... ll+e Date Pam Bela :,gam Nam or go an DatePenclm Minfiter or DatePmdm go Compositor Edge Fiberglass Sing IN Door'siM I-M SdiollDICK or and Transom (Itions) Oubrdrp; O/XO. DICK of O/Ox0 Transom 8841%;8&quotNon•Irmpad(lquot Opaque 12/3112022 No Yes No WA Ilya Vr,Im Nswfadum ReMsian 2020 Jam„ Hurdle Building Products. Inc Catagary: Panel Walls gong, End_dd& LIcAmo Validated tr Validated CMtl Dlroke V. Mdrow Tait John 9authtrtl, P.E. 01A)IYt021 fliag) 54 4"A PE-816e2 (352)367-25" > FaC Amrovd A,-s d ant a 12/1/2020 01/082021 ct•9 FBG App: Mtn y4lMdt Rtusion 2020 WAnUfaelurr MOM CaNgory: Panel Wall, g mwbw a ueenseydiddled av mid Nick Than Lyndon F. a9imlQ, P.F Ryan J. Kong, P.E. (330) 922-2386 PE-43406 (813) 767.65M I dig m 02/152021 &mug PIC Aderovd 02M52021 02r=D21 EaMan4 04M3/2021 BiltYa Approved I= XR" simom" prompt., 2020 OAF Crapay: Raising seam 1 3.ug o Yrdtit m Mich pal Sash Report Nominen John W. KnazsMch, PE IWO)70s-3411 PE -Salsa (954) 772.8224 Hill" B FM Amoral Anog ,d adds 12M9/2022 12M72022 12=022 02/07/2023 Approved 19 a Tharma-Tru Floor -Claus and Smooth -Star Nominal Composite Edge Fiberglass Single Dow with "Cattpery: acing chodAkncksQjem„hrd subcdegory: Su8rts nthanpooneawo, Dom ertcrsgory: Asphat shnyes mrien8gar. Wm nj SidalW.) 0... AnglOutavAn9, XO, OX or OXO Compliance *Mho* Evskrason Report tam a e n Compllwre.MeMod: EYdudial Report diem a CompllrNSMeel Evaluation Report from e Continuous Head and Sill WMIgUNtbM) Florida Registered Ardikect we Licensed Florida Florida RegistarodArchBeet or. Uemseil Florida Fields Ragirald Mgiltact ar a Lleensad Florida 20 t Therms•Tru Flber-Clssale and smooth -Sur Nominal 9c0 Skluct;Non-Inpact8quot Opaque 12J3112022 No Yes No WA Prgesslond Engineer professional Engineer professional Engine. Composite Edgen*W Fibergleu Single � -{ .. Marna 9lddke(s) pnAwinyO(AaMrp. XO, PLMM92AOoradudrr sissra sit ,.; '. . FLa1g1Nva3a " Continuous Find and Sill Wnfigureatiorrs) MOL9 Uu Approved for Use 1�0 Ouch. Assosre Amraved for Use AoorowdfrU.e �y,�I ) y g Approval /g tin Aoorowefa use 21 u. Therms-Tru FlIer•Cleulc and Smooth -Star Nominol U#3W,8"Non.imPddt&quot Gloated 12131/2022 No Yes No WA sea Y Product Mode. Numbr a Name CarolExkauwd HZ Product trWrllen CdWrt doaaagn Dale, gLltlQ1L ousel. NkdtZ fteehtact l�vwn edeta IM-0 RD" MOOC limierr Wma Product DesMrlr, Crarad suilrMlmade a, HUNT OWId HVHZ R� Prey j�otlyt Y.aNL Mlmorr Now In HVbZ outside MVKz Socialist Poseurs Composite Edge Fiberglass Single Dow with SIONIWQ QnsWngrOutelMrig; XO, OX or OXO i Conti Lap Siding tbw brh nt top sidog 12031021125 Yes Yes NIA WA 1 a. &quiz 2T6quot: 86a Vent or mid Vloyd ad(* 12/312023 Na Yes NO WA 1 GAF Asphalt Roof Sin that" sr use In FBC non+tnsa Faergass relMaoed 34b, lalentted, 5-tab and I zMems No Yes NIA WA �,, Continuous Head and Sill configurations) 2 H"Vpknk Lop Siding llbereemont Ipp ding 12/310023 Yes Yes NIA WA 2 a &cMdAJlanco T4&qud: 8prd Vent a sold Vnyl ads 12131=3 No Yes No WA jurisdiction, hiprtklpe asphalt shingles 22 v. Thems•Tru Fiber-Clueo and Smooth-ftr Nominal 8&#W:O Aqua; Non-ImpaulSquot Glazed 12/3112022 No Yes No WA 3 a6qual.Grembrler lnMage&eaded&930:Sdffh Vent or Sdid\,W Sent 12131=3 No Yes No NIA � fr Composite Edge Fiberglass Engle Door with 4 d. &quetD5 qud; Sdm vent a Slid Vdye S(ra 12131=3 He Vas NO WA SIdelts(s) Qnsmng70UIRwng; XO, OX Or OXO 5 a. liquatChwlr Dak&queq Want Venda Said Vnyf ado 12131 r2023 No Yes No WA wTheoris Tru FlberClerk: anal Srmooth-Ser Continuous head and 911 configurations) Nominal l8&M8D;8&quot Non•Impaol&quot Opaque 12131/2022 No Yee No WA 8 1. Squd;9uper Spend ot; east Vent or Sdid Very) sons 1 V312023 No Yes No WA L Composite Fie Fiberglass Door Panels vAh Vented �� X SdWfa(A Qovdngr0utawng; M XXX aXXX CQi Thermal23 24 x Therms Fiber-Claeeio and Smooth -Star NNoomiinal8Bd130;0 &quo ;Non•InpaoAquot Opaque 12YJ712022 No Y" No WA Composite Edge Fiberglass Door Pawls Vented C to - V a`' with Sldells(e) QnoWnprOutakvhg; XX XXXw XxxX Q -a t►e C 0. configurations) � Q 29 m y. Thea-7ru Fpr•Clauiosnd Smooth -Star NomIM1S&#39:9&gt*Non-Inped&qua;Givad 12131/2022 No Yale MIA yy C2 CompoOMEdge Flbergless Door PowlevAlh Vented 401 WOWS,) (InsMnglOuo"; )Dl XXX or )OM Florida Department of Business & Professional Regulation Postal dr1 Florida Deportment of Business & Professional Regulation Page 1 d1 Florida Department of Business & Professional Regulation pope+ art Q +sir C14 28 T Therma•Tru Fber•Classic and Smooth -Star configurations) Nominal OU3Q:0aquotNon•Impaat&qua: Glazed 12131/2022 No Yes No NIA BuildingCodes and Standards 10WM21 Bulling Codes and Standards la12D21 Building Codes and Standards IRJ2m1 W ale ZINC df Composlb Edge Fiberg lest Door Pa note wmh Vented E Sdupe(s) QnsvAnghOuldbrlrp; XX Xxxor xxxx Product Approval Applientlon Detail Product Approval Application Detail Product Approval Application Data II Ras 'Q C2 27 Tr R sfc 9 -S r n ihrma U ber�ii and RnoOth tit coMlgurallorol B Non ct uo Glazed 2l3 202Z Nominal 88N� & t 6gmt, mpa q Comcoalte Edge Fiberglass t3in91e Door with 38#30, 0 N ea 3 tO .., ., .. .. a. + "e x' tau. w 6' ,. m ,�: i+ e ;w ., . - ' ':' - ..... .. _.. ..-_... ,. .., ..... _.... _._ .... -.,, .: ... .. , u- n D,' •, ::.. ,. v ,. L .. e,, ur , ,r +,a .r nw :. .. a n, .4r: I: • ' "�' N:. 1b .. .-, .:. , ,.� .. ,.. ... , _ .. ... _ . - ..... - ... n ..,.. . �.a r .l, --if w- Y. -.a+', q. r 3,^„ ,., , v`u ... ,. ,, -•, r �6r,. ':g �.. „.,. : �,: TY •..d 9ldelk.(s) Qnawendoutswirlp: XO. OX or OXO .., .. ,: : 7 i :. . ,, . a r:.' :. ... .... r. .. . ,W..,: .: :. a .:.. .+fr.... .,. v. ...:: ,i.,`�irnr).,H^,� - .. :, ... ... 1 n�°. ... .. . .. . r. connDuallons) 226 antkfOst 61iE 20 Dot,P,,,am kills Sgd! CDUtya mu WA RaLtm" MIZI Q& &dater an an two pmdmm iota 28 zb, Thrma-I'm FIberClasslo and Si *ad Nominal 5511%;$ Squct NondmpaaBquoc Glared 12131120M No Yes No WA Il12a Version llaoajaDYur. Gal= Endn,r&Lfem,. yaddldk Yoked Bllaml W FSC A--,W Apegyed ALUM Ilm ytmw gmlad,- • gauss endarA�i u•--•- yellow" g,� paC Amravr eggryyay ROA MIN Version Manuftstrr ,�gt Owasso a Lists. Isolated at y2�t PAC Approval ADDBWW } 1: ^� :1,UN Compass Edge Fiberglass Double Door With R.W491a, 2020 TAMKO Stilding Produce LLC Kerd Eden Robrl Nkrtlnm Jahn W. KnuR,4ch, PE 1004/2020 OW an= 10JI22020 12N5/202o Approved RVIA&W 2020 L V. ThOmWat, Imc, tics Thompson Architectural Tony (2+tiNioon Zsollary R. Psis Stevan M Mon. PE OW1712020 09/1&2020 09=020 12/16M20 Approved RAmdon 2020 Fledds Metel'Protluds Inc. Clark Jones James L. Butner. P.E. Stein M. Udh, PE 0822712020 09252020 10p4/2020 1 Appppa�e:d O SiddHes(InewinglOutaWtn9; OXKO configuration)sLarCotagory: Calagary: Piccolos (417)S24-8544 PE-59108 f,954)772-e224 Metes Compsly(TAMCO) (613)24a•3454 P674021 (717)317d474 laylegomehoodngcon Callow. Reding (904)783.MO CDUCKlangloss g (717)317A454 darlrgplamoccom P6.31242 sit, C 2g cc. TherrreNTru Fiber•Clesoic and Smooth -Star Nominal 81111 Squa;Non•Impaol&quot Glued 1221/2022 No Yes No N/A undwiaymed, Ca pllente Method: Eveluetlon Report from a� kern eovillsrrem.Wm - Crasoi Floating Reng Ac ANCrogory: Reding Accessories mist resit subCal,grY• Racing Accessories that re No Integral Pan ofms Raoeng System G Compote Edge Fiberglass gin It Dow wth 3S#39,D 9idellbil ()X OXO Fla1dR tiered Afahhact r a UomsedFl Integral Portofino eydsm CompllaPon Method: Edualm Report from e a Thsme•Tru Fiber-Onsic Smooth QnsMng/Outswtng; a W^fiD Utabobe) , Nomnal sllalm:O&quotNon-Impact&qua; Glazed 12131=2 No Yes No NIA Professional Engine. Cemallnice, Method: Eveustcn Repot tom a Flomo Rarot and Archwd rt Licensed Florid. Flodda Registered Ardhnwt a a Licensed Floods Prde„lon ll Encloser pIs. t� 30 A and -Star Composite Edge Fibwglaa Double Door with PL*1232$M PrWUah -'- _ :... : Prds"atna Enginer PlAftsk&nl Products ,. 38939;0 SMel"s (InsWnglOutoWng; OXXO Oscar,tAaM,- ➢aMM) ,... WnflguatlOnJ °� erpdulMo�. NanhraName ARK991dmLuu �t ID.tSYJiL ARX2219ALUM ItgagM BlWlir>< -:. OudavAfrrance Am*Mfor Use Approved for Use tma lattigD 91 ze, Thorme•Tru Flbar•GgaNc mO Sma[h�5tar NIOmM178#SD;O &quotNon-lmpaot&quot She late 1219112022 Swiss Composite Edge Glued Fiberglass Singh NO Yu No MIA 1 TAMKO Rock Underlsynnents(HVHZ) Rodundnaymants for use to f SC HVHZ OOM2023 Yes No NIA WA AMA a tip pllg Algrowdrr IRIJ= Uu evM fa tie. 2UWWLMA am SAA19AUL RM P--- AMA Product rail bath, ar War 3 3- FLAMCO agoYRV 10 Ridge ventaqud; g�,�glpg r.,.+. , ww•rdlmml, Aluminum Ripe Wris W droned rocs Widastl IV312024 Y1 MvMZ j s lon aM10< No Yes No WA Door With a Without 1Sitill Sldettol InNv4n uaW' X, OK XO or OXO configurations)2 ( g/O rig; yn1anM NON-I-IVt_¢ TAMKO Rod Undrte ( ) Junsdodons. Rootunden aymants mix use n FBC non-HVHZ OB/�2023 No Yes N/A WA 1 2 TAMCO FlN Tfp IA Ven9e Vent elm Bta010r, T40 TAMCO GouenedK Verx 26 go. static rW7V"alra wlm baNe Oa'092026 209a. 091gD2020 Yet No Yea Y„ NIA MIA WA W/-525 from CXW Aluminum Predictions. 3 TAMCO Or -Ridge Roo( Vent with belle 20 ga. rand roafvan8gdg with Integrated baffle 08/09r2020 yes Yes NIA WA 4 TAMCO Round Top Off-S kVe Vent with Balls Iw Tile 26 as. static roof vensMor with baffle oafml)" Yes Yes NIA WA Florida Deparanert of Business & Professional Regulation Page 1 di Florida Department of Business & Professional Regulation Peg.1 sta Florists Department of Business & Professional Regulation P.g.1 oil Florida Department of Business and Professional Regulation Building Codas and Stands rchs Wran21 Building Codes and Standards 11712021 Building Codes and Standards 3116023 Building Codes and Standards 3/15/2022 Product Approval Application Detail PI.OdUCt Ap(XOVAI Application Detail Product AppiOV81 AppllcatiGm Dgall Product Approval Application Detail (14d1e .. ..,.: , ., .. •vv ,Y.. v' rr�. ^ yy ,2 .. �� '�e�.l.��+..�y[t4i''w.. w��'u5)4�rm ,:..:- ''..d.1: , rtt. I u o "F s+el.a�?d' ,." \, m..,:.kle u�..., _?�.,, 9._,,. :e .ui?)'.. ,4. ,� ..:.,.. ,!v..cot':SsY�..�r�',.t..col.µ.a�.�1r,<�5...'�:,�..�i,:xhGL.,._»my.r n` :, ': •.•..- !@., Art :,... M., w. y. 1_.,•<r _. gg ,. r 1 ra. ,,...:: .. M ..:... „e '�:..r ,. tM��W1, j .�. ,�., ,,. A ,' .. �,R .... ,. _ , .. .. ,..?yir. .. .9 ,. , ,.: Av .• _.. ... .. :•.� - r•. , ,u�w�,F� (' ,. .. .. .. - ..:?-. .. .. G a^Ta'+14. .�.. ... ,. _.. e: .... n,,. 1- T .,. .. _.. '.C,. .. ,. r.. .�i. Cod 7M ygllgp Revision 2020 Lem neo �' aL Blta QUAS IegCaOLaklJgm7a ri19dd& XWW=d Katrina Jelly Jews L audmr, P.E. Meven M. Urtch. PE 11232020 12ots Data P.nam j7Mt BLOM= IBLA92MUL Agomnd 211u1 11*3*020 llydS2020 dog FBC Appn S,>ait 1!(gs Version ROM.W 2020 RUIfww- tidal posting May or J VelMdtd By Andersoot Rohn IAPNO Uniform Evolu.9ort Gary W. Waller mu y llmleg I IM)2D20 an CA, pe 0dm J FBCAmroyd 1100=20 20 A9)ggxfd 11I05/2020 A" Approved 920 MIS YKM monam m ReMslon 2020 Ca" Protection Prosaic I.I.C. bay or crmttct Kiddy yaal t Tim Robinson YAW Tat Jr.. P.E. John W. KnsarAM. PE am or. mil! Penem ]egg mmam t&limuw FOCAprovr Approved mom 00062D20 09/08/102(1 10MI12M 12/152020 AWO,*d QD FL}f=9^R31 COde101MILM am 20 Qm 211111111 iSWUS category: pooling (501)983-6183 PE-31242 (717)317-8454 Catpery: Raising (801)300.6091 S4lvieas LLO (205)954-0160 Creeary:&hishas (9641601-7545 PE4087 (1 1)772-0224 Tygg Varaion Manufacturer CDMact F.D91[1lZiL$L Validated By 2020 License John W 10126/2020 aSSlltIDl� l'SllSiIOD. 10/22/2020 pN Af2gL97tSd APProved 12115/2020 SubCalprtallZsng Ace„sorlatlaat re sit InteaY Pen aims Rglnn9syat.m compliance Mdh.d: &Wu.tion Report tama kldlsy@IanenW.<om ilubCoCompliagogrdhcdt Tits port hen. canpllarae Method: Evdudion Re RdbinMosonebaN.W m C4rmplishee Mdhed: ealuetbn Reach legit a m'radrv,lon®9oPed.Co Revision POLYOLASS USA Maury,Alpert, Category: Roofing SOS4233133OSmalperbCpolyglass.com Robert Nieminen Knezevich, PE ORRI Xd RorKaRea"(ertoAr4hftmtora LonstdFlorM Product Ellusson &BY .I. Florida Rogid r.dAueheed or a Licensed FWkb Professional Engineer Subcategory: Underlayments Compliance Method: PE-59168 (954) 772.6224 11/0112020 Professional Engineer FL H72U4W Processes ' . Us* ite. FLNUMnIL-rB AMA JRnructMopr N,r r°r Wim r2uarty Aarr al Sippiap{,E1MIMg-tW{ Amraved for In MY112 Use Aoergad for Use 2mbidLk= g9QY1 IIesteetMY RL1n5e76•aa f4aaLWf AoarOyld /r Use aga2a tops, RD= IaIMRD 9lMWt.AesaeuEt Approved! for Aeruvodfor Impod pggjgg 16 earen�y• make,ssteCounlryaata.star OldFigllN FletRMI- Denw,CO 1273/r2020 No Tu MIA A AMA 2MMAL2lfMImIM7 tot HVHZ QW*dsti)dli suit t poed- Evaluation Report from aFloridaRegistered AMA Lvaarlradd N mbr ar Now 1 Deck•A)r"DA-4 or TRI•BOR Deck -A, DA-4 J3gyg omtwmn Cand l-DAN m MVKZ Loa Prole, PoiyfxoPyNne Plastic, Rod Vent 12/1ono25 No 209Mu= ttulaant tress- yes No *97.W.97.5 17 Thatch Aamp; in td Saxony NO -&re. Shake tamp;$06 Shake Flat Predt- Section. CA 42/31r2020 W yea NIA N/A 1 20 Gage Gelventzcl Biel Mom Pond./HVH2 Corrugated Galmlzod Steel Storm Panels retained 12/312023 Yes Yes Y. WA }A Arch tea or a Licensed Florida Professional M„namosly, Assahed to PWood Deck 18 iS 20 Saxony OW -ode, Shahs tamp: 900 Stoke Suony700- Shake, ado&orop: Split Shake S.- T00- Shako. ads hemp: split shah. Fiat Profit - Rialto CA 4261r2020 Flan Prods-91rMon, CA iVM12026 Flat Profile- R1"o, CA 1213 R020 No No No Yes Yes Yee NIA NIA N/A NIA NJA WA 2 24 Gage Galvanized Steel arm Pmrs/NHVH2 a rrat by nooks m Provide twnieaw prdection. Canigeted Oelvmlaod Stele Storm panels retained 12012023 or not by racket to dald humcees Protection No Yea Y„ WA /a � Engineer 27 Tel. Wen. /9omtlon. High Prelle • Kay, Tir I W31=0 No Yes NIA NIA W FLX6291•R81,Products 28 NIl Low Probe - Kay. TX 12/312020 No Y" NIA WA 1101 Product 1Modis, Number "wise Product Description 9901113111 ligairadan Rim Pressure i Polyglass Roof Undetayments Roofing underlayments W21= No Yes WA 4WN-822.5 ICU 1 2 Polyglass Roof Undelaym4mts (HVHZ) Polypass Roof UntlsrlaymLNlts (non-HVHZ) P*gla" roof undrlayments for use In F8012123/2023 Yes HVHZ Nlodladom. P*glass roof undsrlaymants, for use In 121232023 No No Yes WA WA WA +NIA7.8224 O Pac nan-HVHZ Judadletlbna. Florida Department of Business & Professional Regulation Pegg 1 of 1 Florida Department of Business & Professional Regulation Pop I d+ Florida Department of Business & Professional Regulation Pege 1 d1 1 Polyglass Roof UntlefMymrKs (HVHZ) HVHZjearoofonderlsymerts for use In FBC iZR32023 Yes HVHZ Iudaoo Uns.di No WA WA Building Codes and Standards 125022 Building Codes and Standards 11712421 Building Codes and Standards +n12m1 L L 2 Polyglot Roof Undrlaymerls(man-HVHZ) Polyglass roof undorlaymefa's, for useh 12R3/2023 No FBC non -WHIZ jurisdictions. Yes NIA »WAI-822:5 Product Approval Application Detall Product Approval Application Detail Product Approve( Application Detail �••L 1 Polyglass ants Yd Nit (HVHZ) gym P lass roof undarl arts for use in FDO12/231r2023 Yes HVHZ HVHZ nsdKtlae. No WA WA O ' xi .:. ..., ,a` .eon x r- ,y:r. ., r.Y.. .::^^rcq � v 4 Y - - r.S, . 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Rooters, PE 10/312020 1022/202D I msno20 tig62020 Approved }yya VMfIRO alpll�ytr f&Otad iLIgM11a Yd�i.g& YLI�g Ii� gpy(yyay ,yg(y& HVHZ jurisdiasas. Rattbn 2020 All American Shutters end! Gloss Cavell Shutters Mies Barbieri Frank L. Benrsndo, P.E Troy Bishiop, RE. 101282020 1011512020 (561) 712.9882 PE-0046549 (954) S47.0880 mlkehCalamarkanshune 11708/2020 12r15=0 Apprmed 202D Cdopery: Structures Component. atrcatingory: Tessa Piet" (321) 710.3377 (4011681-1917 W..ftQ+Iplhmw.cgn MW.W 2020 ComerclY Concrete Produvelno, Core": Uduaasi Cahpabohm Subcategory: Practise Introduced Real Robs 011lo somusi A Greenberg Jahn Ho/ (at 3) 0".3707 PE-34248 (SIZ 568.53" pr.cedgsior®yehm.com 12ASM20 12n S2020 124111/2020 ding PSG AM, 2 Poly0ass Roof Underlayna" (non+IVHZ) Polyglass rod undrlaymams, for use in 12/2312023 No FBC non-HVHZ Juledictitxs. Yes WA .WAI$225 SuaCatil Storm Panea; ComplianceMailA; Report home ra.com ante uNron Report tones Pradad Evtlueum Entity to a of New Taon Slay MNha: EWluar Repel from lta ore Florida mad Registered Arohltad or a Lksnrgtl Florida Profeaebnel Engineer _.. Floddaltn" o 0 a t Uosnesd Plodo Flodda RegisteredEngineer Prd"ebnsi Engner O OuWW Assurance, Approved falete, Approved farlJ" 'S Delon Ptue1774dSa+edafa. .. L� 2t1BEBLA1aIw" agamx d M Us. 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Version NenufK4urw CgMest Nnamw a ucaws Validated By veldt a Station Fac Aorayd MNP Ws m2tm BU Version as talliS�L, i9�i EDdRsoit Va(dYed By hill" I ) ( j� Ilyg �,y 1 Contact &Uca,c, ValidatedIlkI(i� F ADM4ved al�Yl Reu.ion 2020 tank Ix. C41.9oy: Mrw-1 Component. Eon Widen ICC Evdurdon Swine, LLC ICC Evaluaion SeMee, (952) 9954MS I.I.C. 01A32o23 12r202022 0110312023 Approved Ronson 2020 Wwo rhuusr Craggy: Sbudurd CAmponmts Rah Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. 021022D21 (253) 924.6476 (606) 839.32U 1OA3r2020 D210312021 Approved Amrnett.n 2020 Alpha Aluminum, Inc, Category: Prod Wall, Jost give Luis R. Loris Stevan M. Urkh, PE (407) SDO-2006 PE-82514 (717) 317-6454 11/162020 1/1IS2020 11202020 APpaad Q Subcategory: Tru" Plat„ sooddeionsi.eom (205)599-98H SubCdepary: Engineered Luber Companies Method: E-vaUAtion Report him Rooed.aakNring7.xeyaNe euesr.com altlnummceyaho Z eompllarlse Momod: Evaluation Report from a Prpdur EvtluatlonEasy a Product E"IusbW Entry Compliance Mglsle Clamdlrle Yrha: EVNuetlah Repa1 tom a Florida Regderod Arohneot or a UoeneW Florid coom O.com Z FLa21AT:a'Ig pnaducta ftas5T7at11 RadUele Praesdanel Engineer Amrpv,d fa Stu Amrowd tr kin. boul Realm ILbem• Assurance )J Approved for Use M : . J AMA 1 M16AH8 gB � +s ON, high $venom qu" connector date 12/31/2024 In HVHZ Yes J utold, HVHZ Yes E NIA Pleasure A Anit Prod at YadL Npmpw r Wm. 1 MadN. 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Joe a I"" Said IAyrnrnOaheolr ReOwleon PS."iss (p11) B140a I dPewpn�001leaVPr W'aseie Frodut 1010 B. PrW Ylwtlaw Pops me dnww IWO 20 polaPa2dn Qsb Widoadar Wdww 1( FNArewn Asamod dash T.E. Lunn, PE, LLC 07M40M 07M401320 V7Ja2010 ►pp Wad (nH)a)e•e/a !ao(Aamn AaWdNO Mr We AneMahlIM bad 91d11 tie lledebeYrNe0a1. InmviaL OarYenae6( rrJ_WYlM ►�l±p! 051251a1 lye Ya N. NA N N (n \VA\ U ^\ W � C O O .CD U Z Clio.6-0^ _v O CU V/ O C O O O .�-0 C E O `V O JV CL en CL Q C O_ 'O 'err N � � W g— CCM a~ C—ta C-) N �O m !P4 y. C LL O- 4!p R C= .. to -O N t to 6) O (O Q r+ CV Y N W r C O ,= c) 3 tv 7; y N .0 � . c) a) 4yya N d c E tM o a � c� U O March 6, 2023 SHEEP N0. PA 1.2 Slam dated 12 20 Simpson Strong -Tie Z020 FBC Approved eel Products P r30rY0 p g pp is U v MMFor direct Inks to all 8ST approvals (sled below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), CUCK MERe. FL#2366-R7 22a Product Model. Number or Neme Product Description 1 Tlten Stainless Steel Concrete 8 Masonry Screw (17 N-SS) 1/4" diameter Titan stainless steel masonry screw FL#95WRB fit" Product Model. Number or Name Product Description 1 Sol 0112OBB Outdoor Accents Connector Screw 2 SD9112, SD9212, S010112. SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434. SDCF22512, SDCF22614, SDCF22700. SDCF22858, SOCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858. SDCP22912. Strong -Drive SDCP Timber-CP Screw SDCP221100. SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SOS25200, SDS25212, SDS25300, SOS25312, SDS25412 Strong-Dtive SDS Heavy -Duty Connector Screw SD5255100. SDS25800, SOS25800 8 SDS261126S, SDS25200SS, SDS25212SS, SDS25WOSS. SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DrNeSDWF Floor -to -Floor Screw FILM 0007-RB Age Product Model. Numberor Name Product Description 1 ATR3/8, ATRt/2, ATR5/8, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9.2, ATUD9-3, ATUO14, ATUD14.2 Aluminum Take -Up Device 3 SP3/8-2, BPI/2, SP1/2-3, B135/8-2, BP5/8-3, SP314, BP3/4-3, BPRTUD3.4 Bearing Plates 4 CNW318, CNW1/2, CNWS/8, CNW314, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTU070, CTUD77, CTU087, CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 e N3, N4, N5, N6 Heavy Hex Nuts 7 RTU03. RTUD313, RTUD4, RTUD48, RTUO5, RTUD6, RTUD7, RTUD8 Ratche ing Take -Up Device 8 TUD9, TUO10 Take -Up Device 9 TUW38 Take -Up Washer 1D URS3 3/8" Uplift Rod Run T4down System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Toclown System 13 URS8 314" Uplift Rod Run Toclown System FLft10441-RS ,Qaa x Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HOC1014, HDC10P22 Hold-down 3 HDO8, HHDQ11, HHDO14 Hold-down 4 HOU2. HDU4, HDU5, HOU8, HDUl1 HOU14 Hold-down 5 HPA28, HPA35 S1rap4Wlo purlin anchor 8 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51. PA88 Strap4tyle purlin anchor 10 PA118, PA123. PA128, PA135 Strap -style purlin anchor 11 STHD10, STHD1 ORJ Strap -style hold-down 12 STH014 STHD14RJ Strop -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 121SOrA20 For direct Inks to all SST approvals toted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System aid Mam-Dade County Notice of Acceptance (NOA). CUCK HERE. 21 LB series hangers Top flange hangars available in vwdth of 1-9/18" and heights ranging from 5-3/8" to 15-1/W 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3/18" tie 13.1/8". 23 LE03. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/7 24 MEG5, ME07 series hangers Top flange hangers available in wwdths ranging from 5-114" to 8- 7/8" and heights ranging from 9" to 32-1tZ' 25 MIT somas hangers Top flange hangers available in widths ranging from 1-9118"to 5- 1/8" and heights ranging from 9-114" to 24" 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 3-36' to 7.1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/8" and heights ranging 9.114" to 32". FL#10880-RB aAK9 Product Modal. Number or Norma 1 ABA44, ABA44R, ABA48, ABA46R, ABA88, ABA68R 2 ABU44, ABU44R. ABU46, ABU48R, ABU5.5, ABU54 ABU65, ABU66. ASU66R, ABU86. ABU88R,ABU1010,ABU101OR,ASU1212,ASU1212R 3 ABW44Z, ASW44RZ. ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ASW7-7 4 AC4, AC4R, ACE4, AC6, ACBR, ACES 6 BC4, BC48, BC4R, SC6, BC6R. BC8. BCS2-2/4, BCS2-3/8 6 CB44, C848, C848, C888, C888 7 CBSQ44-SDS2, CBSQ46-SDS2. CBSQ66-SDS2, CBSQ86-SOS2, CBS088-SDS2 8 CC, ECC, I Series 9 CCQ-9DS2.5, ECCQSDS2.5 Series 10 CPT44Z,CPT66Z,CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 UCB44, LC1388 14 LPC4Z,LPCBZ 15 MPG44Z, MPB68Z, MPB88Z 16 PB44, PB44R, PB46, PSW. PB66R 17 PSS44A, PSS48, PBS88 18 PBV6, PBV10 19 PC44.16. PC46-15, PC48.16. PC84.16. PC68-16. EPC44-10, EPC48-18. EPC48-18, EPC64-16, EPC86-16 20 PC4Z. PC4RZ, PC8Z, PCBRZ, PCSZ, PCSRZ. EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z EPC8RZ 21 PPB44-4Z, PPB44-8Z 22 RPBZ FL#10886-R5 '2g" Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH464 GH46-8, GH48-6, GH4a-8, GH4104 GH410-8, GH66-61 GH8&8. GH68-6, GH88- 8, GH610.e, CH81M 4 GLB6A, GL85B, GLB5C, GLBSD, GL87A GL87B, GLB7C, 01-137D 5 GLBT512, GBLT812, GLST518, GBLT616, GLBT520; GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFPl"DS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Boiled column cape with W1 ranging from 3-1/4"to 9-V7 and W2 ranging from 3.518" to 7.1/2" Screwed column caps with WI ranging from 3-1/4" to 9-1/2' and W2 ranging from 35/8" to 7-1/2" Concealed Poet Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Toclovm Universal Foundation Plate Universal Retrofit Foundation Plate • Simpson Strong -Tie 2020 FBC Approved Products updated 12r4WA20 ORM For dtrttt Inks to all SST approvals Isted below, CLICK. HERE. For adtltloneIInform xm regarding Florida'sStatewide Product Approval System and Mam-Dade County Notice or Acceptance (NOA). tuCK HEIgE. FL#10446-RB 3aa Y Product Model. Number or Name Pmdud Description 1 A21. A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APS44R, APVB86, AP866R, APB88, APB88R, APB1010. APB101OR, APVB44, Outdoor Attends Post Bases APVB44R,APVB6lAPVB66R,APVB88,APV888R,APVB1010,APVB101DR 4 APDJT24, APDJT2R-4, APOJT2-S, APDJT2R5, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-6 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 8 APL4, APL6, APT4, APTB, APVL4, APVL8, APJT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4 FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GAt, GA2 Gusset Angles 16 H2A, H2.5T, He, H10A•2, H10S, H14, HGAIC Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 1 Post Cap 22 LS30, LS50, LS70, LS90 Skew\able Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSS26LZ, LSSJ28RZ, LSW28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jaok Hanger 25 LSSRI 81, LSSR21. LSSR2 37, LSSR2.58, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plate* 27 ML23Z, ML24Z, ML282, ML28Z, ML2107 Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLUI311 Face -Mound Hangers 31 RSC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42; RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, DTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FILM 0447-RS Sea 4t Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3; DSC5RSDS3. DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81. HHRC44, HHRC5.2513.25. HHRC5.371312, HHRC68 8 HRC1.81,HRC22 7 tRU26, LRU28. LRU21Q LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4.TBE6 10 TC24;TC26,TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422. THA428, THA422-2, TRA426-2 12 THAI1.81/22, THAl2.06122, THAl2.1122. THA1222, THA1322, THAI3522, THAI422 13 THAL422,TIAAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4.SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Updated 12r90/2020 Sim P Simpson Strong -Tie 2020 FBC Approved p g Products mmFor direct Inks to all SST approvals listed below, For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NON. DUCK HeRE. FL#,0488-RS AKA Product Modai. Number or Norma Product Description 1 BT, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps $ C514, CS16, CS18. CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressionfronsion Strap 8 DSP, SSP, TSP Stud to Plate be 7 Ht, H10A, H2.5A, H3, He, H7Z, H16, H18S, 1-116.2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Toclown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HSTS, HST8 Straight Snaps 12 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twfat Strap 13 HTSQI 8KTZ. HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTA12 LSTAI5,LSTAI8,LSTA2I,LSTA24,LSTA30,LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LT820, LTB40 Bridging 18 1 LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GirderTodown 20 MST27, MST37, MST48, MSTW, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48S3, MSTC6883 Pre -Bent Snaps 24 MSTI26, MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 25 MTSI2. MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 10-12, NCA2xl2-12, NCA2x8-le, NCA200.18, NCA2xl2-16 Bridging 27 RCW13I2,RCW914 Wall Bracing 28 1 RPS22, RPS2B Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Plate To 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, STS236 Straight Straps 34 T820, TB27, TB3C TB36, TB42, T848, TB54, TB56 TB80 Tension Bridging 35 TWS10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W8106, WBIOOC, WB126, WB128C, WB143C Wall Bracing Product Description 1 CSH2.37x5.5, CB142.370.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable: Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5,25-SDS, HGU5.50SDS, HGU5.62SOS, HGU7.04SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU550-SDS, HHGU5.62SDS, HHGU700SDS, HHGU725SDS, Light Siopeable/Skewable U Hanger HHGU9,00-SDS Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.2511 D Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for IJoists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9SOS, HUCQ1.81/11SDS, H000210.2-SDS. HUCO210.3-SDS, HUCQ310- SDS, HU00410-SDS, HUC0412-SDS, HUCQ5.2519-SDS, HUCQ5.25/11SDS, HUCO610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZrJ(M20 For direct Inks to ell SST apprws)s listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-Dads Canty Notice of Acceptance (NOA), CLICK NFRF FLSI 14WRS AW Product Model. Numbar or Name Product Description 1 HHUS210-3, HHUS2104 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210.2-SDS, HUCQ210-3-SDS, HUC0310-SOS Joist Hanger 4 THG82, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THGQ"DS4 5, THGQ42SDS3, THGQH3-SDS4 5, THGQH4-SDS* Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FILM 1473-R5 Sea # Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HlO, HISS. H18-2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALle, HETAL20 Embedded Truss Anchor 6 HGAMI0,HMO Masonry retrofit commectors 7 HHETAI6; HHETA20, HHEfA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girdor Toclown 9 LTA2 Lateral Truss Anchor 10 META12. META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#1149u Anj RS Product Model. Numbar or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 H03B, HD5B, 11078, HOPS Bolted Holdowns 4 HTT4, HTTS, HTT5-3f4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13626-RS Sea # Product Model. Number or Name Product toscriotion 1 SBSBx24,SB718x24,SB1x30 SS Anchor Bob 2 SSTBt6. SSTB20, SSTB24, SSTB28, SST834, SSTB36, SSTBIOL, SST820L, SSTB24L, SSTBAnchor Bolts SSTB28L FL#130n-R4 q x Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, C520, CS22 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI38, MSTI481 MST180, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI40. LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 1 LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUSH3.25, MSUSH3 25 7 LTP5 8 1 LTS18, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224. ST9, ST12. ST18: ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST8236 11 1 MII MTS18 MTS20, MTS30, MTS24C, MTS30C 12 SI91.58, S1B1.81, S/82.06, 5182.37, SfB2.56, S1132.68, S/B3.12, S1B3.56, SIB3.62, SIB4.08, 5184.12, S184.28, SB4.76, S/B5.50 13 SBA2.1218, SJBA2.12/10, S1BA2.12112, SJBA2.12/14, S1BA4.1818, SJBA4.18/10. SBA4.18/12, SBA4.18/14 14 S1H 1 A 15 S/HDBS, SI H08B, S1HD105, Sti-0108, S/HD15S, S/HO15B 18 S/HDU4, S/HDU6, S/HDU9, S/HDUI1 17 SIJCT. S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Ste 43 mil 18 a Pa ( 9 ) Straps 33 mil (20 go) Bridging Connector Lateral Tic Plate Light Twist Straps Straps 54 mil (18 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Jolt Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Fore -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/18" to 3-9116" and heights ranging from 9.1/8" to 23-15f16". Face -mount hangars Face -mount hangers available in widths ranging from 1.5/8" to 7- M" and heights ranging from 6-5/18"to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-314" to 15-3/4 Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; any acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/18 l0 7- 1/2" and heights ranging from 2-7/8" to 19.1/4"- Concealed flange version (HUC) available for all model having width equal to or greater than 2-9116" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals Isted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade Canty Notice of Acceptance (NOA). CI Iru w . 18 SA-BV1.56, S/LBV1.81, S/LBV2,06, S/LBV2.37, S/LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Jolt Hangers SIL 13V3.56, S/LBV3.62, S/LBV4.06. S/LBV4.12, S/LBV4.28, SILBV4.75. S/LBV5.50 19 S/LTT20, S/DTT2Z, 5/HTT14, HTT4, HTT5 Holdowns 20 SIMSTSO, S/MST72 Straps 118 mil (10 ga) 21 SP41SP8 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 T8022 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL213904-RS ,&l" Product Model. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.82-90SHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.62-SDSG. CCTQM5.50-SDSG, CCCONn 82SDSG. CCCQM4.82-SDSG, CCCQM5.50-SDSG 2 E-CCLQM3,62G4(T, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3,62G-KT, ECCLRQMD4.620- KT, ECCLRQM05.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26.2, LGUM2O.3, LGUM284, LGUM28.2. LGUM28.3, LGUM28.4, LGUM210.2. LGUM210-3, LGUM210-4, LGUM46; LGUM48, LGUM410 5 MBHA3.12/9.25, MSHA3.12/11.26, MBHA3.56/7.25, MBHA3 56/9.25, MSHA3.56/11.25, MBHA3.56/11 88. MBHA3.56114, MBHA3.56/16, MSHA3.56l18, MBHA5.50/725, MBHA5.50r9.25, MBHA5.50/11.25, MBHA5.50111.88. MBHA5 50/14, MBHA5 50/16, MBHA5.50/18 6 MSHU3.58/9.25, MSHU3.56/11.25, MBHU3.58/11.88, MBHU3.56/14, MBHU3.58M6, MSHU358118, MBHU5.60/8.25, MSHU5.50111.25, MBHU5.601111 88, MBHU5.50/14, MBHU5.50116, MBHU5.50/18 FL#13976-RB Sea 9 Product Model. Number or Name 1 SDW22300, SOW22338, SOW22438, SOW22468, SDW22600, SDW22eOO, SOW22638, SDW22634 2 SDWC15450, SDWC1S600 3 SDWHID300DR SDWH19400DB, SDWHIPBOODB, SDWH19800DB, SDWH101000DB 4 SDWH27400G, SOWH278000, SDWH278000, SOWH271000G, SDWH271200G 5 SDWS16212, SDWS76300, SDWS16312, SOWS16400 6 SOWS19600, SOWS1971Z SDhS22400,SDWS225O0.SOWS225l2, SDWS22500. SDWS22800, SOVVS22900, SDWS221000. SDWS221100, SDWS221200, SOWS221500 7 SOWS2230OD8. SDWS2240ODB_ SDWS2250OD0, SDWS22600DB, 8DWS2280ODB, SDVVM1000DB 8 SDWS22312DBB,SDVVS22512DBB 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS278DOSS, SDWS27800SS, SDWS271000SS, SOWS27120OSS 10 SDVVVI3400 11 STN22 FL#1SW3-R3 $ffi Product Model. Number or Name 1 AS 18, AS 1855, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP FILM 5730-114 W Product Modal. Number or Name 1 ET -HP 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, OOPS, GW-50, GW-75, OW-100, GTH 3 POPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, hINWP, PINWP-W, PDPAWL, POPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Intenor Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strang -Drive SOWS TIMBER SS Screw Strong -Drive SOWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Produpt Description Adhesive Anchor for concrete Ge"cituated fasteners and assemblies Powder -actuated fasteners; threaded studs, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products updated 1250l2020 MMFor direct Inks to all SST approvals listed below. CLICN HERE For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade Canty Notice or Acceptance (NOA). CUCK H[R!. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- 9/16" and heights ranging from 4.5116" to 11" Concealed flange version (H USC) available for models having width equal to or greater than 3-91'16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 5/8" and heights ranging from 9-1 /4" to 16' 13 LGU3.25-SDS, LGU3 63-SDS, LGU5.25-SDS Face -mount hangers 14 1 LU26. LU28, LU210 Face -mount hangers 15 LUC28Z, LU021 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10-15/16' 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU6.e2-SOS, MGU7.00-50S Face -mount hangers 18 MIU sense hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 1/8" and heights ranging from 6-15/16"lo 19-1/2'. 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I- 9H 8" to 3-9118" and heights ranging from 3-1/1 &' tic 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is oonosabd, 21 U series hangers Face -mount hangers available in widths ranging from 1-SM6" to 6" and heights ranging from 2.5/8"to 11.1/4" FL#I t1587-R6 fi.tLfi Product Model, Number or Mama Pm"92uwlg lien 1 BA series hangers Top flange hangers available In widths ranging from I -Pile" to 7- 118" and heights ranging from 7-118" to 30', 2 DGBF series hangers Top flange hangers available in widths ranging from 3-618" to 7- 1/8" and heights ranging from 9.1 /4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- 5B" and heights ranging from 7-114" to 241. 4 DGHF somas hangers, Top flange hangers available in widths ranging from 1-3hV to 3- 518" and heights ranging from 9-1/4" to 24' 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 7/8" and heights ranging from 11"b 32-1/7'. 6 E•GQ series hangers Top flange hangers available in widths ranging from 3-518" t0 7- 1/4" and heights ranging from 11-1f4" to 32'. 7 GLS aeries hangers Saddle hangers available in widths ranging from 3.114" to 6.719' and heights ranging from 8-1/2" to 29". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 37'. 9 HB series hangers Top flange hangers available In widths ranging from 1-9/16" to 7- 1/2' and heights ranging from 8" to 30r' 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" and heights ranging from 10-1 Zito 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3.1/4" to 8- 7/8" and heights ranging from 7.112'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.1/4" to 7- 1/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/18" to 3- 9/18" and heights ranging from lW to 26' 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3.1 /8" to 3-9/18" and heights ranging from 5-3M" to 13-118" 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3-7116" to 1Y' Concealed flange version (H UCTF) available for all model, having width equal to or greater than 2-9/le". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/8" and heights ranging from 5-3/8" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/1 S" to 7- 1/2" and heights ranging from 5-316" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1.9118" to 3- 518" and heights ranging from 9-11W to 18". 19 JS series hangers Top flange hangers available in width of 1.Qtl8" and heights ranging from 5.3/8" to 7.14' 20 JBA series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 9-3116" to 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated 1250l2020 For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's artlewide Pro kict Approval System and Mam-lade Canty Notice of Acceptance (NOA), cuGK HERE. 5 SET-XP Adhesive Anohorfor concrete 8 Shang -Bolt 2 (STS2, STB2.4SS, ST'82.8SS) Strong -Bch 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Tlten HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Then HO Heavy Duty ScrewAnchorfor concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Tden HO Threaded Rod Hangar (THDB25168RH, THDB37158RH, TH037212RH. Titian HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RB Ang Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST82) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HBSS, THD-CSBSS) 7 Titan Turbo (TNT) FL#161I37-RS AW Product Model. Number or Name 1X3491018.5K,X1S1016,X181018.4K,XQ1S1010,XQIB1018-4K 2 XL0114T1224,XLQll4B1224.2K 3 XMCI 1 14SI 224, XM0114BI224-21K 4 X01 I 4S1 224, XQl l4B1224-2,5K X114S1224.XQlI2SI224,X011281224-2K 5 XU34S1010.XU34BI016-5K FL#35320-Ro §g Product Model. Number or Name 1 DSSCB43.5, DSSCS46, OSSC648, OSHS 2 FCB43.5. FCB45.5. FCB47.5, FCB49.5, FCB411 5 3 FPHSD34SlClO,FPHSD348101*,FPHSD34B1018-5K,FPHSD34S1214, FPHSD34B1214, FPHSD34B1214-5K 4 11 LSFC4.25, LSFC6.25, SFC2.25, SFC4 25, SFC8.25 6 LSSC4.25, LSSC6.25, SSC2.26, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8.25KW 6 RCKW3,RCKW5.5,RCKW75.RCKW3S:RCKW6.58 7 SCB43.5, SC645.5, 90847:5, SCS49.5, SCB411.5, MSC843 5, MSC947 5 8 SCS32-,%7, SCS62-5/97, SCS62-51118, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25. SJC10.25, MSJC8.25, MSJCIO.25 11 SSB3 518 12 XLSH3481414,XLSH7861414 13 XQIS1018, X0181018-4K, X01S1214, X0181214-3.SK, X078S1224, X078SI224-3K, X01I4S1224, Ml I4B1224-2.SK, X0112S1224, XQ11261224-2K, )(3461016-5K, XIS1018, X181018.4K, X1S1214, X1S1214.3 5K Product Dissertation AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Dbsdnption 010-18 Strong -Drive X Metal Sag -Drilling, Tapping Screws with #3 Drill Point 412.24 Strong -Drive XL Large -Head Metal Set -Drilling, Tapping Scam with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex *12-24 Strong -Drive X Metal SeM-Drilling, Tapping Screws with #6 Drill Point #10-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Foxed -Clip Connector #10.18 and #12-14 Strong -Drive FPHSD Framing4o.CFS Set. Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-1& 412.14. and #12-24 Strong -Drive X Metal Set -Drilling, Tapping Screws -1-0 N 0 Cn N j O U 0 a 0 _0 O c .- ca V -0 C N ICU 0 (t3Cn CO 0 O O � 3 LL_ O 0 CU .0 & U) 0_.0 Q r,A W J cwil, CV O N 0 00 as • c o t a CLa i� r= e-a noca Q N mac c LA_ a. CC o w_ fV t ry o CC r+ lV - cep W E c a cow ; r1d 3 m d � u d d c i= �•=� N fS c E ep o a u 0 E z �W V CIO L� 0 CL � U O L L) ICU W CL 0 Clio W a Z Z Q J 11 SHEET NO. PA 1.3 Iq MIAM!30AM[DADECOUNW 1em PRODUCTCONTROLSECTWN 11305 SW 26 stteec Room 209 DEPARTMENT OF REGIII.ATORXA"ECONOAKC RESOURCES WR) mt s Plo" 33175 .•l74 BOARD AND CODE ADMMUSTRATION DIMAM T (7W 315-2590 F C7W 315-2549 NOTICE OF ACCEPTANCE (NOA) �*��+��'r •F PGT Industries, Inc. 1070 TechnoloLv Drive, North Venice. FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructionmaterials. The documentation submitted has been reviewed and accepted by Miami Dade CountyRER -Product Control Section to be used m Nfram Dade Cvumty and other areas where allQwed by the Authottity Hm-mg Jurisdict= (AM. This NOA shall not be valid after the expiration date stated below_ The Miami -Dade County Product Control Secion. (In Miami Dade County) and 'orthe AIU (in arms o1herthanMiami Dade County) reserve the right to have this product or material tested for quality awmance putposes. If this product or material fails to perform in the a ccepted manner. the mauaftchm will incur the expense of such testing and the AHJ may immediately rev oke, me dify. or suspend the use of such product ar material within their jurisdiction. RER reserves the tight to revoke this acceptance. if it is determmed byMiami-Dade County Product Control Section drat this product or material fails to meet the requirements of the applicable building code. This product is approved as describedhesein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESC'R3PTIOti: Series -_9A. 7&2770" Vinyl Striding Gla ss Door (Reinforced) wlwo 900 & 1350 cornet's-L:M.I. APPRo .kLDoctwENT: DrawingNo.13D-5570.0 RevB. tatted "Vinyl SlidingGlassDoor NOA (Ll4t)" sheet 1 through 21 of21, prepared by manufacturer, dated 10r05.45 and last revised on 02i01,'21, signed and sealed by A. Lynn Miller, P.E.. bearing the Miami -Dade CohnhtyProdwt Control Revision stamp with the Notice of Acceptance number and expiration date by the Mu= -Dade Catmry Product Couttol SecWzL 1IISSILX itldP ACT RATING: Large and Small1fissile Impact Resistant Limitations: 1. See table i (sheet 2) and table 2 (sheet D for applicable SGD unit sizes, desip pressures, reinforcementstypes. glass types, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 duu 16. 2. Rigid White PVC. Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white .Rigid PVC to be labeled per referenced NOA'srequirements_ 3 . Egress operable doors must comply with min clear width or height per FBC requitement as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official LABELING : Each unit shall bear a permanent label with the manafacturees name or logo. city. state and series and following statement: "Miami -Dade County Product Contiral Approved noted herein R NEWAL of this NOA shall be considered after a renewal application, has been filed and there has beenno change in the applicable building codenegatively affecting the performance of this product_ TER W ATION of this NOA will oc cur after the expiration date or if there has been a re ns im or change in the materials, use, andtor ma,nifarture ofthe product or process. Misuse of this NOA as an eudotsemem of any product, for sales, advertising or any otterpurposes shall automatic ally terminate this NOA. Failure to compiywith any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISE31tfE_1'T: The NOAaumber preceded by the words Ivsiami-Dade County Florida, and followed by the expiration date maybe displayed in advertising literature_ If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shalt be prodded to the user by the manufactumr or its disufttors and shall be available for inspection at the)ob site at the request of the Building Official. This NOA revises & renews NOA 420-0429.05 and consists of this page 1 and evidence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document nwationed ah(y-e- The submitted documentation was reviewed by Ishaq L Clmnda, PE. NOA No. 21-0205V CO Expiration Dates April 14,1026 S 1 Approval Dtt*.-March 25, 2021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB-MIITTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. titled Vinyl Sliding Glass Door NOA (LW. sheets 1 through 21 of 21, prepared by manufacturer. dated 10,05115 and last revised on 04,22,220, signed and sealed by A_ Lynn Miller, PE. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile IrWKt Test per FBC_ TAS 201-94 5) Cyclic Wind Piwmn Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below* and tested to qualify Dowsfi 791 and Dowsil 993 silicones, prepared by Fenestration Testing Laboratory, Inc_. Test Reports No. FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09103/ 14 FTL-20-2107.1, PGT SGD780 Alum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Akan Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Alin Fixed Window (unit 10 in proposal) dated 0733ty0. all signed and sealed by Idalmis Ortega. P.E. C. CALC LTLATION S 1. Anchor verification calculations and structural analysis. col>piying with FBC" 76 Edition (2020). dated 04r2220, prepared by manufacturer_ signed and sealed by AnthonyLynnMiller, P_E_ 2. Glazing complies with ASTM E IMO-04.-09. -12 and -16. D. QUALITY ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. SIATERLAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuuraray America, Inc. for their "Trosifolt Ult•aclear, Clear, and Color PNB Glass Interlarers', expiring on 071%24. 2. Notice of Acceptance No.17-0803.02 issued to Kurara r America, Inc. for their "SetltryGlast (Clear and Al71fte) Gass InOrlaf ers", cxpiting on 07f0 -3. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Lir>mnted for their "Brown Coated (Painted or Laminated) Amite Rigid PVC Exterior Extrusions for Windows and Doors"_ expaing on 0930e24. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series -N'E 1000 Tan 202 and lighter shades {Von-Pl'hite) Rigid Cellular PVC Exterior Extrusions for Mbdows and Doors". expiring on 11129f21. % �arjt, bhsq L Chaada, P.E. Product Control Unit Supervisor NQ_A! No. 21-8209.03 Expiration Dam. April 14, 2026 Approval Date: I4iareh 25, 1021 E -t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EATDENCE SUB.WrTED 1. Evidence submitted under previous NOA A. DRAWLNGS 1_ Mamifacturer s die drawings and sections. (Stibmi4ed tinder Nd d Vo.11-0107 04) ?. Drawing No. M D-5570.0, titled "Vinyl Sliding Glass Door NOA (L.M) ', sheets 1 through 21 of 211, prepared by manufacturer, dated 10/05i15, with revision A dated 0410517, signed and sealed by A. Lynn Miller, RE. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC_ TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab, Inc:, Test Report No_ FTL 8717, dated 1107115. signed and sealed by Idahuis Ortega, P. E_ (Test report revised on 0215il6 and 02,24116) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test: per FBC, TAS 202-94 along with marked -up drawings and installation diagram ofvmyl sliding glass door, pmp2red by Fenegration Testing Lab. Inc., Test Report No. FIL 8546, dated 11r066215_ signed and sealed by Idahrlis Ortega, P_ E. (rest report revised on OL04116 and Q111t2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Stifle Air Pressure Teri_ per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Imps Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up draww ings and installation diagram of v myl sliding glass door. prepared by FenestMion Testing Lab,, Inc., Test Report No. FTL 8547, dated 5,signed and sealed by Idakm is Ortega, P. E. ('rest report revised on 02115116) 4. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 24294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Mmile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Press -ire Loading per FBC, TAS 203-94 6) Forced. Entry Test: per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab_ Inc., Test Report No. FTL 8548. dated 1104.45, signed and sealed by Idahmmis Ortega, P. E_ (Test report reprised on 011'04.16 and 02111? 16). -r hhaq L Chanda, PE. Product Control Zait Supervisor NOA No. 21-020€.03 Expiration Dale: Aprilla,2026 Approval Date: March 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. 31ATER14L CERTIFICATIONS (continue) 5. Quanex Part Sumer Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-inf hr.-#t2 T, ASTM F 1249 "' ''VTR Pass. ASTM D3985 Oxygen -Pass, ASW E 2190 I.G.. Durability No Fog -Pass. (Subutilted under pretiou s A'0 .Vo. I M409. 05) 6, Quanex Part Dulaseal con hying with ASTM C518 11mul Conductivity 2.2-2 BTU -in.,' lrr_ ft;-T. ASTM F 1249 UrVTR Pass. ASIM D 1434 Argon Peewee -Pass, ASTM E 2189 I.G. DurabiiityNo Fog, ASTM E 546 Dew Pomt Developoxmt -20°F in 48 hrs. (Sttbtti fitted under NO.4 R o.15-0469.051. 7. Vision Extrusions_ Ltd. Parts com pt.fW with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Subwhied under X0.4 No. 1 5- 0409, #5) S. Vision Extrusions- Ltd. Parts complying with PVC-AAh'L4 303-13. (Subm #ted under :N'0 -i No. 15-04669. 05) 9. PVC-AAMA 303-13. Vohmntmy Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exterior Profile Certification Progranm_ 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02.04,fi21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Sohition, USA, Inc, for their series 117hite Rigid PVC Exterior Extrusions for Windows and Dooms expiring on 02,n29 23_ 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated i1I&e Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04r161.25. F. STATE 1ENTS 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04222.20, issued by nlatmafacturer, signed and sealed by Anthony Lynn Miller, P_E, 2. Statement letter of no financial interest and of independent, issued by mare ufacturer_ dated 04/18120, signed and sealed by Anthony Lynn Millet, P.E. 3. Private Labeling Agreement document between PGT. dated 03,30115 and signed by all involved parties G. OTHERS 1. This NOA revises NOA# 17-0420,06 (PVTw.1CGI) and updates to FBC2020 ('7*Edition)r expiring 0+21,21- 2. RER Test proposals #19-1155 dated 01110:20 approved by Ishaq L Chanda, Par. expiring 04114t?l. E -5 i Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0206:03 Expiration Date: ?April14,2026 App royal Dates Rrarch 202I NOTICE OF ACC EPTA-NCE: E37IDENC E SUBM[rTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presswe Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along with marked -up drawings and installation diagram of vinyl ceding glass door- prepared by Fenestration Testing Lab_ Inc., Test Report No. FTL W549. dated 1 l;'06115, signed and sealed by Idalmmis Ortega, P. E. (Test report revised on 12104/15 and 02/1 V16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Ale Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 20294. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pie Loading per FBC, TAS 203-94 along with marked up &awings and instalhtion diagram of vinyl shdmg glass door, prepared by F ion Testing Lab, Inc., Test Report No. FTL 8552, dated IZiO4r75. signed and sealed by Id.almis Ortega, P. E_ (Test report revised on 0245,2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wmd Pressure Loading per FBC. TAS 203-94 along with maticedup drawings and installation diagram of -,wvl sliding glass door, prepared by Fenestration. Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated Ili 19..40, signed and sealed by Jorge A. Causo. P. E. (Submtkied tinder NOA 1'4ra.11- 010 Oat 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along withmarkedup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc_, Test Report No_ FTL 6337 (samples A-1 thru A-5), dated 12.40&10, signed and sealed by Jorge A_ Causo, P. E_ (Submitted under NOA 1To.11- 010i 09) C. CALCULATIONS 1 _ Anchor- veiification calculates and structural analysis, complying with FBC-2014, prepared by PGT, dated 1109115and last revised on 0115t16- signed and sealed by AndwnyL Miler, P.E. (Submitted under:YQ.-1No. 151210.01). 2., Glazing complies with ASTMS-1300-09_ 1*2qI. Chanda„ P.E. Product Control Unit Super%isor NOA No. 21-0:05.03 Expiration Date: April 14, 2026 .Approval Date: March 23, 2021 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDE.NC.'E SLBMiTTED 3. New Evidence Submitted A. DRAVINGS 1. Drawing No. 3ID-5570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (LM)", sheds 1 throlugh 21 of 21. prepared by manufacturer, dated 10)105,15 and last rmised on 0101,2 L signed and sealed by A. Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None_ C. C ALCITLATIONS 1_ None. D. Q1L4L174 A.SSUILLNCE 1. Mtanmi Dade Department of Regulatory and Economic Resources OtER). E. IL-ITERIAL CERTIFICATIONS I_ Notice of Acceptance No.19-0305.02 issued toKuraray America, Inc. for their "Trosrfolt lntraclear, Clear, and Color PNB Glass Interlavels ', expiring on 07108i24_ 2. Notice of Acceptance No.17-0808.02 issued to Kuraray- America, Inc. for their "SentrFGlast, (Clear and W1Lite) Glass Interiarer"_ expiring on 0vIU23. 3_ Notice- of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for W, indows and Doors", expiring on 0913011-4. 4_ Notice- of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "•VE 1000 Tan 202 and lighter shades ffon-337litte) Rigid Cellular PVC Exterior Extrusions for Windows and Doors-- expiring on 12121W21. F. STAMIIE TS 1_ Statement letter of conformance to FBC 7® Edition (2020), dated 02,01:21, issued by manufacturer. signed and sealed by Anthony Lynn Miller. P-E. 2. Private Labeling Agreement dated 03108.fi21 between PGT Industries. Inc. and CGI Windows and Doors Inc.. signed by Dean M. Roark, P.E., V.P. Engineering. on behalf of both companies. G. OTHERS L This NOA revises & renews NOA# 20-0429.05 (PLA WCGI), expiring 0414r26. 2. The current associated PLA CGI file #21-0205.01, expiring 041'14,26. Ishaq L Chaada, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14„2016 Approval Date: March I.S. 2021 E -6 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVMENCE SUBIUTTED D. QUALITY ASSURANCE I. Miauli Dade Department of Regulatory and Economic Ries (RER)_ E. KALTERIAL CERTIFICATIONS 1. Notice of Acceptance No. I_5-0528.14 issued to Vision Extrusion Limited for their '111die Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/I 3/15. expiring on 0930119. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their -` E 1000 Tan 202 and lighter Shades (Non-N%'hite) Rigid PVC Exterior Extrusions for Windows and Door", dated 1108116. expiring on 12029,21. 3. Notice of Acceptance No_ 1_-"528.15 issued to Vision Extrusion Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Door". dated 09113/15. expiring on 0913039_ 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Eumsions for Windows and Doors" dated 09115116, expiring on 020C21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior Extrusions for Windows and Doors" dated 0945116, expiring on 04116120. 6_ Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their `White Rigid PVC Exterior Eu sions for Windows and Doors" dated 08110,117, expiring on 012811 & 7. Test reports No(s). 10-W--792(A), 10-O&MO527. 535753-09. per ASTME-84. ASTN D 1929 and AST D-635. issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under X09 :1Vo.11-0107. 04) 8. Notice of Acceptance No.14-0916.11 issued to Kinara_y America.. Inc. for their "Sen n-yGlast (Clear and P,Ih4i ) Interlayer". expiring on 07204118. 9_ Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc_ for their -Trosifelt Ultraeirar. Clear and Colter PNB Interlay-ers", expiring on 07 O&I9.. F. STATEX ENTS i. Statement letter ofconfoanrance withFBC-5nEditiou (2014) and FBC-66Edition (2017y issued by manufacturer, dated ft•14117, signed & sealed by Lynn Miller, PX_ 2. Statement letter of no financial interest. dated 04d18r 17, issued by manufacturer, signed & sealed by Lynn Miller: P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER. Test Proposal No. 17-0387. dated 05,05117, signed by Ishaq Cimanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series '`557012770" Vinyl Sliding Glass Door (Reinforced) - L.M.I.". expiring on 04/14, 21. 1-3 fi Ishaq L Chaada, P.E. Product Control gait Supervisor NOA No. 21-020.9.03 Expiration Dare: April 14, 2026 .•Approval Date: h1areh 26S, 2021 .•--• tv tv L -Cu (D U N 0= Q O 2 .� U � to CD 'v O (U tJ) N C 0 O = LL .n -0 E O C:)- L H � -0 C - U) t� <C Q Z W J N N -. IS co o m sr- d N m x Cl- <O O w a 4n 4 r N Y W a'-. E r c o, � u = a 3 � d d� N d� C R p d v t O v.. SHEET N0. PA 1.4 March 6, 2023 CU (D U � MIAMI•DADE MIAMI-DADE COUNTY PRODUCT N 2 Q O L CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1)0' Cd -0 �•' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •— NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 (D-0 `0 _0 0 20 -L N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 �- C = O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of LO O CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " CU O > "0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by „ „ LT4612, titled Cast -Crete 4 , 6 & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", .sheets I through 3 of 3, last revision dated 06112114, all • — E O 0 L 0 L This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated Apri128, 2003 both through 3 of 3, prepared by Craig Parrino, P. dated March 24, 2003., last prepared, signed and sealed by Craig Parrino, P. on 08/19/14. Cl) -CU d 0 � Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. on dated �O Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, B. TESTS .0 —' (AHJ). AHJ . ) 1. Test report on flexural testing on 4 ", 6 "' & 12 " Precast Concrete Lintels Filled and B. TESTS I. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through /4.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS dsea ed b prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE D 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b CraigParrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared y g 2002. 1. Letter om Cast -Crete Corporation, dated February03, 2012, signed and sealed � p g Parrino, P.E., certifying compliance with the Florida BuildingCode, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete ali stem Manual or Prestressed Products dated 2002. � ty �' f by Craig Parrino, P. certifying compliance with the Florida Building Code, 201 D revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled . . 1None B. TESTS County logo. "Cast-Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March lI, 2008. BTESTS B. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no 1None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).mi product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- o shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 2 This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and ao E-5 as well as approval document mentioned above, elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. s 'w�I elmy A. Makar, P.E., M.S. _ Cl-m 9 M K The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pr u ' Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor a N LL_ a NOA No. 20-0630.15 C'APOu�/7 N' Expiration Date: 09/1112023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 �, 4 r N x og�2o l2e 2 o Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 3:� s Pagel E-1 E-2 E-3 o L a `, L � T C E <C O CL L1 O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. I_ LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last ♦,., revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS Q 1. None. L C. CALCULATIONS 0) 1. None. D. QUALITY ASSURANCE U 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. Q E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O co w � e my A. Makar, P.E., M.S. Cl Helmy A. Makar, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 0&70/2020 --1 11 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 1. I I I I - I I--- _ - I 1 1 LI ECQ INC. TILLIT TESTING & ENGINEERING COMPANY WAT TRR A. TTLI1T, JR., P.E tdteC0OjSA DL,VM PL rB. U—N. •41A7 n C.A Li-nne MI 10067 T9 PROD_4�GT EVALUATION REPQRT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEG ORY: Shutters PRODUCT SUES -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProteGdon Products LLC. 4800 S.W. 51 Street Davie, Florida33314 1, PURPOSE -OF (VALUATION; This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Flor•Ida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the FloridH Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Pmduct Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2-EVIDENCE SUBMITTED: 2,L_PRQDUCT EVALUATION DOCUMENT (P,E.D.J. Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 li 26 of 26 prepared by Tilteco. Inc.; signed and scaled by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part q�IN5 Evaluation Report. "N",. A. T/4. .4w,' "- s, r �-- L\CEN,pF•'•.vpy- 4 :�P-'� f _ No. 44167 fr C 111. FS.. ID ��,g-; a 6355 N.W. '36th Street, Suite 3(15, Miami, Florida 33166 - Phone: (305) 871-I530 - P'Q/, iiHjI $9�,(8�1 ANIO,ITWN PRODUCT EVALUATION REP010'NO 20-0723.01 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996, #9li dated 09/20/1996. all three signed and scaled by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No 0219-01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P E. and Henry Hattem, P.E. Tensile lest report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13.. 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING GALCABATLQ T, On 20 Gage Galvanized Steel Storrs 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, dated 11103/00 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E, 3 MISSILE IMPACT RESISTANT Large missile Impact under section 1629 of the Florida Building Code, as per TAS 201 Protocol. 4--. WIND LOADS RESISTANCE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION_ Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 10, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20-176. 1 0Q Ii;P.. A1..../I " s*.. \,\CENSF'.9 -� -4' rah. 44167 S __V / / �'• STATE OF :;yr 1 -,pfF FLORID ,rrySS16 A1, LE/�E,N1SN I--- --------. - -- ------ - - ---- (.y] FRALL Ni 93) IN CASE THAI PRECAST 51RNf. DR PRECAST CONCRETE PARTS StUCCU OR WOOD I)OAROS BE FWNU ON !ICE INAUD-M-2111-21110ILMNAMIZIR STEEL. MOM FAIL ) W51ING WAIL, ANCHORS SHALL Of LONG ENOUGH TO REAP}•, ilk MAIN STRUCTURE BEHIND SUCH PANELi ' STORN PANEL iHOWN ON THIS PRODUCT (VALIMIMI UOC:UMLNT APED) HAS DEAN VEWP':ED FOR COMPLIANCE N ANCHORAGE SHAI Of AS MENTIONED IN U.1) AND IN 8.2). A(CDRULI WIN nK 2020 (71e EOn10N) OF THC FLORIDA SUR01141 CODE TO 71_WSl7N4_Il i18N, SPLCIF!"WITil7..:.!_ 0.53_MBfa DESIGN "10 LOADS SMALL BC OFFERWNED IS PER SECTION 162011F THE ABUVE MENTIONED GOOF., - I/4.0 TAIPCON ANCHORS, AS M.NUI'ALIORED M I T V/ BUILDER. INC FOR A WNO SPEED AS RCtNIRCO BY i1K JVMSOC710N WHERE THESE SHUTTERS WAI BE INSTALLED µ0 - r11_,0 PANfLMTE 1-ACNE 10 AND PANELMAI[ PLUS µ[HORS. AS MM/U{ACILRED RT t1C0 CUNSTRUC14Ra PfADUIMTS FOR A DRRECTIONAL." FA IDR Nd-085 USING ASCE 7-16 AND SHALL NO] EXUFU IRV MAXIMUM (A -SO) . 1/4"9 LAG SCREWS PER 4D.S. - 7 To's . s 6' UVIING I R 1 ux1 vRr ) t u r, i ! / W(x)0 B - A9 D r< IBNED BY ALL PUN SCREW 0041 A SPECIATY W. UCS .SSVRE RADIOS INDICATED ON SHEETS 119RU 2. 19. 9 A 20 0EA W ORDER TO VERKY THE ADM CONDITION, IAnMAR DESIGN WIND L(NADS DrTERMINMIN10 PER AXE 7-16 C 1) N THREADED PEO0rAnDN1 N10 WE" OF TMCON ANCHORS SHALL BE 1 112' AND 2' FOR ELCO PµCLMATE PLUS OR')BE. FIRST REDUCED TO AS DESIGN WNR LOADS BY MULIIPLYttN. THEM RY 0e N ORDER TO AND PANIUMALF EMALF IF) CCWVARC TOES( W/ WX (ASD) OE414'N PRESSURE RATINGS NDNCATEO ON SHEETS 7 rHRU I;, IA, IS. to. 19 A 70 C 2) MN9N)M TNRMED PENETRATION Of tXG W;R[W', ONTO THE WOOD FRAME UNP STALL BE - 1/2• NO DREADED IN ORDER TO VERIFY 1441 ANLRU S UN THIS PC D AS TrSTEO WERE NUT OVER EIRESSCU, A 33% NCREASE ON ALLOWA9LE PEK'nUil" INTO STUCW 5MA.. BE CONS100ED AS PART OF THE REWIRED NRCADED PfMEI'RAITON STRESS FOR VANU LOADS WAS nDL USED IN THEIR AAULVSIS FASTENM SPAOi TO WOOD RAS BEEN DETERMINED N ACCL ACIAWE MI), N.O S. 2018. C 3) UNMAN EDC4 DISTANCE M U.G WKINS. INTO WOOD SI BE AS INDOCATEO 1h THIS :JRAMNC STORM PANEL'S ADEOUAC'/ FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WRN SECTION 1626 OF C41 MINIMUM P[IQTM1xX1 Of WOOD BUSNTNfi SMALL BC !/6' 1/4' a-20 SCREWS USED $MAT ! I/2' Low;AKIIMUM THE MOVE MENIIONM COOF 0 PER HURRICANE ENGINEERING A TESTING INC REPORTS So-569. 96-570 A 96-Tiro AND FENESTRATION 1ESIWC tAS INC. REPORTS 12032 A 02126 . AS PROTOCOLS TAS -201. TAS-207 AND TAS-203 9"ID STUCCO EXIST .AG I' MINIMUM FOR W415 WN NO STUCCO AS WELL DAAICAIF ZEST LAB Or ROBIN REPORT r92t9.01 -09, AS PER lA5 301, 1A5 I07 AND 793 C•5) N CASE THAI PRECAST STOW. OR FORECAST MNCREIE PANELS. STUCCO OR W000 BOARDS BE FOUND ON THE LXISr1K 03 STANDARDS 2 ALL ALUMINUM EXIRUSIONS TO BE ISMS-% ALLOT AND RMPEW. (UNLESS OTMFFNOTS1 NOTED) SR SHEr. 2 WALL' RAGE SHALL SNBE s LONG WITIN ENOUGH /0 REACH THE MAN STRI.IC7UR( B[MINU SUCH PANELS I A/CHIORAG! S/ULL fK AS NENTIONCO N C.1), C 71 A C a) S ALL ALWINUM SHEET METAL USED Al 1;(MFPES 5NAL1. NAVE 3105-HI4 ALLOY, (0) ANCHORS SMALL BE MSTALLID FOLADMING ALL OF THE TQCYNWMOATIONS ,AND 5PECNMArI N5 nF THE ANCMOA'S MNUfAC'I FIL 1 A ALL STEEL SHEET EFTA PANELS SkALA HAVE STRUCIURAL OIJALMY STEEL. ASTM A-653 GRADA, 50 UNNUM. C-60 a PIINnS ANAY ALSO BE INSTALLED NONIIAX4TALr FOLLOWING INSTALLATIONOflNlS SHOWN ON $tCnON 5 THROUGH IO (SHEETS, GALVANIZED STEEL C[gT;NATWN AI SB S Ire (AMP ROLLED). INROUGH 6) EXCEPT 'HAT HCAICRS (2t A Q) SHALL 140I IK VSF.D 5 ALL SCREWS 10 BE STAWLfST STMlL 304 ON 316 M54 SLMES OR CORROSION REYSTAAT COATED CARBON 57EEL AS PER 9 n S U BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF 1Hf SINUCTAM WHFRF SHU TUR IS 1D BE VON I5 / 5AND I8 W0 Nsi WILD STRENGTH D 90 9I TENSILE STREWN SMML COMPLY W/ FLUNIDA BLXI,DINC CODE ATTACHED TO NKLR[ PROPER ANCMORA,7 THIS PUTTER SHALL CHIN' BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRANC !. )OF 11,4 ORAL$ i 8 BOLTS TO BE OWN A-307 OALVµIZEO STEEL, 09 AID 304 SERIES SIAINIM STEEL, III .M A., MINIMUM YIELD 1 EACH F - THI I STRENGTH. O E REGULAR 5717M1 µEl M LENGTHS OVER 6'-8 TAIIDxAR 17'^4', 45 PER SECTIONS 6. 8. 9 A IQ AND ALIFRNAfWf'S 8W, 9MT TOW I R Y 1 1' - R ANCHORS TO WALL S7UL1. 8L AS FOLLOWS A SE SHEETS 5. 6 • 2 ESP[CLE R , SIPS LAVE A ING PE µG PUOIU HURRICANE MµMW. WS RJCTNG 17MAF DR TENANT TO SECIIPE PANELS MIDI AINILKMIL R(tNFI)RCEMfNR DLRIN(: PERIODS OF HURRICANE MAANING (A) E2J.ft1 $_PAAIff ._ QP&JTE 11 Tif INSTALLATION CONTWII)k IS IC SEAL,/CALU AIL SHUTTER COMPONENT EDGES WAXH REMAIN IN CONTINUOUS OONIACI MTO- I/a`9 UPCON ANCHOR$ AS MµUl ACTUREA 81 t T.M BMDHST, INC (4N, ra.3192 Pr.) THE BULDINU TO PREVENT W AD/RAN INTRUSION. - 1/0 9 . RIB` ULM-$N ANCHgNl, As N ISTRAUJIM) I BY I IMALTPORN INC. (MN. 1.1 4, P CAL.) 12 STORM PANEL ,AMALLATIDN SHAH COMPLY WITH SPECS INDU110) N THIS DRAWING PLUS ANT OUILMNG AND ZONING REGULATIONS ICmAI R )3A' SOLID-$tT ANCHOFG. AS aSrMIBDI(D m All POINT SCREW, BOIt A SPFI:1,11,I'I CO. I (Mtn 1'c_]OQp P6.I.j PROV'1TlAD 8V NF JURISDIC17p/ WHERE PCRYII K APPLIED TO - /14-10 PANELMIE FEMAIE ID A Pµn MAR PLUS ANCHORS, AS MWUFACnflRM BY ELCO GONSTRUCN)h PRODUCTS 13 (a) THIS PRODUCT LVA.OwOl N o WENT (PE D) PREPARED BY NIS ENINEER IS GFI/EMIC AND DOES NOT PROVIUL ,WOFeMIK)N (MIN. r•.-3330 Pr') IOR A SITE SMCRC PNOJ(rT, II. WHERE RK WTr CONINT10NS DEVIATE FROM ME PE.D I - r/R'9 Cr TAP-GRN ANCHORS. AS YµUFACTURED Of TRU-FAST CORPORATION (rt-3600 a. .) At 1MGIIlY [YDEUMFNT O IAKON ANOCIMtS INTO POURED CONCRETE SAALL BE I J/a': Y FOR PµfT M1E FEMALE. Ili) CONTRACTOR TO BE RCSPOR99LE FOR NE SELECTION, PUREIEASE µD INSIKLATOON INCLUONG LIFE SAFETY OF THIS PRODUCT ) O AM) PµKUW PLUS AMC 1 1/4- C UDR CF tAPURED ANCHORS BASED ON THIS PE.D PROVIDED HE/StR. DOES NOT OMATE FROM THE CONDIIVITS OETATLED ON TOGS DOCV4brt C04STNUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIJIV, AI, CALK -IN A IOUD-5E1 ANCIIONS SIVLI IN EMBEDDED 1/8' INTO rK POURED CONCRETE NO LYMEDAENI INTO (c) THIS PRODUCT EVALUATION DOCUMENT WRE BE CONNOCRED INVALID IF MOOV'RD S1UOCO SMALL BE PERMITTED 1/4' 9-20 SCREWS USM SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCO DOST, Alp I' MINIMUM FOR WALLS 1019M NO STUCCO, 4I0 MAY fie IKAGED SCREWS OR AL THREADED SCREWS W/O REAL). Ad) SIR SPE(7FC WOJEC15 $IIALL IN PREPARED BY A FLORIDA REGISTERED ENGINEER OR APCJITTECT VNI WRL BECOME THE BUT MIN WING NAILS ENGINEER Or RECORD (E.O.R ) FOR NNE PROXY AND WHO WILL BE RESPONSIBLE FOR rW PROPER USE OF 111E P.E D. ENGINEER Or RECORD. ACTING AS A OFLEGATED ENOINEDI TO THE A.31 A CASE TIN' PRECAST STOW- PRECAST CONCRETE PANELS, PAVERS, SRX" 01 WOW BOARDS BE •OUNO ON -to Pro ENDOW, SHILL SAJBMR TO TNI5 UI TER THE SITE SPECe1C DRAMNGS FOR NFVIEW. CKYSrK MALL OR FLOOR, ANCHORS SKAU 9E ,ONO FMOUGH TO REACH THE MAN STRUCTURE BEYND SUCH PAN" ANCHORAGF. SMALL HE AS MENTIONED IN At) AND N ,A.2) W THIS PLO SNWL BEAR THE DATE AND ORIGINAL SELL AND SNRUIURL O THE F'NO'ES51➢NAL ENGMf1R Or RECORD THAT PREPARED TT (0) to EXISIM CMCFtF1E Y.006 Ali Ail (.-2g 14 SIUrFER MANUFACIURE14 S LABEL SHALL BE LOCATED ON A READR V NSM E LOCATION AT STORM - 1/4' r TAPMAI ANCHORS Av MANUFACTURED NKI Y I T W 8UNLOEX, INC PASHVrTLR IN ACCORDANCE WITH SECTION 1709.9 3 OF FLORIDA 9LWL004 COOL. ONE J'ffL - 1/4. 9 . 7/8' CAAN T-HORS. T-HORS, AS FAMUXACTI.NEO CN BY OAt INC (NON 1'c-1500 Pal) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WON SECTION 170992 OF „NE - 1/4•• X 3/4' SOLED -Sri ANCHORS. AS DISTRIBUTED BY AL POPE NCREW, AIOL1 A SPEA:MLfY CO. P,OPIUA 0UII.OING GOCTE (MN FC.1BW p..i) NK DRAWNG SHILL ONLY BE 11FEb 10 - /,1-la PANELAAIE FEMME 10 AND PANELMTE PLUS ANCHORS, AS MANUFACTURED 91 ELCO C4PKINUCT,ON FAA , S (LPN T'c•2071 p11.) AMNIIIIIIIIIINN,- OBIAN PERMITS N THE STATE OF FLORIDA - 1/4, • CIF 'AP -GRIP AM•_NIORS. AS MANUFACrURFO BY TRU-LA51 CORPMIICN V•!""Wk A r1le A• 1�Q�'' "`/r.1 FLORIDA BUILDING CODE HI h Vi iT Ill It,o- ZRn 6.1) UNMAN EMBEDMENT O UPCON µCWM. ELCO PAMELMTICS AND CF TAP-GRP µCHOP. IlriD TrK E+C; A\C BL17cX UNIT STEAL, BE 1 1/4'. _ s mmD MICOD. W 10 CAGE GALVANIIED 11111 STORM PANEL FIWA, e. 9.21 CALK -IN A SOLIGI SET ANCHORS STALL BE EMBEDDEO 7/8- INTO THE cORGIM"C BLOCK OIT NO ND.,1167 S --___ --__---______ - -- INTO STUCCO SMALL BE PERERTTM '/4' •-70 SCREWS USED BULL BE 1 1,12' L➢NC MINIMUM SHOO CO ', GLOBAL PRQTECT1DN PRODUCTS, LLC. 01/+U7o7• EXIST. AND I' MINKOW FOR WALLS ANTS, NO STUCCO_ •$}. SiAr OFX0"oNA1"./.1t " "�''' �``-- /L E C O w, `,. .69a it eI :T.71 PAIR. O F YAM, T sTito� rwlrT aPlsca:ANr G-c. n. F», -rIkk ''.,(OR D►- .N...M .. "tor+ t9uaeR-tau, rAx. roaA)taR-lint 20-176 'i, ONA _ Et G-D9DE719 IAA•Rqr._. - _ IL" 1h, - - Y P0. M rw M,Ir 4%1-_ - 11"e' TRIP W, , _ I af. H-,., . - MIRT , .I INSTALLATIQlI._QETAI�e.5__FQR_REGU-AR_ PANELS( dE TQ EXTSTING POURED CONCRt TE_-QR.__r,.ONCRETE BLOCK STRUCTURES I=Oxan.V.ORS a" soamu CONOKa .19mME1 S.MYs a rOw lAa 6) (SFr xIRDU E oN t\ 00ocnm IMOM SHEETS / _O= e� - ..J\1 LONC4IO AHO,nRS (r¢r"Miz. al 1'1tmL S:,— a i tEMIIWR[ KWIRED: � _�/ eRms 1 TI •-En 9 n,g7Lp, 9 1 B 70 1 e)- F S VG POUVD I 1w. k Sa a7 fONCPFTE PEOLIRED. 41 _ry T ]Y we , C3- 1' / I -J '/7- _'' �1 Y- /A' 11 94r] /I- MY' 1 1 0[I. _ _ tL ,0HCMG Pa.WED ED 1 I I 1 - % ' AA# LL .' s 11 qa`, ry 1 i I F.II - ED al9UW.0 I 2 , I /`� 1xK71NG POWfO 1 alw. . 1 IpP4' 1 I CONCIR'Tt .COVMEO 1 R-A 1 %I 1 ' a. 3 9CM r AW AJ/ : I�/A�p�FA3/R� d ,.. M,,,R,,y t A EVIWY ,OARED • € , R91Ef Sap•. _: _ . Mt, 6 I u ,/J' oc I 1 n I/r ne -`Ta, ? 1 i4 '`°" a PI.e>rnws '°"I- I i1 a, w'o'rA"IE..- I i—ea.°" "NET 9 I (1) HAY" J 1 E - _ I ` i �y Ira Ir°. W1Yp� roH Sp} I,, 1 I p — 1 I II W I 1 1 9 I -_ , I 3 W """`_J !�rcc( A R 1 1 I r 1 4 f i 1 I 1 I i 0 A y I II [_01 � I I I a- I - I 1 it ' 1 Iraa.� : 1 bM I 9'•-0 1 ' I (e it i EIa. wo • i BATH mo • (4 c.R 1 -.7v�p n i rx,sr NG PouR(D E D 1 (�/('� I `.F'` , '9 IK OC. C D I COHKRCT[ OR 1 t ti1lc I @ I f1 ixKnNG POUIEO I r EWSTWC POUREU E D E IVrM1 I1LtA • CONCRETE BLOC. I I rl mo • I I CONCRETE CA I C(XNCRnt OR 1 r RFO Wr, 1 2 ,R' DC r I *=__ I OOMCRfR BLOL'M LON(:Jk1E &OCR - , _I POURED ,�. REWIRED 1 I/2• _ -.-- 939' ! 1 1 EXISDW P In - �9 •-" Yn. =AIE--R RDNCR� -l/a•_ TEAL °r (//�}�� Y- t � :.DNC,ICIE ANLI,DIIS CONCRCR ArICA10A1 -E D :Aa cItMIRIPII):OMFA[i[ ANC„p8e IA,/ ('41 ,y'a-A STAtxIPtD Y/ Sr110 'Ct UN., a O C,R, (SET KKOULT T (HSET ECHCDUf OH W • R OC. [aHO¢TT nplloPs '„C,�F"' '(• IAA X.EVME OIO SM1T5 I ,t '. 9) ^ ECn a 1.*a r) r"R (SAL 8RDORRK GO 6} twI SMs. a 1 9e 9HEVS I sat . 9) WALL MOUNTING CEILING A�Eun ' MOUNTING BUILLi._&i MS73LJiL1Nit ALTERNATE BUILD OUT MOUNTING SGCIIQN I SrruL 1/e-I• SECw. IIQN__ UUIOl4ALL �_4 1 r � O C.D. - EDDC DISTANCE I vA M,IIRME 1 (SEE Sc.rOUIC ON -Alva °NMI�°�iwi- I 1 � I SHEETS B k 9) Mr I ,6 I A i 1 NOii FOP. LPAWN61i5 FSE:?.EONS I i 1 EEOR1 TOP • Gk ,/.. ac TOP A BOTTOM MOUNTINGS CAN Br , art A 11 .- IiiB ,,.....PIHIIINA'O, COI/611Z N ANY WAY TO SUIT ANY - - - ,. eP�SER A;•r/(!ij', IN"ALLATION c' ''' VCENS •z9 i Ex6nNu pO,UN(pl r' F ''-- FLORIDA BUILDING CODE High VelocityHumlcane Zone) CONCRETE -10 - C0 *' 7 RIUUINED _ _ * cdo2o ,Xr[(a. +I. 20 GAGE GALVANIZED STEEL STORY PANEL oPAWN R CON=,[ ANCHJPS I xvwtr Ix '-0,. TA 'll � - ----- -- t•2Ts a THRINx)H 9) •P� (_' F---- P7/sl39EP CEILING AND FLOOR MOUNTING %s Fs - DRID IL E C O 1- _ E4c� j OlAl3Al PROTECTION PRODUCTS, LLC. Gre S Ne90 SW 11 STNn 7IW (NOINE(IIINa CC ANY DOME. n U314 /E NAL E �4o fi7 . RH" W. ar. vAP» 91 F` anal PHORE (et.Aft-,W. ,AA (wORm-979E 20-1 76 SECTION 2A .A/ �- ,I», ,,,-„ CA W - MI A,-'.N SCALE _/e-'- I _•- N,MNIM` ONMAKp . Illll (. SDI: TNKJWR WAIF,. t1Lif, 1U, P f. qe II -1. - - - _ NI, _ --- S I[R . W 7A MOIDUCTEYALUIl ION KL]P.OR-1-SO.-20,072LQI A QA MATERIAL—C-HARACTERISTICS AND SPECIFICATI0ll Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7_ LIMITATIONS AND CONDITIONS OF -USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated 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 prepared by Tilteco, Inc. and signed and sealed by Walter A Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3 Product shall only be Installed Into poured concrete, concrete block. and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilleco, Inc. (Florida CA-0006719). A1.111IH11N111/1/,/ �I`a A: rlct/r `z�Q 'JCENS,s`✓9 _„s___ j,_ . 44167 3~, _*_S0'-. STATEOF i(r4F I OFd .••"LOAt��'.a t��,. ,011 VVI CAI TIN. TECO ADMON RECORDS I P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC E 20 GAGE GALVANIZED STEEL STORM PANELI DRANG 4 20.176 ( REPORT 4 200728.01 �cio INC- TILLIT TESTING & ENGINEERING COMPANY - WACTEli;1 TTLUT, 1B., P.L trlteoc,&oIxon, PROD CT EVALUATION QEFORT aA.Or T•RN,»Na ILIA. Lit NNn.A*`I;- REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL_ STORM PANEL MANUFACTURER: Giobat Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION; This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D 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 affect its limitations and conditions 2.. EVIDENCE SS�IBMITTED: 2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, titled •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 07/27/2020. This drawing is an integ*T lei/j" is Evaluation Report. ,X1,,E - Iu1" ' a �'� \•\r.ENSF':. - E �: i-4167 r ; -' � STATE OF -w(r s Uri . eLOR10P .��,�`«" 6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-193e44'JftAbi( tdtd�-1ZZ 531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANEL (SCALE 1/2-I' - IS 196' (TOTAL WIDTH) - - _ . _ . IS 196' (TOTAL WON) - - t2.S00• (ETrECTW *MIN) -- .. _.._.._- ' 6 IM' ..--'-'--- -6.250'. . - - -- I S10• - 1.],50'..•. r.3,50• _ . 500' 300' I r'- I „ - -1 ,350' - 0.036' MAIN. TMOL - 1.350' - ',, - - - - - Sr�n - - ONNAIATZEO S,RL r— r .R n T"=.� ABIA1 A-AS,1 ^ D" f1 � , 4(1" I� 6D IPI9M M N D. 'AIM NICM NC MEU FOAMED • OJ6 /( ; -� 2.657' CIALVNYIEO STFEt EDGE /f,//)..,�'' ,'I 2.657' G-60 OAIV ADC[ 2.Ol ttP. \ ASTM A-057 1 ///J// . I- 7.UW' 7 O • �Al , TVp - E T � IEII" \\ aIAM 50 11953 r OCTAn A D \\ �//I'/yfMfJ OCTAL L. EDGE 1 G-Go CALV ` Y J `-I- -- A IB.B• I (. WAL A / Aar - "A0. ' '--1.3k - , 3S0-. _1 1 - 8 250• 01 STORY PANEL 0 END STORM PANEL 21e7- . I �� 31r i_/ 1.250- --- _..-_ .. 2 ter R1AE 7 Y !MI AI!' 100' R• Q 1 �� P U , L EOCE. t25' 750' I]GYs[%S Z BEM .123_ .up• L W �.125' - ./ ' / •�, R 4 y2" I - 45 St110 xMw S.S. S1W rWIED ,/e.so3r�/JA .•i iT—I ro Nlc(E • ro AMaE • , /•\'\ /--IAA,/ i., A tTJO 12/7' 2 ,/7' aE :� \. �// .OBJ' I 95' 35' 2000' SIDE�^j.'/ `0.250• '\ -Ltd.-.r•/ -2 f . 09J' R. a I p -� T,T " .078125�. OO�AK I M.LLLI 3OD - � ! 4 ._._--_._-__ -_---1 12S' ST9 I ) I �• 1 �,E I n4 A - 3" M°, - t.WO' ---,-5M. - ISOMETRIC VIEW DETAIL A /� ` - 2 �. X. L__ 2.�• . ROUNDED CORNER • ENDS Or PANEL'S r, ENO CAP W( HEMMED E0G'E. RO -h" HEADER � "l 19ADEII �J ANGLE �i!) ANGLE WITH STUD 4B ANGLE WITH —t YAM E71i 51 � 0 �_, Q 06 w. P 1. 374' .374' TYP TOP W" - M. .0e6• 'SD - I i _ _-_.' 1 Ma, , 0 PANEL 166'- 1_ t , ,,88'- __ I 310' 75'' , S e- FATED TD I 4 1 1.407'1 D6]' 625' 1 3'5- ']� ° A , 1.270' 65e' i6A0' ANGLE W 12 In, OC 1 .. �. r 117771'''11�IIf 187I ' .. J \1..3' I.JIJ' G,I t.671 O4 A t.500' r1---I 5/16'. NOR[ 10R , 1 .COST' 4j• 1015• MAT' PANCON A, AT-.tli7-- r .1 1 , - N., 75' I OBO L_ - 1 I 75p• n 71 I - - INS' l 1 �' - _ 7 D00' �/ KEY HOLE WASHER _ .e2s:6 2.000• - 'AI".) _ (p�• _ ` © "f" TRACK ANGLE 6i 3JV Wr TRACK (7) FLAT PLATED GD36' (Nn,) _ - OW WITH STUD GALVµl2CD _ 144.0 IIpNMWIl U14", I - •� EP A: T. /11 , W. 15' COMIC n !!y't ✓ + 375`• -0 BTi'• L j \Lee]• y�`t;:' \vCENSf •.,9 •"s I _� '�f ' Np.44T67 _ -1fL' ' T E-�� y * ; 1R ''R = FLORIDA BUILDING CODE H(h Vetocil MurNconW Zone) ZAIAA'C W .KEL TW' IIITnOM Ix12 - _ , LouW Pµ[L STATE ;' I 4e1n9 nTva 4VC 20 GAGE GA/VANIIED STEEL STORM RANEL PLATro MNG NIP Z�-. yyy„ r. i.So' Its _ _ in7; E. :'4. 1000 - A KEY HOLE O,e'•. C0R1J. �T. �- ------ 1 © �'''w,Fs " ' GLOBAL PROTECTION PRODUCTS, LLC.I or/»/2ol0 _ ,_, AT PANEL ,,N1o11t %�IL��ECO °R �IIIIIIIIH ROM, $IF 5I STREET © 2."X7"X1�4 - - TIIUT/�S,[ Ma NI 1:0z"M coMP GYP. n ss5,. NTFSIOUtMLY, RISC R,NC CAJI W/ON NOW 20-176 E34TCE2L`t)R_�L]X1,8 MONOLITHIC WI W/ AD1X ON,OI j �-- AWN - a rM.- MNR»L n A`II -_ Iw,DIK- (6s.)ee9-T].], FA' (IS.RW9--17P7 J - UW .,,•.tT1,,, , 7/r•9.3/32' AAS-ER (STAMLESS -'T G-D006>IE A»M� "° Tim. of Ni P,AT{D STCELT. PC LN./5KW1JM/Grr r.LRX A "O.T h.. PC aL11-W - • UFl T a r ASr1ALIATIQN DETAILS FOR REGULAR PANELS() & U DET� FOR INSTALLATION IN JCR , IN 0 EXISTING POURED CONCRETE OR CONCRETE BLOCK[ STR UUM E 3' Q � rAu-IN W PAARIAATE 1EMM1 Io. ,/.'.-E9.1/.• u VA�I �--i _LIFE SAFELY AW E_Z H#11Si MM PA LQ. SYSiEIFI PµC1Awa nus oP a MR-IXIIP 00. " ILMOT�A`cNO' i' II'uf i'S•'" - •IRE 004MLRE ON SNFr e • r) A9:ETS • TM(WI 9) 1• F` _.1 _-'YX..- rrI M 1 CONCLOSIRETE I4agEv ' 1 (O �:J ( r IArI IIRP �n F D A 1 i ; m.+n LMFO7q. 1 I v 4 A I - CXI$TNG POURED I t ra..i,,: F Y "-T IT, 1 , CONCRETE OR 1 - - .n. : ( N „Y ,....� - - „ , I- 1 I 1 CONCRETE BLOCK. I I Fri 1, I ' REOUNEO I 1 (i ro ;,.. _21 ' `mow - - - -- J I ! ; ; CASE A IPLAN) �• ' Y r' - Sf,A ;, `. - I.- ! I A i _ +'r-]o.r Ms. 1 i I r1 CASE B (PLAN) c-iw---•� i�iAEAOen,ld -- A ( ORVITIM . -1 OFRFyor _ 7- SGR•'1G 1 ,. i ----' --I - I m ScnrUlAl I 3 , --C-_,=. 1 mi ll I V In sp•AAt I r.•) I AI FOR � — nw i 01 ,y .:t`• — `+Me -0 1 9 I 1 1 - I �I•ww M IuwnN �""_ r.r. �- TRIM- * y(w "' MITI tluc A •t 1 _-_ • 1n- oc I T mu I r' I A ' A A N.:' w .•Ao PM»c, ate., OAT, AG POURED E D 1 I IAa�Ire r., rm .w wwmINVIE ON 9- i CAST C_( LAN) MFOIAIKED 1 EXISTING POURED O,I. I , iCAE T/'e CASE D 'Ll►N) 1 CONCRETE OR m,WRw.9..nL SVLL 3/,e—�- / CONCREIL BLOC$ �� ti-I11t : 15 I RfWRaD ' I M /Arni/tY Irt>VIIRT°R, ,M„R Fwlw w "•-'-"1 OF,, 9 M PA LUMCE ... -.. I L I- F a/a MW M, • r OC .A»N.n , 1b�oA,rTSI s .. �1n'»mMpa - RMAE ID AND AIF1.WiF CONCRETE IVOC11oRS 4 ._ Mn-- ,»yM,r!MP,•O,Mr` __ PLUS GAT C/ IM- W1 (SEE 1tlKO,Ar ON - Lirl SCWrDU.Ls OM - ' i -_ - _- F 9' .J-_-- --_ sHaTS e • v) WALL MOUNTING (D.M.) v+ccTs ° HROLw �)3UILD OUT MOUNTING - _ _.. I SECTIONS 5 f 5 SECTION 7 i aR ` SCALE 3111 ,, SURE 1'B- --All^' .wl,. n.TJn,A• erI,.IH G R f 1 «1I(/y I 11PDmS MOM) FDGC or "WNG I .r-"Mi, I(9' Iw�.uAi 4 • NEW I. 1XIOf . VARIES M 1/B' E.D. -EDGE DISTANCE ,,- Ir«a Pa oP .Mm,I ORENNING THICK ALSO. TUBE OR I` . . (SEE SCHEDULE ON J o'® CASE i (PLAN) EXISTING STUCCO/ 'vT WOOD PLATE SPACED - .1 iHEET$ B k 9) /-'-� SCALE T/,t-`' M00D BANG 1 \ --- J • NEW I' WIDE . VARKS , 1/4- , I 1 NOTL�D.w COA91NA1)EIN OF SF[T19Ejg: ft- TUBE OR I- . VARIES A ��- P F WOOD PLATE SPACER I TOP k BOTTOM MOUNTINGS CAN 9E BEHIND FRM!1` 1 COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) CaNU1ER ANp,CRS I INSTALLATION SEAL 3/16-1' (SrL SCHtaIE tX1 SHEETS a 111pZ 9)J , -,MCI( Cn,It , ./ ki , ` A c� f' 1Ep A T/( 1 (1l'vg 1. G6'ING POURED . -„A, � 0-- W r ,f' �•''' '•• ✓ Tt, FLORIDA BUILDING CODE (High V•locilHurrlcone Zon —e6RnYF[ JFY/ps _ - CONCRETE OR - +sAm Me1Un rp M Ole saWewl 1 R/2- M:A C'ONCRETE BLOCK u.ML AC aura `IMr Z v2a70 rlRCo. R1c r. w °aF r W 9) 3' Mo. REDUCED T-.1 ,<nr c i NO 4416% ? 20 GAGE GALVANIZED STEEL STORY PANEL a,,,, v, XB6 ,SECTION X-X B o ; W _ 2 (.. _-. _ _—_ a7 w»ro SCALE 3/e - _ __. "`- GLOBAL PROTECTION PRODUCTS. I.I.C. pFTA(L_FOR SPACERS REQUIRED AT TOP OR -•. 5 TE 06--" 2`-� -•- '' 1 L E C O FIRE . , Capp sW, $, mu, vAR` Off' ' F 'RID* I^T`2D•e� f NOF rHW M-CIO COW�,(RT %.r. R x,3,A gQITQlt TRACKS ADJACENT TO S UCG4 OOD BAtlOS ,,�6JS . 37 IM, M w :n oHaL rowlew-7a.s ,.)6M-eNeF 20-t76 `hrr,�. AL.'�L,HANuma/u11E --- "•FDA -goons 'T'r,M-7-:.: MIAM-..- rATFR A ff ,I... P C 't-4W)Gr __ _ __ . PRODUC I'_;Z'AI.LA11(1N NP0KT110..211-0727.02 2 2.2, TEST REPORTS; Large missile impact load tests were performed under SSTD 12.99 standard as per section hFlorida p 6 o 1 09.1.2 of a Flo da Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South %rida, Report # 0814.01-01 dated 03/11/02 witnessed by William R- Mehner, P.E., Boriz Moror. 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. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jtidofano, P.E. as per ASTM E-8. LI-STRUCI .1i ENGiNEERINGSAW.UJ.ATIONS: 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 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr, P.E. 3. MI 61LEIMPACTRESISTANCE: Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12.99 Standard and TAS 201. 4. WNW LOAIZS RE$ISTANIM 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 bo as indicated on shoots 5, 9. 10, 11, 13 thru 1(i and 18 of 18, of Pruduct Evaluation Document (P.E.D.), drawing No. 20-175, 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 0EPLA1 6 l4(%14T•y ' `\CEASE.✓�. fix' t.-Ails, 44467 ' '- 712 %: 4:jj * - 1� = STATE OF ,'cr ? q . 0,r•'• f(U1110A - �."Z yy ass. • • • �`�`�p �r., SION AL E�,,O ,-1' FORI O D.M.. 2 . 3 . (�+ tQl F• ... =- �o H 4 3 6 ,4 O � U't�f~`1 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 5W/10, 61ii h 7W/11 ANCHORS FOR CONCRETE SEE smtoutr ON SHEr75 B A 9 FOR WOOD SEE SECTIONS ON SHEETS 10 A It __ 2_.__-_. _w C i �T I Ti. 7- 1 I 1 I T , , I Vii I)(i 'T EVALUATION REPORT N 20-0727.02 _ INSTALL -TION: 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. 6. MATERIAL CHARACTERISTICS AND-_fift-IC FICAT ONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7, LIMITATION$AND CONDMON OF USE: T1 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 Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P E 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3_ Product shall only be installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of TlReco. Inc. (Florida CA-0006719) Ns v ............. -, a�P,•',4\CEASE'' �9'', '�. '' -'x .y'�-'cam !acO ddTb7 1. 7:,� it R•T•r' _ * ' * WATLI �,QQ TT��1T•pp (�1�F OrI TLTECO ADMON RECOITi P E. REPORT.20 (GLOBAL PliOf{6WSQN ii [S, L41- eALVA`OZED STFFL STORM PANEL L DRWG R 20 1701 REPORT # 20-G727 , ,C,� . (0 R t0 ,,�``(`R__7 17" lltt�II,P I I " H' I I I i Q Ii ED 2 BMTO PANELS W/ 1/46-20R1• I .S�M.S. 9017 W/ 716' . 3/32` • EA. OVERLAP 'T (SEE }1 SEC70ONS AS APPLICABLE) -_L.-L_�LJ....-1- L1 � I .1 , I I CO 7 (/ /; 1 I i �� I o O �O' 118. _ .__. !. 1 Q+©.( +),I J,©Or � ' 3- MAX - 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. i--r MIN. ---i t' MIN IW/10, 2W/10, 3W/10, 4W/10, SWIM 6W/11 A 7W/11 6/3 ANCHORS FOR CONCRETE SEE SCHEDULL ON SHEEIS A A, M TOR W00o SEE scmoRs ON SHEETS ,0 A ,I ' REGU.SSQ i�PANELS ,�' dt ELEVATION 2 67- .._--____J (MN AAOA WP-I,_WM01t VOOI "i 1,,A, ( N T c 1/4' MOO GAP U-1, ,*1 1 -.- L ?T 1.1,' EN -9 FLORIDA BUILDING CODE (High Vdoclf Hurricons Zon �: NO 44167 `a nma w 20 GAGE GALVANIZED STEEL STORM PANEL �r P, B, .A.: r _'`-* __ - _____------ np9/wTo _ .• ATE :4 IL E C O reEN GLOBAL PROTECTION PRODUCTS, LLC. DOW .609 1 • 5, IT1MrT %,�O'' DRIVoil '� T[tTtl I . Ew�tOWq C � DART. FL =14 2D-176 , ,�'•.• .. MIN •, r. r NRA•II, n NfOnL (-quis- INTI. FAY: ro•.R,ee-r767 'A..FSc '..: "� _ MAr A` -1st ti ow....... " c_1 : - I - =r._ - - °RNWc r INSTALL,ATIQ _MAILS FOR REGULAR PANELS,J) do t1 tNTQ_ EXISTING P_QQ R ._QN�.QEIE�� CRATE BLOCK �TRU�TIIBES ANCHORS TON CONCRETE SEE SCMEDrLL ON SAW. 9 . POUR(D CONCRETE POURED cONCREIC POLIRJ corAAtil - r(A III srr sECTIOINS ON SHEET 12 OR Et[ CONCRETE CW. TF HLnCk 3' No. 7 W 3" 4m w" W Yin. (AMN PERM -1 MaIL VALLIT) '� M,n REO(!INL➢ REQUIRED R(WIRFU UINED 'ONCe of (•SET Ar 0. (SEAT ANCH0111 Isu BETE A Lf- _ _ - e e M Bylz riAlE _ ' (WI SCMO.Nr OW (iEf SCH[011ll PN (SQ SCIRWL! oN D,y, RO t0f/12 ]TRAIT 9) "M 9) SMr 9) i r i -i.- ) _ J j` I )E--� ' 1 �� 11 E \ i I 5➢i 1 I I I I I DF L" Cb 1 i, -D I' Li i., ,A (� ' _ m { : (. ; I ern W/ y � NUT • EA. 1 II",o I ro ( i I 1 •!11V I ��' OMDI I • ' " : • r {y� ' _1 NuiRI°0M - aE�s FM« !- ., 4 � E .4 j- W A,1QT W NVMl�'a r.I 1N i L vh . j D - .-2G1 '1/.".-2a.:� Jo ;,/R'.7p.r _ i�-; II �% li>, NXwn w/ " A j ^i 1 W 1ss Mars W i 1UR �. ITro Y . 1/]I' 1)/e'I•'i 3/]r ltil I Ap� I= • 5/31r,AC C/ J` - o I II 1TDal I I A i� O uUl I l� ; •UCM fn RMI - .. A G 1 I I i I I 1E■ -�r jl I I 1 4 : (E1. I Rr� I /� so _ B 6. 16 QRt r1AE ]- 49, r--�A.Att -SO%, a,A11-i ` ,P OF Y' P K - i SOS 3` Mo. - ti.Y..®a ® RB I�/17 • 4 . � OF Y" I WAX OF I' WTI. NIA I ANCHORS FOR CONCRETE SEE 9 011 l - ''�' A ' I ' kw -. _ OR WOOD SEE SECTIONS ON( 12 (' F 7AYN3/lr , E ` CCIO,P C E c j3EQ.tILAR STORM PAN LS (l) & ALE_ VATLON _� .STOAT • ,2 I SCALE J/J1-rle �. pG::1 , I/.' MAR. UPT" {_ I E 1 E T ..SOD" 2.67' �,�' 1_'-- A� • I 1,'4'M20,J/4' SS. BOLT _ I- I (MIND MRM I vow WEAL-C) "U 1 W/ 7/e'.J/]2' MIND Alf J - - ,sl,..- _. r`�� - _ Cen • 12 1/2. O.0 co`, M E ANCHORS -- ��♦ / •... _ /I f A __•13 (SEE StlIED,NL aN ffWGFRTC ANC.ARq SrACfLLM'U CONCNCIE AUL1 M PI(rl I) ,/a' IMX (SEE SCHEOIAE OM r/ STUD (Slit SCMDNL M %40 9) Ste' °) arw Wr fIR [�iNI M rWIk KOCI SECTLON A -A (TV0.1 Po SITE C0`OC-r D. p,YJ CD I[ MCDNGIBTE IIIWCCUPEO L n".eILCR 4LOWT(U AND.U1,11, MO j Nam. DIRECT AND _V(A,L-MQ.WNTING DIRECT MOLINTINC7 INSTALLAIM 1NuS A.LLA R1�1AE8 TION Qj't_9_8 SECTION 14 SEAL! 1_:8-I' 5G4E !/R-'- s;�1 p6. TILL", P� EN . ✓ '"I yl: `AC f -'•'9 , FLORIDA BUILDING CODE (High VelocityHurricane Zon• ' NO 44167 ' ann9 mnip. Ira 20 GAGE GALVANIZED STEEL STORM PANEL - Tn Si07�-EOfl..CD119(KATIDri _QF_SEL'D4t'15: E.O. - EDGE DISTANCE (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN OF _�_ `> oN/aryo2o SHEET 9) COMBWED IN ANr WAY 10 St1R ANY --CCLL S TE Dr" I L E C O IMc GLOBAL PROTECTION PRODUCTS. LLC. M,D. '3,, 'Z.rL �_.-.- '-' 3, ' ,�r� NIDO SP. St STRfLi INSTALLATION, r, v^;; . =L 2 131,. . /(` F ..... , _Mtd rAt : TINOs CNWY�vG A-,PANY 20-t76 y (C1SS`1 •,f.` 11- W. toll RIM PMMR_ (95.)M9-714b. HA.. (9sc)Ee9-EIO> ... an_,A• --r6••�YL! Fr- U" n,•rMN ""' DRMN W NAt G-;ease M..W� r WR_ M.wr I5X,.1K. . 1V`SrotR I'll/ IIIEII111.-' INTER A r411f Ar.. n.A -_ AA n,.W - RIIR'T • vs ++ r- W _ �T( l >/ C- �, ` M U O (a) a) Q = 0 k ill ('0 -D a- _+_ Q Ell Ell 70 U O I_ O O Q = 1- O W j�: C6 O -� LL In CIO (1)CL" C Q W 4 L_ 0- -0 .- U) Q 14 Z Z W J . = O (1) -O a LAJ O L O u O, n M C ca M " SI-K N - i. d M O (F7 _D N t (n O AC Q � CV Y 3 = W M _= W CD .Ej C 0) (U - *4 = - 3 y a3 • c1 n � CJ C } tY .!2 U) d x. C E 2 O U O U +I^ L. W (D r- I U) _+_J :3 O Cil M...... CL Oil (1) ) i:3 = -0 (10 L_ 0- (il B� L. �a) CL ) (13 L. W Z3 LU Q z Z Q ___t li SHEET NO. SH 1.0. WALL AND FLQQ�. MOU)yTING INSTALLATION FOR "7}a °:"`W'r MR. RTt Alu•Rs OF ,»f, rrl„ •,10 •..7. r.,..aAE oN SPLIT PAN L Fa7T • 1=[ sowaAE m h_41 -I C ANaEEMR.11 X' t _.• . • 174'o ip:Iowl a, c min •'_O,►�ct1x' � I - /'"rYiNeN.vI i°GSARN«eALL n _ , • • it IRE FER" HWVI%wm'"• C UIe•W 77AraR .. nv° wi0op°i •p'A .` 11d 10 T°CM,o r�itn FORCRETTnMOA 1 a rant -- i /T, SCALI'L V/ATION 1 �3 DETAIL 1 9�11pqnRII nYn. /5 -°• INr LA . . ,-•--_L' r T[l•,H Y Ot;pw ].tl��lt M"IG i Rvl,/rr�`�--� �MYOI' °A[ }plrlY Ew M fQp , '� 649D1 Nn�llrs�ln Il�tl e I ! .�� rM t a - __OF yEA..c..Ra4t IRE 1.1a run 1 71 4/,41 Lean SS SIRS • , 3 oc y00'L K a, 41"Vr rin CD' 1 IRHAm4 Ro" r C MM •n E, ) ...6v . �I.*I!M Amp -azv _ - :'I ,N/.�Y R.AANq/i - .. . - 1•aLIPN - I I 'OH wr4nI,nRNF. 1 • 2A y :: J (hv m• . wmw "Ee : .. Er ---w. vu, Mw 6rrn rsu w.ura wane ELEVATION SECTION Y-Y yJM,R SPLIL_STORM PANEL ELEVATION sCAli +i4"-. SCALE I/4•.,' III AM.Y: �tl sGAE ,/e*-,- RdK DETAIL 0AA reemdaaEU'AN) LIw L ION SCHEDULE aacNn ANoan Iw .107 e[ • 91 ML R e'-4• MR. NYp Air-1N'1[Olfllllr MPK IFWGral. I. A • . ran . NIIIIIII/lll N0.44167 a =M; • Avt6oepkrIMM, [N_PASr2OENo sPs "rLL, NcP« pRtw}Er� p' t D a wm0 FLORIDA BUILDING CODE (High Velocity Hurricane Zone numm. wC 20 DACE GALVANIZED EL STORM PANELSECTION 1 SCALE s,/o.,• NOTE MVUJON CAN ALSO MF. NSTALLED •/o STORM PANEL, ON TCP OR BOTTOM s0 THAT n 6 IOCAIED Al TOP OR 00"OM CIR OPf MNIG (ONE PANEL OPENING W/ NBC TOP A BOTTOM) MIT4. MULLION RECURRED Wn SPAN in 1 • AUK MULLION •• URI i�'/ 1/'Yo�GI� -1 I L 1 E C O INC. ,� �LLI�tF' snHo•s of •Ma eoN TMIY nYe*e. n a x (M41 m-rWl GN m04TII MW,Trp A DLLR J•., PC GLOBAL PRO TECTN)N PRODUCTS, LLC. +tm sw. sl s7RC, aWr, n INR rHrAIE. (WN{en-».e CAR (rA.faeR-Rn} °'/a/'°7a 20-178 ORLIF4q 4. w. ` r.++ o Mrt AT SEN,/SgNTW(/OAtE •H elIRn } 9F N INSTALLATION DETAILS FOR REGULAR PANELS �_ I INTO EXISTING MOOD STRUCTURES _ _.__ H.I � m L/wM .n""INc'C1, °aonM'P'� �-_ - lr- -�T ( Iw-•a A+aI }t '.4r'w•'"YN'La w ��•wMmNo• �t r. I /r• w r 1 _ Pl • } exn y... _. . ha'Ms,•e .'wu�OE•anP,•y4I...N. �- -T _=•Ifl�. 'N'[Wrs Ier�o°rwa''on'wy ,R."MURNs ! ' I r / 3. �_ �� i ..�� Ifn • [9• an° ` ' 1 �-' I � i 1 �-Rod y / 7--` � 1 ®d"' 1. I ��R." . � V I I.. 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FOR NEW W000 FRAME CONSTRUCTION* WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0 -15 OR EQUAL. - ND. 4167 - "PTO TILTUM INc 20 GAGE GALVANIZED STEEL STORM PANEL NOEL FQR. COMB N61LON_Qf_MZiQtd: * ' ST E OF � : - -- GLOBAL PROTECTION PRODUCTS, LLC. • I L E C O HNC can AW. 51 STREET TOP k BOTTOM MOUNTINGS CAN BE '•,, O,r;:, �[� RHO►',.•'• '`,'ll/�:-r.� Tu TERnNa •- IIRIIL R wt. COMBINED IN ANY WAY TO SUIT ANY F •• V ;' ' "• "• RA'4tiI•' ••a n ..Io.w: n5+)tm-m5. CAN NS.Na►e}s7 _ 20-176 ' 1J w.+ URRI Rrl. •aW OR" nI-� a' ,S/D 'AL - u-Om*71. pg1°'Ec M0 INSTALLATION. F, 1111111 /W�"'N'[/DnR NNT[R A nyt Jr., PA. t •41e _ - _ rFm m Ir 7• -- _-_--- - CONCItT[ ANCIOA CnMCW___ ION, CONCRETE ANC7aRS: SEE SS/EDULI ON SHEET (SCE 5F>fTA1lE ON 15R SCHEGUl1 OM COIN MOM SCNEr SEE SECTION am rREI 15 v Duu ON •MEET t{)� :\' sAerl ,.) ,-a•- 1, 2 R IW/15 A•R. 11 1/4 2/AA w�l 3/4 w 4/I 1, 2 t 1W/15 • .500' _1'Hb25D• FOVND CONCRETE REQUIRED l i i i ' WEND INNQ1 (A4uTaR (*IRRaR ►AEu pNTDea (DLO RNNR) sNEvSITMARTr�oR I A rtt` I1W AA8 /S MNf�"MII : EY. R, ;,W0,4FR" -- / O .. / ISCMLF IW/ SDNiRS s/e' WIT. IGSC r)I ir-- SIw/SR[ rK115 I 1 4' MN '� LO ,2 I%2' Dc. 7• MH (USE u) to ! I _ _ I_ P _ - (SITE DEi 2/,1 _ _..._ . _. -.. Wn� rt IncATaN q•, --\RN URNS 1/u 'F 2/1.) • (ILfaVMn lmSI AT olem (w DETAILS p. TOME➢ cowc- E %' KOOK wmL 101 RLOU RED 1/4, 2/4. 2A/4, 3/4 IN 4/A ,, 2 t 1W/,S 1, z t 1W/15 1 ALTEHMM/E LOCATION i _._ --1 ON LIFE SAFETY PANEL -- g AREA M/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE IBELOw) le REGULAR PANELS W/ ON SAFETY PANEL --I ! i `�•N __�_I .,J t W/o REGULAR rRACKS (SEE NOTE , CONCRETE A/Kr10Rt -.. ). BELOW) • LAST PANEL 10 BE WITN.LW AS SAFETY PNQ. S1CN OPENING SIULL ' (3[r "NCo-w °M I 1 F 1 SAF $TORCH L" SHEET ,.) \� rgMta CTAF[RITt --� EWyApLLC yyAr ALWAIs K PROWWD w/ REAR HANDY 10 fKRRME IN1i77ALA1 (All Cd0101R4) IE HTE•elEO NIAUMFD CRm [%NACRE}r AKrIo0.S J _ PANEL i TO BE INSTALLED OR REMOVED FROM N4m OF STRUCTURE >s Aw=scNEDUL':) --N°-- ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR ! OI�UNTINr INSTALLATION SCALE 3/37'.,' r_R/•' m-AUSTION 1 SCALE' 3/6- - r - SECTION 2 SCALE" 3/e' - ©II�DR (� `"\•-1- I 1 WEE- OM_lFE .S6Fi'? S.TOPM.P6Nl.iS:S9A INS7N.Wt2ti -: � 1 UrE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) � �Af OR AS AN INTERIOR PANEL- (ANY PANEL LOCATION W BETWEEN END PANELS). 8 Iy.7W DunDw oFE I)RlNtls Pt LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGUIIR PANELS Ni w Mont I) (W/ OR W/O REG" TRACES.) 2. LIFE SAFETY STORM PANEL CONSISTS Or DD39' GAVANUED ME- STORM PANEL AS SECTION B-B PER COMPONENTQ , SHEET 2 Or DRAWING SCALE 3/32"-i• THIS PANEL ALLOWS ITSELF TO RE REMOVE➢ OR INSTALLED FROM THE ASIDE OF STRUCTURE. 3 LIFE SAFETY P REOLARES TOP TRACK TO BL CUMPONENT�k BOTTOM TRACK t0 BE CowPONE AS PER SHEET 2 OF THIS DRAWING,.•••.,,••,/q ''•. Y FLOOR FOIOW'NG SECTIONS 1 Cowpw-NT RE INSTALLED WALL DR MOUNTED ♦ 4T v .•' 2 ON THIS SHEET, AS WELL AS DETAILS I k 2 ON SHIP u, \CEASE ``�Q'.• FLORIDA BUILDING CODE (High Velocity Murrlcan• Zone v s' u:n LENGTH FOR COMPONENT R t ® - - 0. * - Mo. ANCHOR SPACING FOR COMPONENT ®ANEnORAG( At BOTTOM 4 GIVEN ON N * : 20 GAGE GALVANIZED STEEL STORM PANEL �, SCHEDULES 1 k 2, SHEET 14. _ r,; * , � COMPONENT ® MAY BE PERMANLNT OR REMMABI E. ATE �- ^ -- - m /7MOT GLOBAL PROTECTION PRODUCTS, LLC. SEE DETAILS rt1R IN51µlAt10N INTO WOOD FRAME BUILDINGS ON SIIEIT t5 '�, 'AO OR10''• •rr J�IL ECO NC °"C f-'•,• � I F40o sW 51 STIR' ,' _1 ,r F` " " 'L•H(% run "iflo !'r«mr a RO carARY oAMc rL ut E SEE SHEET 4 FOR OETAL APPLICABLE TO THE WCCSSITV FOR THE iWALLAT'ON Or F,SS OVAL r wan NONE. IYSFIeW-n.s. FA4 (Is.NeY-47S1 20-176 ' / SPACERS AT TRACKS INSTALLED AOMCENT AND BEYOND TO STUCCO/WOW, 6AND5. '•-- (s.1 m. rv"'e Fllll 11/11 W 1� U Y _. RE �n ""11 nLP I Pr _ _ -. A menu *IN r .4 ►.1•AXIMVM_A,5.D. D %0__PRL%1URE RATING (D,s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH L" SCHEDULE NALLID ONLY FOR PANELS! �h A61 WISTALLATb16 AS PFR SECTIONS. , rHAT, to. Om 91ECTS 4. S A AT AAe.0. �wRMF�� Me - a P LIU-y► ro CCT1O.6 !�+fit) I r{Mw sEPARAON I cOIeRIAtICI EKE sECIOM) rc aw6: calNonKN 4A or THEM 44e.5, -72.0 7'-5' DR LOS 2 •/•' U4ano I , THRU 5 A 7 .55-5. -71.0 17'-V TO W-W MR, 7 3/4' _ UNBOLTED 1 TIRu IF • 7 - _ .36.0. -7Etl >e'-i To il'-11 MRL 2 1/2' • pj�p p R�p,toH -_. e .-.- 1430. -.0.0 12'-4• OR LESS J ,/2' , e4R00+ERi//f ! e • 10 • HOUND W/ 51 II S • ITN:~ A, OY„4,4P ♦ NIAERGM a PAII, MAXIM.IlM.A.S,O,�E5IGLL._P SSlRE-WING (R•z.f.) ANQ CORRESPONDItjG MAXIMUM-AN-CHQR SPACING- SCHEDULEPPA&CIP G P _f9A.-EGU�STORM__MNJE..L,S_f_LXA $TA1MLATIQNS TNT -EXIS IHG- CONCRETEACCONCRETE �IRNK-SIRUCIUMIQ ICI M (VALID ONLY FOR PANELSMAI 6A)INSTALLATIONS AS PER SECTIONS 1 TNRU 7. ON SHEETS 4 A 51 4MAVv AS D MAXIMUM ANCORS `PACING CDR ED - 3 1/3' " I MSOn tYCbl T�"--6---.. cF TN -OAP ---.-T-`T6-' OAR-! __---"T--}n_._ PNi1AAY1E FlSWE ! 1 NC PµQWT[ nU3 � r--nc"- APq.,u$E 10 3FCI,DNSW ! uw rrua •w. A,ARMW RAMI. 1 IsurmN 1• !e1 I/4• I0.. s/e• LONG WASS wwwc w/ 1/4•e-7W IS MS r 4 1/4. O.C. FOR RAND LENGTHS LP to 5--0' AND a 1/4' O.0 roe LILAC" IP ID a-4- MP. DR !,4- t0 I•AMI MATE FFMN2 D OR PANIUMTE PLUS • . I t2 tl2' 0 C w 1 '12. w 17MUDCD PCNXON 10 HIEADF. FOR ALL IrNGTM N ''-e' Me. i I -- I SEE SCHIFIDNLE I 1 F ' 1 1 1 IIFKy N,°U I � I 1 1 I I L 1 i ON SIw e6 } r FO; � _ 1 1I 1/4. Ia.. J e• LONG Most elrsrrFo /1' O.0 I 1/IY-21W s3 rS. • 6 1/1'- IOII PANEL LEND" Lr To s•-D• .DUD . O C FOR LE -W 11P TO 4•-4' Mw TN' run a',IN" -I, FOWLS Et PAwn-n nus a 17 1/1. 0 c. "TN I j 1/2• MIT THREADED PvormTow AT WMIDT" or IDOETTNG WOOD WAIT TaN .. -_._ .. ML TENCM5 UP IO W-A' Mm QIRECj�1Q.ULrTIHS�JNSTALLATION ALTE6tlI> IYE-A- Yf INSTALLATION DETAILS FOR REGULAR PANELS_ 1; &jA INTO EXISTING WOOD STRUCTURES 1 I 1/4v re welds ! 4' u • I ', 4 r R" ._I c I "i/'i-�S�P�A/371'OLRrEsiC 1 II ._ Yr INin•Yoc 10 -. _._- I co N(10°dwwe•"I" I I J MOm KdOIR t - IROURD 1 N•or �` ALTERNATIVE , W ALTERNATIVE 2W 1 l I ME 9- s DN SHEET e TOR Mn I - STNMI,ON I to UIAM zwu- EVERY' j I EO to 1 I) EO: tsy; - Imo Hen I I 4 aM. .eA ITN •roc _.._---4---- - - 1 ALTERNATIVE 3N ALTERNATIVE 4W Y,.• Run I e uo.on.O Curt SOLE 3/6.•• SiA1 3/11.1- RrauxD I ALTERNATIVE WOOD FRAME CONDITIONS NY ANCHOR LOCATIONS .•..K .,w,..,4r ..n ,e•MA.1 4�4wU NOTE SHU"ER IRAc.SS 401 ;`K)w'11 1r1P FINJATV ' ti4IFS: aY�t+p TILE%jam', I /, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS,�V� P TO +55,5, -72.0 PSF AND PANEL'S LENGTH UP TO B'.a" 3� ¢';•'v UGENSF •. _ 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 10 BE SOUTHERN = 16 L PINE NO. 2, W/ SPECIFIC DENSITY OF O55 OR EQUAL ND•' .* p NOTE fQQ QDM6INATION of SLL �'-:. _ ,a:,• St E Of `;-r'k�# TOP k Bottom MOIJN71NGS CAN BE -'s,A�,•FL R,O. '-WJ j COMBINED IN ANY WAY TO SUIT ANT'SSI ,1,L-�'?� INSTALLATION 101111111 STUDS a EVERY OVERLAP (12 ,/2" DC) TO HOLD PANEL I i - ( SEE SR �WTERIOR PANEL END PANEL ® aR I�.T;' - SC/1 OR NOR FORA p1 L 1 ANCHOR ANCHOR OR DIRECT MOUNT SPACNG SPACING _ DETAIL -.I- : WALL_ MOUNIINSE-th PLICABLE TQ�CHEDULE _]) �AXLMUM A.�.i)_QESIGN PIES _BAIINSE_1�.�.f1BNO CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIQNSINTO CONCRETE & CQKETE BLOCK STRUCTURES S.QUDUIF 4 1 (1181_WAL, MOUNT, 1QND ?QNS.. TOP A ArQn. W,'. E-D. __.Y.,1_L'2_ c:n7o vnrn we I 20 GAGE GALVANIZED STEEL STORM PANEL I ° '^ I L I E C O GLOBAL PROTECTION PRODUCTS, LLC. Q /A/IOA INa eeao s.r 51 SruET 20-176 G r- .. • cR41wcrAlNo . AIRY oAYc ^ I.M P. e. NR. .I- ..eelA N A," -75tl, fM (*En),s4-RNe} aA. ---- ---- a "O nol7,. RF.7p A lllEl7 A. R.[ ALTERNATE LOCATION AT END PANEL S'1110S O EVERT - OVERLAP (12 1/2. 0. C.) I TO HOLD P 5/6' MIT (CA% I) 3• Min (CASE R) I 1fj O r ! _1_ 1 +( 11 I) 1/4BCE $11 am I �--•NTERIOR PANEL 1---END PANEL Igp)OR DIY-• '• SCHEME {' SCHEDULE 3' ^••- /2 FOR l2 FOR )' MR. ANCHOR M ANCHOR SPACING SPACING __..--._._. 1'-3" Mm Y.._--.. _... .__ DETAIL_ Z ; FLQQR-MMQUNILHG INSTALLATION (APPAICADU TO SCHEDULE -2) SCALE: 3/16' - I' MAXIMUM A.S.D.-QE5LW PRESSURE RATING s.i.) ANIZ._CQRRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE IEEPLL(ABLL ON1 TJD i010NIL l.k�.. MD)SIJJ.➢.SL?.+i 18E_29MII STORM..-PAHL. SYSTEM Q"L. SIKEl. LL w.clTn,M ASS UPCOI O u•-DIP CNA-N PNi1WR ,OWE 0 mmumut Ia:Ns APP.R/Y[ NO SON SEC"" F A AIAIRYUM PARE. /D WIIOI[R MOCK TQ CONCRETE [tWCRn ,tob .� 70 CONCIEi[ IcORC KIS BLMA TO CONCRETE CORo Tt KOC. 10 tLWCRFR -.. ... COACUTt BLOCK PILSS.or RATING ' At • C°IaNA*N OF THEM rE7Fm1<'L•(n.1 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A I A 2 (TOP) .55.0. -720 9• T 9• 9' 9' 9' B• 9' 9" 9• I (110TToM) S'-0' WH LE55 6' N/A N/A N/A 6' N/A 6' N/A 6• N/A 1 k 2 (10r•) i .55.0 -72.0 9• 5' __ 9' _ e' 9' 7 1/2' 9` 9' D' _ r _ 1 (BOTTOM) A5''-O' TO 7'-6' (TpP) -Mud A 2-Mud A 2• 2 . _MJU_FLO9"OUN1.L0NDDIGN5 AT BOIIDLL_M', l.D.._x_i_ %T - MAMMA "a t1f51211 PRESSURE AsIING .f LAM r t6Ra • STUB• W FROM w D, RARE) ,Alt E ISM • r- Inv TOR a N41) APPUCASLE 10 SECTONS / ! SE COVBINA}ILA• THEM mkxwuM PANEIt LENGTH "L' (It, _ --_--_ A cCONCRETEOr O . 49.2 -61.5 1• y 4 1/2- 4 1/2- 2 (BOTTOM) 7'-6' OR LESS .52.6 -66.0 3' 3" 4• 4' 2 (Bottom) 7'-G' OR LESS .550 -72.0 2 1/2- 2 1/2' - -4' 3 ,/2` 2 (BOTTOM) 7'-B' OR LESS 2 1/2- N/A N/A 2 (BOTTOM) TO 6'-O• 155.0 N A N A / / ~- s' S' 2 (BOTTOM) _71-6• 7' i - 6 0 E' e' M+1eMA .3D IItl14R b'.LMon I,d Pwp tdGnl flllw.TlP. m lAATS PAYLt L =,. .65.o, -72tt r-4- 7 3f.. w.aNO SEE SHEET 15 ION ANC.4ONF IYPI A SRACYO ITCH NSTAUAO)NS INTO w000 FRAME 91RONG YNIYw ANCHOR WM'NGS AND MNAW TINE ART ' I o On 1H FED C 04 C MA-M [ 4 .O•[IHAE NON C.O LESS THIN NKI IN, K MIORM RECTOR rMC1F0R SS OPE 6Y le1 r In PO UDIESPAC1 r1DR.I ON Sow^HIIC AV THIS OKRAtIIMN la K POSSHRt RNLrFACT REDUCILD SPACJIIG T 11 SNALAL UT 119Nr FACTOR OWL E LESS n+,w WMWN SIVL•A IT HO C nNOERaEa FOR EACH ANCHoe TYRE A ANC4OM TtcEw. 'All � P rARaNR 74`0Awn PAm1NAn S MIT AICP ePeoRa At 3 3 _ 31 ) 7 IA - ue MrH a In 4 A I ILL CA INK OMMM RV MI No.44167 ': ;a. q'. • W PA2o IAttco, INC LS,SjMrc Imo_ I�1 N C PE' SEµ/MCIANIR/GIFT U-0p05't,4 t nI A 7n In NA P FLORIDA BUILDING CODE (High Velocity NorrIcon# Zone 20 GAGE GALVANIZED STEEL STORM PANEL DIw1+,,, GLOBAL PROTECTION PRODUCTS, LLC. p1/a/nAo n.n .ton s.W 31 Sle[[I cMYW. FL wl' 70-176 Ic.,L (Is4)•N-7445. INC. 14Hp5Y -610> 4N, FPANM n WEE" 4 OF M MAKIM.�Ilr1_ A,S��.�F•SLGN PSESS_�E__RATING U2,14-d-AND CORRESPONDING MAXIMUM ANCyQg SPI3CING SCHEDULE FOR REGULAR .$ RM_p.LNELS j) & (fir) INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES IVALm ONLY FOR PANEL$ G)! & INSTALIATIONT AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 A 5) MAR RRIy MAXANCHORS SPACINGFOR Ell. - 3 1/r " n . D DEslow Two" CrTATAP-OW -OLA-N CI FANELMAN iTL14IE O T PAIKLWR RVS _ BOLA ]ET IP•LID1512 t0 tiY I ! MAIMUPWIN PANEL PRESSURE MOwG (P • 1.) TO CONCAM To CO CRM Ta CONCRETE I CCCR[R KOCK TO CONCRETE CONCRETE BLOCK To CONCRETE CONCRETE LLOCA �- to cowerrr. TO CONCRE}E BLOM 10 CONCRETE ro CONCRETE KDOF CO IN ANY DOIIIIMT,ON or THEM 12A1GM i• lR•) 6` N/A N/A N/A 6' N/A 6• N/A v N/A N/A N/A 1 (Fop) 6" 4- N/A N/A _ 6` e' 6' 6' p• 6' N/A N/A I (BOTTOM) 6' N/A� _ N/A N/A 6' N/A 6` N/A 6' N/A N/A N/A 2 (TOP) 6" I N/A N/A N/A 6' N/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) HMS. -72.0 6' N/A N/A N/A B' N/A 6" N/A 6' N/A N/A N/A 3 A 4 (TOP) >T-5' TO W-8' DR LESS -•e --.__ ;,-. - ._N/A _ N/A - . 6' 6' 6' 6' 6' 6' N/A N/A 3 (NOTTOm) 6' N/A N/A N/A 6" N/A r N/A 6' N/A N/A N/A- 7 (TOP) m B' 4• N/A N/A 6• 6' 6' 6' 6- 6' 1 N/A N/A 4 A 7 (BOTTOM) N/A N/A 12--1/2- 6 1/4- 12 1/2' 6 1/4• 6 1/4• 6 1/4' 6 1/4'~ 6 1/4, N/A N/A 5 (TOP/B07TOM) 50.0, -51.3 N/A N/A 12 I/r 6 1/4' 12 /2' 6 1/4' 6 1/4' 6 1/4' 6 1/4• 6 1/4- N/A N/A 6 (TOP/BOTTOM) '-6' TO IV-2- SS.O, -72.0 N/A N/A 6 1/4• N/A 6 1/4- N/A 5 1/4, 6 1/4' 6 1/4- 6 1/4- N/A N/A 0 (TOP/BOTTOM) '-B' TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' 6 ,/4, 6 1/4• 6 1/4• B. 9. 10 (TOP) 143.5. -48.0 6` ♦ N/A N/A N/A N/A N/A N/A 8' 6' 6 1/*- 6 1/4' 6 (BOTTOM) OR LESS 6' 4" N/A N/A N/A N/A N/A N/A 5' 6' 6 1/4' 6 1/4' 9 (BOTIOY) 12•_4. OR LESS N/A N/A N/A N/A A/A N/A N/A N/A 6 I/4' 6 1/4'- 6 1/4' 6 1/4' 10 (Bo7roM) SI:L SHIET5 10, 11 AND 12 r0A ANCI°RS 1TPE A SPICING FUR MSIALLAtNINS INTO 41OCD FRAME PALO" wNNUw M{Hox SPACMaS AND MNtmw EDGE DISTANCE ARE ,IDIV•TTU ON nw SCHEDULE TOR Co. LES THAN NDITAICD ON SC•HO)VUE PEOUC. ANCHOR SPACRMC BY WEPPLTING WACW. SNOWN ON SOIEOUIE 0T w rOULCRING FACTOR[. FOIL D.a OPERATION to BE POSIMPLE, REDUCEO S IFK, 0117.40 L6.0 �ACION lIIALL NOT K LLSS IN* MMRMLRI SPACING NOCATD FOR EACH ANCHOR TYPE AT RNC.FORS .EGEND. AIOO TT96 1/.•. wCON Ile. 0111-11 1/.•. a 1/4•e °-MN'a 1/.•. lu_w 1/:. IAA-tCl - - - 1•. N"7AR IFRc4a IAL) J ] -- J J - f to s _'•nWIwrANo �MMNY P.) -.. N•IRNd o....r AT•s -,-- l - - l -- ) 11 A ,/t 3 I/I . it AIMILPJ INK I ►A-9T 011 2 m 3OR - ='�P�� VCENSF/1p1, No. 14167 *; Ar _ �'. ST If (, IT, fZ L �x sS/0 N rJA,IINII"""k I SLAU,05110"WUNICAVVE FLORIDA BUILDING CODE (High Ve1oc11 NLP,Icor. Zone .am ILVM. W. I 20 GAGE GALVANIZED STEEL STORY PANEL f0 olMwn m. GLOBAL PROTECTION PRODUCTS, LLC. p1/M n1m 1 LEE C O INC �. .Wa SN m STRUT Sk'R-No�eiwelN-"it •:Rio eowANY D-V. 1454)W 7n...7Ja,. 20-t78 aA nl.rr 4AI,RrA n 1 1. r11DNE. 61A FAA. (W.,Mto-tn1 rl,i-. UeO IN-,W nr Irq m MI CA- 0m6719 MR WAtro A TAW A., FC 4141]-1u Aw WCI Y ON ie MI INSTALLATION DETAILS -.-FOR _R.EWLAR_PANEUf� INTO EXISTING WOOD 'RUCTURES " V4-10 PANEIAMTE PLUS ' 14-IO PARSAAtE P1A15 1,-10 PAHCIWT[ PLU5 .5 +/4' OC, W/ 1 7/8' i 1//4• Dc. M/ 1 7/0' -.. 6 I/.• OC W/ , 7/6' THREADED PEN[1RATION To TNR[WEo PRdTRla10N TD MOOD HEADER I T1e1EA0ED PENETIMTION r0 ... 'f N ; -. N W000 FADER ..� NFAC)FA CK611N6 WORD HEADER MO>_1Rf� EAISTNNG EXISTING WDoo � �' i 1 I 7/s. 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StA0GEM0cmo SCOM a - 6' Wj 51UD W , N`V" wN 1NaADE➢ Pr)RTRAtION 1 DIRECT MOUNTING INSTALLATION AT ROGROTH OF PIATT ALTERNATIVE 8W DIRECj MQUNT / WALL M ?NTING INSTALLATION DIRECT MOUNT / WALL MOUNTING INSTALLATION uAlr 3/e-,• ALTERNATIVE 9W ALTERNATLYE_IQW srAF i/A-1• NOTES: 1. 1, INSTALLATIONS FOR µ 11ANATIVES BIN, 9W k IOW ONLY VALID FOR BUILDINGS WrTH AS.O DESIGN WADS UP 10 +43,8, -46.0 P.I,t, AND PANEL'S LENGTH UP TO 12'-4' 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, w/ SPECIFIC DENSITY OF 0 55 OR EQUAL, NOTE. FOR GOMBINATpN OF SECIbN TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION zy>p.\GENSe No. 416 } *7 *. E •o'. Situ OT'- '"IINI IIpn11 LEI W./BGYMTLw[JTMI[ FLORIDA BUILDING CODE (High Velocity Hurricane Zone 20 GAGE GALVANIZED STEEL STORM PANEL I DRAM" w GLOBAL PROTECTION . PRO DUCTS, LLC.IL ECO... uwo sr s, w.r.tt EwHtaw. 7:01. >M, 1 1. 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M3. r Oc oA ILHIAI.F a ALTERNATIVE W f-RAME CONDITIONS N!e_A CCHOR LOCATIONS 1/4-0 20 P, Us a C E 1 PAELMID NUS • 5. 00 N/ ,/Y wln -0 WALL 3n• • ,• TH,wAnn PrMLTRAIgw Io [K LNG Waco rUn TOR WALL MOUNTING INSTALLATION waif sm,T[N IRMKS N01 MOrN , „NIIIIII,II„ 'P CENe'H _A TFRNATM_LW ��p.•'��GENSE • 7 No.A FLORIDA BUILDING CODE )1i h Velocity Hurricane Zone ek mnro. IN, 20 GAGE GALVANIZED STEEL STORM PANEL N, I�M&IAL,Al KCl ARE ONLY WID FOR 64ALCW.S WON Aso OCVGN .OADS W TO 1555. -72,0 00 AND PANEL'S LENGTH ,A TO If'-C j q-•• $T' It OF e4I t - ` 9 -•. F[ R(0 ,. -- --- -1•\ '- GLOBAL PROTECTION PRODUCTS, L.I.C. \R O INC. p7/Se/EoTo art. 2 FOR NCW Rg00 FRAME CCN51wUCRE ROM WOMQIKPs 10 BC SOUTHERN"c PIN! N. 2, W" S"Cwc OE.Sm Or a 53 DR CovAt. S(• ' •A` {- Y cP,// ",,'Hann • S.• t •. MINK, Sr, 51 CART o • r"'N[ER'.6 COMPANY eve_ M. 3731. NNNN4E I'MO R". "OMwi Rr" n}m __ ^ nw)ew-I5a5 rA. 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I r'- 1 DI I I 1 I I �Y Il- V• C.D• ,. 4-4�_;:_�`_-_, (1 W/ '32' WING NUT WASHER - ,IRWELMA7E.L05 . �11-10.9 PANELNATE RUA w/ " / 6 1/1. O.C. n•. )/]1• (BEYOND) WAYG NOl WA51[A NIOTEOONCRCOCCBLoc% OR CONCRETE PCK REOLARED REQUIRED WALL MOUNTING INSTALLATIO SECTION SA 'WALL MOUNTI('!Sc_,JNSTALLA7ION SECTION 5B O REGULAR PANEL SCALE .1,/6'�1' O LIFE SAFETY "'ll.1..".11"N `,LOLL 3,18'-: PANEL A 1 R•W ANCHORS 1,Pf A EE 6K6T e A 20 AmmR 11FE. ,/s TAAUIRI 1/4. 9PAGRIG i0R IN9TAWIY)M4 IN1O WOOD 1.-- ] 3 --- 1 -•.] - mAll IAg0e10. MCGECA TAFTEKI 31•Kn10, AND w" 3noE D Ala ITT" Cw 1.In a 2 w (N ---_ __ Le. AWILT Gn^w P) ;;;; I c Im THIN, SCMDMD ROTE E AlSf SP AdK Tro OK x.1DLIRL MDIKE ANCHOR SPA'PID T I SHOWN ON STHIFIIAi N.r,W IOIrx4 Dr (w) ] �/� AQlll EY IAOIM BY IIIFOL OW4 F BY kv Fa1.?a K iK *-LCORS FOR THIS opuWhol ION la F 0.ZSIU- -- ' va• ,l ' TOQ SMA SPACel6 OWANA Ut.r: FILTOR RNA NOT F LaIS ybYUY SPAtwG NCHII ] I/]• _ , _ AN FOR EACH s1pgR TYPE ON Iw5 SC11[DLu ]• W I a - l '/I- - .r`�Sr A:.T!L(/j rs��' �,VCENSF•• ✓-f No. 44 167 •'• * . I- L W4`- ONAL _,L, c t) 'rNNN.HNI / PI. MX/9LNAIINC/MTr - ._- FLORIDA BUILDING CODN( h Velocity Y Hurricane Zon • rmN 20 GAGE GALVANIZED STEEL STORM PANEL L'IA.II rP -._._--- _. __ - /7e 3w I ` GLOBAL PROTECTION PRODUCTS, EC10N 00 LLC. IL E� C O ENS ` rrz cnN6 • wo-fir- x�K. I, It n «, r rA 1.FOUL YA.WA w n'r PHONc tau 20-176 uFn_-,u• .. Llrl N•-Tyr 11eP-]54a TALI (91,Hs eA) " m rwa w fA-UDp4T 10 ___ wN.IICA A "It N,I PC ar-_•-',!! W[i ,. M a -1nn-'•,,+ nW W 'r^- _ = C) L_ L L C-)^ O W 0- (13 Q_ � -) Q� U) (1) �_n, W :3 -0 C) Cu O (10 -L cn C O Q - - O 3 M O •.- U_ "_ M CJ � _` C r- M -- .-/'� .� �� VJ u .q IAA p r14 IT r INSTALLATION DETAILS_E9R..OPTQN_42 FOR LIFE SAFETY STOW-P-ANEL SYSTEIr! LNSTAEEATION TAILS .FOR OPTIQII_ 2 FOR LIFE SAFETY STORMLPANEL SYSTEM GENERAL NOTES• VlLlil.7.1{AN. STORY PANEL MTI-u INTO EXICTIIJG W00D CTDI I/"TURES INTO _FX ST�1� �yQQQ_ STRUCTURES E-z HANG $(OILY PANEL SHOWN ON T1gS PRODUCT EVALLATION DOCUMENT (P,E.D) HAS BEEN VERIFIED FOR COMPLIANCE IN Olt MINIMUM EMBEDMENT OF iMCON ANtH AND PANE/MA'e TIRO E ID A PANEL4ATE PLUS NO CONCRETE Cr - �I .l.L �Il']SGSG. I . 1. , -- I ( - ACCORDANCE WITH TNC 2020 (7lh U00N) OF THE FLORIDA BURIXNG CODE, BLOCK MOLT BE t 1/A' ' I; h OF.SIGN WIND LON)5 >HNl BE DETERMINED AS PER SFCROh 16200E THE ABOVE MENTIONED CODE, R.2I MPINLW (MAfD4fMT OF t/I'. X //8' CALK -IN ANCHORS SHALL F IS 7/8' Wr0 CUNLTIRE. �\, r- -. _ _ _-.__ FOR A I WOOD MAOCR y1rr , IQApTR Waar1 MEAGER wO U H(ADEN ' FOR A OURREECi IGNAUTY FACIORRKtl.0.651l1SIHG ASCE 7- 6HAAID SMALL NOT EXCEED WILL MAXIMUM HALT D) I 1E I p' 35 SIDEWALK BOLTS USED RSHAII BE LONGC UGH SHOULD ANY PMISH 4ATEl0AL C%IST 10 -p IWIXIwED �• 4.i'J1AR1D ItEOVWCc `720UMF0 �. I' SPEED ( ) i;I _ _ 1/{Y TAPCON 1 8' OL'. --1 - I 1/{'9 IWCON O e' O.C. DESIGN PRESSURE PATMICS INDICATED ON SHEETS 25 Q 26. ENGAGE }/1• INTO ANCHORS. 0 W •'T- (/•Y APCOM • e' O.0 1 - 1 4'. lAfCf1N / e' O.0 r ,, ,/A•. tAFCON / 6. OC Y I t/A. IAPCOA / •• O.C. '' i ._.. W/1 1 1- MN. T1r1EADE0 'p _14/1 1/2' MIN THREADED IN ORDER TO VEfnFY THE ABOVE CONORION, ULTIMATE DESIGN vnNO TOADS DRERYINFD PCR ASGE 7-18 T_ W(, I/7' Ali .Dan iHan 0 r 1 / W/1 T YIN. MRFAOED W/1 I/7' AN THREADED W/I 112' YIN 'HAEKYD ri PiMTRA110N AT wool' pEN(1RATION Al WOOD SMALL BE FIRST RLDLICCD TO RSA. DESIGN WIND LOADSeY MUL17PLYM THEY BY 01 IN ORDER TO B.3) IN CM THAT PRECAST STONE. 0R PRECAST CONCRETE PANELS BE FOUND WI THE EXISTING W41 --• ,I .IFM./DER imN AI WOOD HEADER IbN AT lippD �RM1gN AT MOM ' 11 I � 1qN AT MOOD i HEADER (LEADER f0 COMPARE THESE N( VAX. (AS. D) DC34K PRESSURE RATINGS NDCATED ON SHIFTS 25 A 28. ANCHORS SHALE BC LONG E7r000N TO RFJEG7( THE AWN 5'AUCT'JRF qE HIND SUCH PANELS ANCHORAGE = 11, ! .y 1 1. I I _ 1 I IN ORDER '0 VERIFY THAT COMPONENTS AND ANCHORS ON THIS, P.E.D. AS TESTED WERE NOT OVEP STRESSED. A 3Jx NNCRFA.Sf SHALL Of AS MENTIONED ,N B.I) AND RI B.7) V m x r I : r•¢ "- ...... I . •LEI • <'F.cl34 - 1/7' 1/•. ' I Le 1/4• t..M� '/2' 11/•• I '/2' i t/i i I,Y I ,//- 1��, I/2• , 1/4• IN ALLOWABLE 5TRE5S FOR WI-40 LOADS WAS Wn USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HA5 BEEN LA- (3. I 1 .M. 1 j I ' Ym. ! IT Ypa,. i t!'.' wh _, _ ya. _ 1.. ., ._ ___.__ MINI. WCRMINEO N ACCORDANCE WITH N.DS ZO1 (C) ANCHORS SHALE BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS LOUD SPECIFICATIONS OF THE ANCHORS '� 1 E H MNUFACTUREW 0 CO O 1 T w _--_ t. I i WOOD NCADfP - I ' WOOD HEADER %STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VEIL FLED IN ACCORDANCE WITH SECTION 1626 OF CV 1= �H1 t (,Y, R 1 REUUIRED _ -_ I !�, REOUREO - / f�, THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPW / 2032. AS PROTOCOLS TAS-201, IT R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEF4FY THE SOUNDNESS OF THE STRUCTURE WANE SHUrrER In � T _- .._.� 1,y' __1 - Ey { LILY.___. .�.��,.�_I _�-1,., .- 'lFJ { _ �JM. tA5-707 AND TAS-70}. 15 T ARACHt'D TO INSURE rROPFR AVC .THIS SHUTTER SFIALL ONLY ATTACHED iD CONCRRE, &OCK Q ••�� °� Y I t �j . iuk, L...__-. EL1NT I S. ...I I, I LOir ; _I fONT 1 UTO n115 SYSTEM IK5 BEEN OF.SIGHE7) 10 Bfi eISTALLED ON THE OUfSllx OF THE OPE'HNG ACCfSSNG THE OPENNG rpOM tt1E OR FRAME BORINGS �) INSIDE W O ME USE OP A LADDER OR LIFT THIS APPi IEA7loN 15 VALID WHEN ,F15tAtiAl*F, IS INTENDED TO Br PERFORMED t ME INSTALLATION CONTRACTOR IS TO SIN./CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS QI a - 1. II j 1 1 I a - {,� FROM n2 nIS1UE 41 STRUCTURE. 2 IE Ij CONTACT WITH THE BUn-DNG 10 PREVENT WtNO/RNN INTRUSKA CAULK AND SEAL SHUTTER TRACKS KI MOUND FULL � L fAISiM+G l- '~m FFtWAAG-' -,0 owW IY.. llMriV, LENG1/1 d O ✓_ Q ; l' Ala. GLASS '--All (fQ 3o�¢a 1• A �`• (el a,REAA[ - IO NAm ]. SERIES 1000 NSTALATION IS APPLICABLE TO SINGLE' AND COOKIE MORE, STYLE WINDOWS WHEN INSTAIATION 'S REQUIRtO ILA OLCTI(•-a - .�I PAMEL LENGTH a wen ,n I PANEL LINCIN ON S.at, .H 1� ° � PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMMIT WITH SPECS INDICATED IN THIS DRAWING rLUS ANY IAAt De,C AND 20N,NG 3 - l' Ya,. I IS12 NOTE , BLLOWI PANEL LINDEN (8Ct NOTE I BELOW) i 1• Max. - f]f61MK I Oh 1DI¢T 14 I REGUI AtgA1S PROVIDED [fY TILE JVNiSpiC LION WHERE PERMIT IS APPLIED T0. 07 � PANEL LEIKRH /. SEJRLS 2000 INSthii IION IS NTH 7 G GUTA10 '•I f3►AIeIION •"l9arPcicaas� _ (SCC NOTE , eki CRT Wnro CLARIF O.I O'er i- Yo.. INSTMIAIION IS R[Ol.IMED TO Or PERFORMED FROM THE INSIDE OF STRUCTURE 14. AT" WINDOWS AND OOORS, INC. E - Z HANG STORM PANEL SYSTEM•- 15 PATIENT Pa.OBC -I 1D qAp '�T (SEE NOTE 1 BELOW) ERRWFG J 'L' 4na. APPLICABLE 10 SINGLE AND DOUBLE MIME AND (iOiRlOHIA SIibFRS S7YLF WINING WNEH L„3 C2 Cn Ct/Af IY 1m I �u -' W l..T I (a War li) (SEE NOTE I U.OwI / "k PANEL LENGTH UwNu4 EXTRUSIOA]5 TO BE 8061-T6 ALLOY AND `fMPF�1 UNLESS OTHERWISE NOTED) ) (PLC D 4 wYi 14) 1(L•R-2At• 1 L I wl wlCi ,H - I ._20KT- i _.: _ _ 1 I E7J5TIEIG (,.•W-20.1• (SET' NOTE I RlOW) 5 6I .(= _- ' S.1 Y.E. 11 TII - S5 YS W '- _ • . .1J B• /Y 1 Al A 5 (O tH15 PRODUCT EVAU•NT10N DOCUMENT PPFPAp[D BY Tntj ENGNEER IS OENEAK, AND DOES NUT PRU.'IOI' d•' .-� . t :\ f_ ..1 _. r' I A i r-� -- I Gt/SS S A. . 3/]2. L 1. AVyNU4 SHEET METAL USED Al CLOSURES $WALL HAVE 3105-NI. ALLOY. (h) CON�,WMrORNTO BEARESPONSIBLEMFO OJ FCt)I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PE.O (/7 I-- 7n'.Aau' ) r.3a2 FEW .• WING NOT _ NG NU1 _ , B AL 't:... ' E' T' j JSELECTION.PURCHASE AND INSTALLATION INCLUDING LW[ SAFETY OF r0 _ ). ALL STEEL SHEET META PANELS SHAL1 HAVE STRUCTURAL QUALITY STM_ ASTM A-853 GRAO:_ 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLO PROVIDED HE/Slit DOES NOT DEVIATE FROM THE CONDITIONS OFIALLED ON . U i 1, -� I ; , A•A FAIKT]N '� `. -.4.. I � I DESIGNATION W/ry- 58.5 ka; (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFELY At S(IF IS THE CON'RACTOR'S RESPONSIBWTY. 1 MIN TI(ACWEC i , PENETRATION AT - I , 8 ALLSCREW$ TO BE STAINLESS STIR 304 OR 316 ASS, SERIES OR CORROSION RESISTANT COATED CA3]HON MEE1 AS PER DIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL I* CONSIDERED INVALD IF wo,ortED MIpnOTN M Pun 5001a W/ 50 bI YIELD STRENGTH AND 90 Ae, TENSILE STRENGTH AT SHALL COMPLY W/ FLORIDA OLMONU CODE SECTION 2411.J.3.A j I (gyp i ('Z I �- I I (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL •' (•G(P '�Jj , (1) 6- �.,, N BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR ASI 504 SERIES STAINLESS STEEL. WITH 36 Nu MINIMUM YIF]D STRENGTH 8ECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER -� _ -I---T I : I - L� I.ISE (IF THE PS D. ENGINEER OF RECORD, ACTING AS A DFLiGATEO ENGINEER TO THE P,E.D. ENGINEER, SHALL !--�i !A ' -_;,_ `T 11 ! 1°. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEMWT r0 iµ5 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW ^. i .I - , :�--I E>OSTMIC PQLEBC()'-- (•) THIS PFO SHALL BEAR 1NC (LATE AND ORIGINAL SfA AND SIGNATURE OF MF PROFESSIONAL ENGINEER OF I' - , . [0. t - ) 0 , a r -. _ ..-. 1/4'r TAPCDN ANCHORS A$ MANUFACTURED BY ITW BIRLDE%. INC (MN. fI.3192 D. R...) RECORD THAT PREPARED R :..-_ l.._._ I' I �,_ _. _ __._- _._ I .-7O43/IYS. Yd. W/ " 1 / r Q0.3 155, 4,5. W/ E0. , !?0 ,•' II',f E'- 1//• • % 7/e• CALK-N ANChLNR"'. A5 MANUFACi1:RC0 BY DEWAf NC (MIN 1'C+LOIN 0.aI--� CWl -- 4�i CWLI [0 IB•p3/37' WNf. HN ( ..) ) 18 510RM PA)CL NNIUFACTURER•5 (ABE1 SHALL BE LOCATED CN A READILY VlSlfllF LOCATION Al <TORM PANCI IN ');81 . 3/STY .nwc wU, "6'.. 3/32' W4(C 1--L..._-_-- 1 - )na.3/]7 WINO Nul 1 . _'I -'.L ' - �14- 10 PANEtMAIE FCAW.E ID a PANELMATE %.JS ANCHORS. AS MANtWAC7UIK0 BY ELGO CON5IMICI'KNI PROOUCT5.4EA 1 TI 1/2' O.0 EO E'0,�•� AC HENCE WRH 5EC110N 1709.8.3 f%' FI ORDDA BUeLDIHG COGC ONF IABCI SHILLl BC PLACED FOR EVEttr OPEiNNG 1IIASIeCR •11 I/7' O.e I Nln wASMfl (M,YI,10) I TION AT II6, CI C 21A41ER ( ) YA ' Y1000 PLATE I _ . _I + 7 6 r A !/a2 WMG y0i 2'.1' WOG(l PLATE 7/B 1 I(1'e.aS50 v R t) IABEUHf, t0 COMPLv WTTN SECTK]HN ,709 9.2 OI THE RORN)A RUILdN<: COOC/ • ILP'LO4 • •' OC .-Y 4_ 1. __.-- 1 I _ .�1 4'. 11PCa1 / e' oC I I r TAPCON / a• Or j/, I/Y YwTHREAD(C A1) MlµyU I EMBEDMENT OF TMCON ANCHORS INTO POURED CONCRETE SHUIN. K 1 ] 4• AND 2• FOE+ PµEWATE AGCL11[D M/ S1U0)ENDER / ' 'r 3 3/a2' MNO NUT FEM LE 10 k PANELMATE PLUS./(STACAEIIFD �VHRFADCO IOF II /2' YIN THKADEO d PLATEIF REQUINEO WASHER O B ,/1' 0C- REOWMD WASHER • (BEYOND) // //;44'CTRATTMI AT MIOODY. I Al P[NETRATgFIAf MOWIOTH .WOW IRA([ - 4' IT % , 14Allp PUTT OF PLATE ) A2) MNIMUM EMFlE1)4EN1 OF i/1'r W )/B' CALK -IN ANCHORS 'SHALL BE IS 7/e" INFO CONCRETE. NO E4BFUMEM INEO R[0 pr:WwFf; /T1-10 PANELIAn PLUS j14-10 PAIkL MATt PI US ANY FINISH MATERAL SMALL OF. PERMITTED y,A• wMo Pwt !,-.i' MOW PL.An . 6 1/a• tic r/1 )/6• / e ,(.• Oc w 1 7je" RtWA]rn Ww[U WALL MOUNTING INSTALLAI142i WALL MOUNTING ( // t/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SWOULD ANY FINISH MATERIAL EXIST TO ENGAGE 3,rt' NSIALLAILQN MN. UREA C0 PENETRATION ; MN. THREADED PO.ETPwT10N i ) AT MERAMTH OF Pun AT MIDWIT0TH Of P:An INTO ANCHORS. A.....,.,,.,NillrNr WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALIESNAILYE ZIW_4_.HEGULAR PANEL ALTERNATIVE 7BW I p A T/ ALTERNATIVE SAW w -"' "' O LIFE SAFETY PANEL `�tt...• .14;;,s, ALTERNATIVE 10 WALL MOUNTING INSTALLATION NTING NST A.,) RI EASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND OM ', E EXISTING WALL. OR p ✓ a O REGULAR PANEL O LIFE SAFETY PANEL KALE 3;6•_1` 1KAL1. IdQld I AIWI-QN FLOOR. WILORS SHALL SE LONG ENOUGH 10 REACH THE MAN STRUCTURE REMIND` SUCH PANELS. ANCHURACE SHALL a -1.'' V,\CEI ' 9 SCALE 3/B'-1' SCALE 3/A' .....I...Ny,M, I ALTERNATIVE BA A"00.IHMI....rr AIITEl�IIVE RAW BE AS MENTINED IN A. t} AND IN A2)� a F '. +,;F (A, TILL/J✓ 4 O REGULAR PANEL X,Tl � ? .!L(1/,4•� Q LIFE SAFETY L s No. 44167 �, .. ✓ (e) TOY4_CONCRETi tO A±LA MOIe �" '•.'9 ''': STALE J/6''' Q',• EN -'-9 '% SCALE 3/6',•,- =#C Is - P.' VGENSF 3: `�G Sf FLORIOA BUILDING CODE NI h Vnloc it Nurrlcane Zone *' FLORIDA BUILDING CODE (High Velocit NUT cone Zon• �.; �, i FLORIDA BUILDING CODE (High Velocil Hurricane Zon• ( 9 Y ) t I INSTALLATIONS Ali[ ONIV VALID FOR BUIL(NNGS WITH A,$ 0 OLSKM LOW' - 1/4' . TAPCON ANCHORS AS MANUFACTURED BI ITW OUILDCX. INC - uP To ,555. -720 PSF AND PANELS LLNCTN UP 10 e'-9' Artolt�4 - 12O29 I. -I. Nc rP �; _ 44167 IrIo10 mrzca flr. F.P. - 1/A' r x )/e- CAIJ(-IN ANCHORS- AS MANUFACTURED lF'r OEwALT INC (1'm.iSW p.A i.) - A. Y[` S u7oie 1lTiLO rM: FP N0.T * " 20 GAGE GALVANIZED STEEL STORM PANEL _ NO 20 GAGE GALVANIZED STEEL STORM PANEL _ OF:•,• i Of, 20 GAGE GALVANIZED STEEL STORM PANEL 7 TOTE MCA' WOW KWIC CONSTRUCTIJN. WOOD YfANKRa TU tR SOUTHERN 2 __ __..�._.�____ __ PA41N er_ ' INSTALLAT44S APC ONLY' VKID FOR 6AKDN0S WITH A SD DESIGN U,ALM,. L - : *-y,,,-,_-....-.- ..-... OIII.R( T. _ #14-10 PANELMATE. FENALC 0 AND PANELMATE TILLS ANCHORS. 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OR TOME. ,' I y ' � ^„ MUE A SEf TI F' L T 1 S'EDP)G A1A IKOVIROWENTS LP AF ,W' RAN V A nF 4fi WE',L AA I Mi I.TNRR. KN TO Z;_ OK A, %nl"IIN NAlK, •J•�: Lem aN C,(,7) 1 7oW '.ILRRi KSTALLA,IDM ,PC ON 61T 2� - M'I!T(t ^YAtKT' A mtaR[D wFrNK1 IRA .Fr»N.-.. OP HEADER W N Tsrs.nY.�_ AIJ1iBNAIIYE,.I o00 lop k 001T1M AKAA l7 CAN of r'oAeNN1D IN A, QNDETION ,! ANCHOR LQ'AT&N WAY !V SPAT A(r W(4,ALLA-1 JcALE; '/.' . I• I % . 'T,UY iNA,FT. NUT 5— *11" I'i AP!, . ._ _--'- r' a�P �tG ENS ' 9`'' No. 4 *• •*i -CI siAT of---" ' , y�•.FiD 0 f _ rc . L s AI„"' I �FF - '�P 'YALa TNKIrY.,C a•I / LAC SCREWS W P' D.0 TI I Nr.PER , 7 TINRIrD(D LTRAtXw to TX6PIT0 .AD11R FfEAptR 1//"e-2 . .• Y C+MI IL/ T/8 Di�37' We', NU • 7 OC 4 ,:. N14r1' SY_S �RV 1A CND OF ILL D[TA, 112. A - AWJ(r- . To AS I/rb20.x/4•M/. A, SCREW, , , AP IW / Mxi• y - _ j-- _ i 10 11 RELR , I 11 I N r at r;, 7 C 3 dme " yl fL � i 1 gg Ak I 33 1 d �3 � [ 1 • _ .-. jI l_ I I , _ f -, 1 /4•W T0.7/4' PAS. 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WAU•LA A SALY r [ rLPA ws.r W _ - 11_ ;t a Fe - _11--_- _ _ - - ___ GENLL,RAI --- NOTES __------'— _ --- --- _ I .(C) TO-1a3I1Y0 1E• OC3i V-_ OL)0 -:THIN.SP1C1t7�GBWDII_.G--.15i.YlY_4-15.s.YlY T SiDRM PANEL SHOWN ON PHIS PRODUCT EVALUATION DOCUMENT (II INS BEEN VERIFIED FOR COMPLIANCE IN ACCORDNICE - 1/4'e TAPCON MICICIRS, AS MANIA'ACIURED r t/ IN BWLDEX, INC, WITH ME 7020 (71h MnON) Or THE rLOMDA RUCCING CODE THIS STORM PANEL SNAIi NOT BE INS,ALIFD AT RICH - N14-10 PANELMATE FEMALE ID AMC PANE,LMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. YCLO IT HURRICANE ZONES (MIAM-OAK. / BRtPAARD COUNTIES). - 1/4"e LAC SCREWS PER N.D.S. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION ,Ro9 DF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 1/16•e . 5/B' WOW BUSHING. AS ESTRIBUTED BY AL1 POINT SCREW, BOLT r SPEC14LTY CO SPEEDP I ' N FOR A tR E T F TOR E OR PANEL R I. N' R R STORM L MU. DE NTTAIJ,EC AIIO 0 D E4 IONALTTY AG AS EDu fh E JURISDA Ip'1 N KO- , 7-I µ SMAI.R N x D N[ MAX7M1)M A50 DESIGN PRESSURE RATINGS INDICATED 0 SHEETS E 0e5 .SING A17, 6 U O f CCC ) AS T 1 1 " 'FUR CO PANf.14At PLUS 1 wNWl74 THREADED PENETRATION INTO WOW Ur APCON ANCHORS TVNALL BE ! AND 2 fl E C NCAUE NL / 3 9 DERu 11 r 77, 18. AND PANEIMKL FEMALE ID F p i Nk1C N 1 1 ULTIMATE WIN N,_h PER E 7-10 SMALL EE. i1R5 1 ORDER 0 'HWY I ABOVE CONDITION, UII W E IPLYI N O LOADS E vE ME 0 IN ORDER T n W MAXAs 1 REDUCED t0 ASD. OE4NCH PRESSURE RA INO BY MULE PLYING. THEN BV 0.6 N ORDER O COMPARE fCTL / ( E J , r 1 N PENETRATION R INTO FRAME UNIT SHALL E I'2• rKT THREADED c2 WN Mu THREADED E ETruR(N or LAC SCREW. o THE WOW B ) f>($IG2I PRESSURE RESHOT SHEETS 3, D MST 12 17, F -'T !• R MNE7RAIKIN IN 0 ., U,CO SFAAt BC CONS) AS PART a ME RETUIRED N CEDED PENCI7MTTON DENEO NCHORSD N T IN NC.OWA91.E. ORDER 'VERILY TIME ANCHORS ON PHIS P.E.D. TESTED E NOT OVER STRESSED, A )SX NC OM. STRESS FOR WIND L. WAS CYDT USEC IN THEIR ANALYSIS FASTENERS -SPACING 10 W000 RN5 BEEN UAFR4NEG IN S . NA STEM C.3) M1NnAUM EWE DISTANCE OF LAC SCREWS, INTO WIlOU SHAH. 8E AS rNTXGTED IN INNS DRAWING ACCO WITH FLO S. ' 1e ROANCE W U N I P Y t T A l f N fl N ACCC7ROAN : MN Sf(:1'RIN 1BU9.1.7 OF STORM L0R IMPER AND WIND ES •E HAS BEEN VQR ED CE GUAR 1 1 ^' MINIMUM A INN PENETRATION OF N1NG 5 � e' I V4 a-ZO SCREWS USED SHAD BE . IONC U C MINIMUM PEtIETRA WOW BUS SMALL�' / ) / ABOVE MENTIONED F R 5 1A. I T AND 190 -0 N ABI NEON C CODE AS PER AMERICµ TESL D SOUTH tL0 IUA REPORTS Oe 0 ^b C 02 2 9, AS E 2Yr uE E D NAB / N LAS r 1' l F IN TIER SHOULD STUCCO Ex S7 AM MANIA[ N DR 'NALL.s W STUCCO PER SS1D '7_gq k ASTM C 330-OZ SIµ0AR01, µP AMERIGAN 9E°5TtNG LAR SOUTH RURXM N[Ptxzi /117,107-10 AS PER fAS-20, ANDTAS-203 PROTOCOLS, AND AS PER CALCULATIONS PEFtFORMEO IN ACCORDANCE W/ SECTION 16W OF THE C�5) IN GASF THAI PRECAST STORE, UR PRECAST CONCRETE PANELS, STUCCO OR WOW OCCS BE FOI)NO ON 14E EXISTIND OF R1 Il. / CING GOOF WALL ANCWORS SHALL BE LONG ENOUGH TO REACH NE MAN STRUCIUAE BEHIND SUCH PANELS ANCHORAGE SHAM BE AS MENTIONED IN C 1), C 2) R C.a} 2. A.:. AI.UMNL14 EXIRUSIONS 10 RE 6U63-76 ALLOY AND 11AIPEH,. (UNLESS OINERWISE NOTFO). SEC SHEET 2 (D) ANCHORS SWILL BE INSTALLED FI11LU'NIN(: ALI M IRE REC'MMIM)A11UNS AND SPECWKLLFTK)NS OF nit ANCHOR'S MANUFALTURER 3 ALL ALUMINUM SHEET META(. USFO AT (yUSURF.S SHALL RAVE 3105-Hlt ALLOY 0 PANELS MAY AIM BE INS+ALLLD HORIZOMKLY FOLLOWMG INSTALLATION DETAILS SHOWN ON SEI"JON I 1ITMIC+ 6 (SHEETS 4 4 ALL STEEL SMFET METAL PANELS bMll HAVE STRUCTURAL QUALITY STEEL„ ASI4 A-653 GRAM 6G MINIMUM, G.-80 GALVANIZED THROUGH 5) EXCW THAT NfAOCRSO Ili SHALL. NOT INC USED. STEEL DESIGNALON W/FY- 922 MI (Ar"R ROLLED), V. 'T SHALL RE THE R€SPONSIRILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE InFUCPURC WHERE SALTIER IS TO BE S ALL SCREWS i0 9f STAINI.EST 57EE7. )OA OR 316 MST SERFS OR CORROSION RESISTANT COATED CAHtlbN SICEL AS PER ON ATTACHED TO INSURE PROPER µCHORAGE 1141S SHUTFI A SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRAME BUILDINGS. Ste W/ 50 b, YIELD 'SOMEHOW AND 90 kin STRENGTH AND SMALL COMPLY W/ POIDDA BUILDING CODE SECTION 24113.3.4. Ir EACH REGULAR STORM PANEL WITH, LENCIHS OVER No', AS PER SECTIONS I, 2. 4. 5, 6 AND ALTERNATIVES IN, 3W IF 4W ON SNLETS 4. S. 6 AL 7 RESPECTIVELY: SHALL HAVE. A LEGIBLE AND READILY VISIBLE MARKING INS'TRUCRWG OWNER OR TENANT 10 6 BOLTS to BE AStM A-$97 GALVANIZED STET). OR A151 ILA SERIES STAINLESS STEEL, KRIM 30 LN' MINIMUM YIELD STRENGTH SECURE PANELS III APPLICµLE REINFURCCNENT DURWG Pf RlODS OC NDRPICANE WARMNI-, 7 ANCHORS 70 W BI AS FOULT:WS ALL SHALT , t 1 1 I- 1 SMITTEN WHICH PCMAIN IN rNfRM/OUS CONIA!'1 WDH THE INSTALLATION I;UNIRAEIOR S 4 SLa CAUV NI SHU E COMPONENT EWC4 WH CV MN G THE BUILDING TO PREVENT WIND/RAN MTRUTISION (A) FQ_uwDN,G_PR =S CDNGSETL - 1/4'e TAPCCN ANCHORS AS MANUFACTURED BY I,T.W. BUILOEX. ING tWn 1'C^3+92 PI.,) 12 STORM PANEL 1NSIM.IAPON SMALL COMPLY WITH SPECS INUK:AIED IN MM B IS DRAWING PLUS ANY AND ZONING RECULAIIONS - 1/4' e . 7/B' CALK -IN ANCHORS, AS MANUFACTURED BY OCWALT INC PRONGED BIT THE •)LRKDOTIpN WHERE PERMIT IS APPLIED TO. 4' - R I. POINT SCREW DOLT k iP CW TY CO 1 s e 3 4 SOLID ANCHORS. A5 UISTRNAAEU BY AL C SIFT , .e.N. W M4 P P i �.= P INFORMATION 1 THIS PRODUCT N DOCUMENT PAR tin ENGINEER IS C.iN ANL DOES W . H(1VLJt (%TAN ICI+ 3 A 5 R+Rp)]C NALWtO DOCU E (.CG- PREPARED D'I S LN ERIC " P Y CONSTRUCTION f' la - P T F P ' WT AN AS MAIUFACtM 8 ELCU CONS RUG DN FNIOO/IC .a. IO µELM: F FEMALE O B ANEL E PLUS ANCHORS, W N 0PAI II I. WHERE 1 .Eta I. VIA THE P G D .117E SPEC C IHTQ,)[CTi e E f 1( SIZE C. D*IONS DEVIATE FROM E [ FRA 4' NA RN ANCHORS,AS WNLKACTU Br 1 INC - 1 e 7MN[. L RED [NEWEL . P 6 CONTRACTOR O B£ F N C7 O / PI/RCHASf. µU NSIAU,A 1 WCT DOING U SAFETY WUCT RESPONSIBLE OR E SELF U , A 1 MINIMUM EMBEDMENT OF ThRi ANCHORS INTO POURED CONCRETE SMALL Of 1 3 4', 2' FOR CLCO PANELIi AND / OAsi() ON INK A PIED PROVIDED HE/SHE GOES NOT UNIAlE FROM THE CONDITIONS UE'TNI-EU ON HI15 DOCUMENT CONSTAUCTON SAFETY A7 SITE t5 NC CONIR44TOP'S HESPCAISIOILIh CONSTRUCTION 1 3/A' FOR 2'lA1K N4131V AHL-Vi0R5. (C) THIS PROOLICT EVALUATION DOCUMENT WILL BE CONSR,tlfl RNAUO IF MODIFIED 42) CALK-N Of SOLID -VI ANCHORS SMALL. RE EMBEDDED 7/8" INTO THE POUND CONCRETE NO CIIBEOMENT INTO STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL sE 1 1/Y LONG INIMUM SHOULD STUCCO EXIST, (4) SITE. SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER UP. ARCHMEf--1 WHICH WLI. BECOME THE AND t' MINIMUM FOR WALLS III N0 STUCCO, AND MAY BE HEADED SCREWS UR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (FOR) FOR ME PROJECT AND WHO WILL Of RFS1YN51BLE FOR THE BUT WITH RANG NUTS PROPER USE OF THE. 0 E D tNGNEFR OF RECORD. ACING AS A Off EGATELI ENGINEER TO THE P.F..D ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECLFTC DRAWINGS FOR RENEW A.3) N C45E "AT PRECAST STONEAS , PRECAST CONCRETE PANELS. PAVERS. STUCCO ON WOOD BOARDS Of FOUND ON THE EXISTING WALL DR FLOOR. ANCHORS SHALL BE LONC ENOUGH TO N:AOH NC MAN STRUCTURE BEHIND SUCH PANELS PE.0 SHALL THE 011PREAND ORIGINAL SEAL AMU SIGNATURE OF THE PROFESSOMA1 (.) THIS1 BEARER ANCHORAGE SHALL Of AS MENTIONED INAI) AND IN A2). THAT IT a ORE (B) TO STINQ._EMNFuRUL 11LBCIS.JEIALL.ASIM...C-W 14 SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER N ACCORDANCE WITH SECTION 170991 OF rLORIDA BOLDING COOL- ONE LABEL I/{' ► TAPCON µGROPE AT NµufN;NNEIJ BY 1 T W BVu 1Kk, INC. SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 11099.3 01 NE - I/4• e . 7/0' CANK-IN ANCMCFTS, AS MANUFACTURED BY DEWALT, NC RORIDA SOLOING CODE - 1/4'e X 3/4' SOU) -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT At SPECIALTY CO. . N14. t0 PANCLAMTE FEMALF 0 AND PANELWTE PLUS ANCIIORS, AS MANUFACTURED BY ELCO CONSTRUCTION PINY(I/0011II9I8,n/ AS NC. A. T144p'A% 1/4• a 7AMAC NALIN ANCHORS. MANUFACTURED BY DEWALT. A,a`A`EF B.$) uOCP;M IT SHALL OF TAPCON ANCHORS. ELGO PREEMIES AND aA1wC NAILiM ANCHOR, INTO THE \,\'ENS, •.'P S FLORIDA BUILDING CODE (Non High Valocity Hurricane Zone KDGN UNIT SHALL BE T I/4" ' , ,►(QFI;44 67 ' .U.. %nVo "c 24 GAGE GALVANIZED STEEL STORM PANEL 11 8.2) CALK --A h SOLID-10 ANCHORS SHAD. RE EMBEDDED 7/8• INTO NE CONCRETE BLANK UNIT, EPD : IIR.r, °, __ -- S1UCC0 5FNU BE PERMITTED, t/4' 0-20 SCREWS USED SMALL SE 1 ,/2- LONG MINIMUM SHOULD 0 tXIST. * <` "_..- ___-___.-_ __.__ -___ AND 1 uINIMUM rDR WALLS WITH NO STUCCO. 9. STATE F . ( I L E C O fEEc� CLABAL PROTECTION PRODUCTS, LLC. m nm7P -•� TX.LJ1 TEiFINo IMCIN[{RNI4COMIMMY A4W Sr 3I 1r,WEt , A IN T P PRECAST CONCRETE PANELS STUCCO OR WOOD UOARDS BC FOUN k B,.) CASE. THAT RECAST STONE. rXl E DRY - H N _H µ I H :NO T REACH THE. WIN STRIK'lUi1F BE t O SIT)'" WALL ANCHORS SMALL BE LONG ENOUGH SS''"•••• nm r x1A AW :tan + N w. +WI4eN memo, n TNr [.. L At / 0 2 1 9 „ PIIw. a - 1e.a rAA: -°»I � .'... Ae1 'm-,re .r m of A !w (API)Opp (h [� N ) wet ( ANCHOR AlI ANCHORAGE SHALL BE. AS MENTIONED IN B.1} µa B.2) '19AA /DNA, n/nfIN11II _ )AAA nC WAl /9eW.1,NRL/Glt 1YN ITR A "i A. Rr _ v4-WUAwI w1 N,At ., ;- --'."-' - `Ck_LKk,1•Y �' • w "' - r vWr1 Ir Ie _+_ W C � NO- _ (u a) U L_ O = O � =__ Q m -0 0- . C:y) -4-1 � � (3) -0 C-) © 1A.7 -O l�^^ V/ C_S- O 1` _ — O //�E[� .• ALA = O - O "� LL L /—E� S V '^ ((u O M 0 _ �---` -0 .� coV _ _ �- .._.-.,___- _-._,_,___.-_.'.. ___.._-.. -_... -_..-___...._._- _. ------.-.---.-..- ____ ________.____.___...__ ------.- .-------------- I . I -1 - ..- __ _____... .- _____ MAXIMUM _A.S.CJ- DESIGN .PR£SEML R&UNSE__(R.tdJ-AHDS4.RRE,S£QN.� H2 �� 1/4, 3/4, 4/5, 5/5 a 6/9 --- _ _ ____ _-.__._-_.____- __..------ ---- �QLI�PONENTS FOR REGULAR, LIFE SAFETY dE E-Z HANG _51 QRM_ PANEL -SYSTEM MAXIMUM SING E£ P NELC1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM x�� Ili 2W/6, 3W/7 & 41i MTAU. IQ. I_QETAILS FOR RFR�ULAR PA (1) (scAL 1/2-I 1 PlNf INSTALLATION ItUQ.P9!lRED_.�Q11&REIEL_G0 BETE LOCK �E WOOD (t) 3 MAN( ANCHORS ts6E SCHEDULE ON y- I PpQ^ R CONCRETE�QR S�QNC(,,ETE__2 QG�_ IRUCTI�$�$ F LS ._� B -. .,._. _... _- _ SHEETS 9, 70 ♦ti) ... ... -T-1• II INTO R _ L MM. 15.115' TOTAL W101M) - SINGLE PANEIS( l E1NRfs1 wmm SIHGL4-P.ANLIS-iL —AT-..LALH ___-__-..._-_____, - - 2,1er - _ - _.. _. -._ -.-_ _.__ _-.�.- eLDCA CONCRETE BLOCK Re E __._... 17 i00' tF.FrECtNE MOTH) - ). -1 - 193' I 1/4'e-2th 1 AT. TOP_ OR-BW-DM END_ W1114 TRACKS ' •' A O O d EQ. R7 R CONCRETE I I.290' - 75u' :- ss solo MACfTD - - .-(.-sA.L.i'-dL-.' DS D. M.. 2 3 4 .._ _ .. _.. 1-. 1 - _ '_ _ itlTH...LRACKi 2 8& fl' * DIRECT -A EACH EtfR� OnO F T I- 1 r ,- T- T-r-t 1 -r _E T y^ *_ r^ - 7- -1— - 1-1- -1 1 , E r coMcarrE ANuaRs 2 s REo ca+G °N sn cu oNs /;;ll s,INa POURED cac ^}' 3 OR CONCRETE a+ri 750• _ 1.3•,U"' _ 350' ,1W' » ® ® I I I I (SEE SCHEDULE ON /7� ( 9>y;:. R Fw91MG POURED �'� t I/4' Cw 1 314' _. '0 µ0L[ • a ,/4' MOUNTED Ai Y Ir 4=' MAXIMUM PANEL LENGTH MAXIMUM PANEL L` N;TH ` a aA • 12 rYY o C ' , f ,'.500' .270' L'°e-- �'t0' .i (WY IRA eMRMa) `r,.. frl'L CONCRETE OR , _ \... I _ F",,:. ono' L+ OR L-" ft. D L+" OR L-n R. D sHEEIs B NRwoH D (J sHEE s o MRGuut o) Q E6B' �A N 1 - IL[4uI EDE ilt•,Eo. 4 q ePC(`270 O.OIi YW t1WGN ' 6,�'4 1 1 _ •4 DESIGN DESIGN .. - ._.. ... _ .;' - _...._ -._ :^. _ _.. ..... .._. +•'��Ij 21/. -_11/4. OCK �_\ `--�..v .. S I ].375• •}--i 1 r WXIMLIM A.S.0 CONCRETE k WOW MABTYUM AS U CUNCRAE k WOW I P, ,. .. . I �T,t/2" �/2• w 9 1 4• °cB7 A' JJ' I( �NE4MED 0024' lCA iINM; -� nB4' 1.5W i y .. - I I�020EXAF A653 TYP. 7,OW' OBa' - 1p15' PRCSSURE RATN. NSTALIAT1Or6 1 PRESSURE RATING N5il41AT10MB ..- .... A r' w 4' - _ Y .IMX. CONCRETE ANCHORS = 7a0'0[FA6 I (P.e f) (. Or -) L+" P.41.) (4 m1 -) N L- _ ._„_ ..- _, T._- GNAUE BU MINIMUM HEMMED , . 25• , _ I ( -- LLD/%j- E D j SHEETS o THROUGH lo) i - d �.^ W CD _ _ .. ., (SE . ' .y. I ) `r Y ,_ - - Z,t S E[ S 0 THR ON _ �T I `' 11,iiit c._6o .A.v EDGE -y 37Y Llep' t.-_1.500' (tYP.) l 21.0 19'-0' __PT tee' __- 110 rP'-PO' 11'-T 1 __ .. I '_....., / r /l, I ' I I E01 ,.�. 1 �.A." I1ttAA A 4B }I .. _ o - n _ - ro'-r ! 1 _ -�� i J _ ---1 2Q0 fP'-O' rT'-0' 10,0 14'-1' IJ-0• Q O ____._..__-. , t I A 1 ]5b'--1 �% STORM PANEL _ 1 350 . OVAM A- - 2ow, - 1 -- i _ l „ 1 Eo( I u 11 0 PANELS :ALAI tK INSTw.m ALWAYS - x.3e7' -EDP rl -d ro 9 30. _ e _ ,., I �^ /'^ • w p♦/, ¢__ ._- -. ( SECTIONS EAS -��"J� ..._..... ., BOLTED CTIONS AS/ 1 M-20K1, 4••'"-_"-T"_", ..111� I I '/' '• LD i 1�) C c0 (,� N AT END At LEn 81D[ a NUKE 2 H" HEADER 3 "F TRACK 4 (I�iLE-Yl1i1i ,---1S.5. 4.5 eDLr w O EA. ovERUP I 1•�. ,A N , M\-,e,,✓,® SEPARATION ._. -... �16 w 1 / •o s'[ I ATM D TO ROW W/ ,/T LEG .18.0 to'-m• Ia -D• .L0,0 ro•-Ta a -a- 1 0 o O �.. _ _1 I A 4a0 /a'-1' D .• 4a�0 a-e 9 3 APPUCNNLE) (6FF 5E I tjA., _: I N C - 0- ;_) 4s o 9 -e I.-,. y - i y 1i'PIIw�LL EDrA. ... _..._._.. -... .___ .wA.o - °'-� -. e�-'' - d..,.. ! 'rt s' .. l _. .. ,j� L - t _ 1 I Est[ erriwE [uM n,A N,ar (SEE SCHEDULE tNoix). I 'nmN 1 u7 0 1La ///� , 0.G24• (MVI.i Sao D-r• a'-4' sa a'-7 e'-Y / r EXISTING F i rDan1 CAR r-4F1 'L' MPP. 11 B/ I Y-e•) y 1 �'" " - GALVAaZED STILL _-_.._ _,__ _ .._... --- »_. �. 3 C PAWII [AO UP_ 375• PD70' 850 e•.r e•-o' si;o -_J ]_I! ,I I I R c1A55`� ON SWEET 3) 1 ' PANUJ LENGTH IF ON SHEET 3) j I Q E~ �. ' 4, _._.._, -�... -. _. -_- I I (SEE SCHEDULE n I 'L` Me. IM1n KIN •Mel. ILL "/+If7'IYfD ITAE% / PANEL a0.0 n'. •• I-/' 6'0.0 -0 7-e' 1 TO CLASS J i0.05' 1 r� l r .. _.__. ._.T. -,.._ ( I F I ON SHEET 3) u I I PANEL LENGTi (SEE SCHEDULE NIFI LENGTH ILL � �! G r S (SEE SCHCDULC I aN -MEET 3) L .'...� % 133'I - -.270• I' a6.0 nr' " .' e.4.0 A r-2• CONGRF'lE ANC110RS 1 1 1 p •'1 1 (SEE gCN[•pRE C �' S 11" ) '. _ - _ r 11' h ON SWEET 7) .Q (SCE SCMEDUIE ON I ON SHEET 3) 1 _1 _ /- Qo _, Tao r`a r-D 70_0 - '-3 e'-rr• D.M.,Q'®, --- - - - - - sN[LIs B rHRD(%H , n I _ ��p ____ ~ti.250 i_._._ts eB25 0.3�5- r DaSc'A -. _ _ _ _ I / f t i t•i,,' r-LI i E]DsnNG i i m + Wt- W625• 1. _ _ ') 3 of - 1• MIN .- _- • ... .., Y ._ ._ SO% I' ISO _ 7 l91 . C L 80.0 7 -2' a'-]' e - Y 0 _ e -S-- r 4AX ' . I M t' L1A55 ,, I �I t C" li HCLFMCD b TTeO' "P 7a.0 7-a• a - 7- TSO r 1 e -e• -'I 1 µ0,' I 507E ol'ALiS 1 I l0 a) S7 / 4 -. S MAN IY,N. 1 d - `' I '�r�w ( PANE �Lj i$ OR _as.o 7 v' 6', s' eao___ 7-o a-.5 2 4 t 4, 3 4, 4/S, 5 5 k 6 5'" ` I '�s �wIcan i Or Y' 11 • 7.250' - i // J f 3!- I .Ran ' ' [270' - `' _ \/ ® $0.0 �- C-a• a'-0' 88D e'-Y 6'-10' / µCMORS (SILT :SCMEWLL OI SHFE:TS B. /0 ,kI W / / /7 A` 4 /7 E D �' I R9 � N 7 o I IoSOYETRUNOCD RCEV NEW DETAIOf L - 957r IR a 9 . A 1- --�a.. _ .__ 6' v s 1— tw 6. 2W 6. 3w Eo w e e I/. °c i I =- 1 - - END UP W/ HEMMED rout 7• -.. 'A 615, 125' 000 — e 7- 0-II` 100,0 III $'_r ! 1 __ ,' I n I LD I Q.. � (--a.Jle' (N,T S) •�- ._�.,,� iYF• eolt1111 -;`_ _ REGULAR ST RM PAN 1QN 1.1(2• =--�- ' ' ' 1 7 ' 2.500" I - � LOG[ a 1•Ne] _ 7 - F-i -_.-1 8u 3• s Y_ Im_A a 3• a' /• (RAW. bf.10APzur 1 WOiE WU1Yj L �� ELEVAT 1/4. 4a. OAP ...,' I .�.-_,._ --i CONCRirF Cot / 1 • 1 1/2' QC. i MPLKABIL). E .. ,. _.__ -_. _ ---. o-A a9,° 067 'L�'Ij ' (�) KEY HOLE WASHER � -.-._ - __. EXSIIIM P oLT TE ANCHORS 3750' 075• (IYD.) -I' ji 750 }105-H154 ALUM Auor r6) KEY HOLE AT PANEL So - ''N"w 1No, saW'w`'�° "' I I 1 I LLL�-'�.��.._.::: rta0 - _ a' -a• ' M� QJ r _ /'I•-mw,• Ys. Y,s, w/ rAn CONCRETE F _,-1�._. I EEC SC"EOUIE ON r . 0 i O 7.1a4- .. ..__.--. ^-- - ,-. - I' Nm -IRA _ u oA I W .` . ,% t __ _ A . /50 - SUE SWEETIONS 6 %FEY£ LENGFP R , - , ...-.-� _",--- 1 '�_ _..-_ _-__ I • ,7 1/t' O.c #f SH[F15 9 TNNOUON 10 1 •,:.„ Im' f .. _ , / Y :, I oERNA1t / (,IAt ONLY WHEN C210 '.: 1 re0 4'-10 III i •SINE 51KE1 B R/1R WpiOnN 178.1 __- 3'-5• "" 1'-a' 817' ' ..' / AALL F¢¢ I .. ;G91' I:5' r ONLY VAUO TOR INSTALLATIONS INTO POU 1/1' I .. -EEO lOGrtpl I•V� /•-'•, SET k CKN-IN ANCHORS " A ARE IS1 (1NCRE'f[eLOCKRED NCNETE 1250' 375 O SLEEVE 2 1 /8 I RIVE) a YWO STR,A-IlIMS ____._ .. _ _ION TO GIA55 SCHCDA.E MAX- GAP ( I USED 4� 51�' MIEN I MAX. LENGTH CONCRETE ARF USED RECLINED. �7 �L. , __ _ __ ..-._�..._ REWIRED. 1 f - ! -_x pop•.. 2.OW' NNrINu4 IA+elp SIPPED < T7Q m./.n WIND SPECO > 170 m.Pn -� / -. �N A AL11RWh EXSING PDUREL CONCRtTE :1: PANEUN7ES W' C f �! N.T.S. t" �. ANCHORS 66R CONCRETE BLOCK CRETE CONCRETE ANCHORS. 1 75n' AMEL LCNCFM -._ IR3x 5+6' 1..178' T (n'P )1 2,000 + ew• 3o bR 4ESS UNRESTRAINED RES'TR)4iLLD UNRESRWNED RESrRANED IfplfS, (SEE Sf,IKDUU. DN (SEE SCHD W/ STUD SHEETS 9 THROUGH To) (SEE s 9, T.1f ON D(1) L+. WAKI V ALLOWABLE PANEL LENGTH FOR A GRAN POSITIVE ALSO, DESIGN LOW. SNECTS B THNOWN 10) ALLOWAOLE PANEL LENGTH FCATNE O O w o�oe _ I' MIN TO 5" MO.� . J�� TO ZrTERAII NE MAXIMUM PANEL LENGTH. GIVEN A FINAL 7 REM• •li HEADER 8 "U HEADER _ _ DNEN A PDS rvE ASD. OE GH TOAD, DC THYNi MAXIMUM PANEL LENGTH 'l+ fA04 SG tphl: % - " J (S, SEE Sr-1,EWLl 9L1LV`N i'Uft M N ,fMO, 7" IT C,M[ I toIN PANEL ICNCD+ "L FROM SCMEDVI f. �IT��1/� y/�� FOS�AINT�fNG13, [�� K�� /y'��7 �•, r�L/r LA�y RNLI. LENGTH IS C[AMI t0 /M MINBII)II DAONNwEC PANG LENGTH ��11LD = Aa-�U•TT MOUNTINQ E�j IYLII. 13 Y.Y171 \.l SLEEYE_a rleliA O '1451,0 10-1• 1• - 7 1/2• BC1A19.EN 'L.' AND % SECTION 1 � F1 LENGTH • 10 �� N11N,r 11 "J" TRACK @ PANEL HANGER IN PANEL UNUM ROR POROSITY GIwuICATI,N— $cA` 3/5-•- sCAI 3/e.1- SOLE 3/8.t" ___3,000-3 - - 60G1-i6 ALLOY AA....N• N,, w 37A• --- J84'-. • EA �A rI[T ., (I 1/4 WIDE) INI(�__ AR EAKEL,. LENGTH (in) FOR A GW0_.iAQU).'!T_1dSt..�p ITiON t INSTALLATIONS INTO *QQO ARC tAITEU TO 95 Pal VA.. A.S.O. OF SIGN PRESSURE PAPNG -2co. ..... / 'F• Inll I 1--+ .062- `�'$\•`,.• ..' %'� yy. (USE ONLY FOR E-/. IMNG STORM PµEl I .,, - 9. JIL MIN r ,L Z i TOP ONN.CI T' 1. 'XI 1 i ' p S 1Aa C `�� sCA_ 7/T t' r0 k , F06 MAX ASD. OFSMN LOADS k MAX PANEL [NO K FOR ,aaw1A jTH",,.. B'JVLD-Oi.T .`eAA- VIEW 1 )so yt.• CENS� 9 srsrEM 6063^16 AWY. ALEDY s X, r r NCK a� ( EF IZ e' .470 275• v l' ) yx�M SPA XRG S USED _ `y1 (/l''•. I 1 _ _ MOUNT "FADER"FADER NyRp� TRACK w/= c*11"s '-v �' I '� i-- - FLORIDA BUILDING COOL (Non Hi h Velocif Hurricane Zone :` r1G EN 'I.."9'; fLORIDA BUIIDINC CODE (Non NI h Ywioclt NurricanB Zom1.°7'' - (P,B,1125' .ee0aaO. ND. 44167 FLORIDA BUILDING CODE (Non High VRIOCit Hurricone Zone) 130TTOM i c R - Ai 9 Y ) S Y ) 2p00`' i,pppF�\123' �, yr, ^RAIN O Q11r 41N. d ® E 1._ r. 1r E rIOIP TFFrcn 'Nc 2a CAGE CALVANI2ED STEEL STORY PANEL vw- I 11 o _ 46• I 32' 37• 35• SY 50' SD• _ 0. 4416% c ��' 24 GAGE GALVANIZED STEEL STORM PANEL'P,,_ 416j _ _a'�'me2A GAGE GALVAN12C0 StEEt STORY PANEL �,e„ _ RKET MCUM _ - - -- -- DB6' p,• � Io5D STATE OF - -. _ _-_--_-_ _.----_ --- -_-....._- 4 Iz•X, v STUD ANtAC 3n 32` 3� 3i � 4a' se' 3B = * i - - �__..__..__ _ _ ,_.-.... _-�.____-- * 4 - -- TM') a5o :9'•. oTJ»/ro__ -- * - or/21/2FOO NQ%_ F_QR.._CQtd61NAI1QN 0C sEcnONS' . 0 * * - "/n/m - 2.W0•- - I f _, •-- - SEE SECTIONS - _ ; p ., F Op : -- -- - -' � ` �, ED. - EDGE DISTANCE = o'. ti _ �•-�� GLOBAL PROTECTION PRODUCTS, LLC. a1 41N ,-_il,, AID'?'... C Q FNc.� GLOBAL PROTECTION PRODUCTS. LLC. N„T s r rw,cN s5• �• 32• A2• ) e7• _ O.D.^ BD- ,''. iAiE OF ..,�.- E C O tre. 1 GL08AL PROTECTION PRODUCTS, LLC. __ - STATE 0� :'Z"'�° 11 L El C O tEte ; ��4q+ys(��A,;� ,i, L-__. (L are STA '"N,`A67 E,^ .P` n 1tanNe i-ENmrNiwNiro car'µY BUII-'D�('if'P'TiN'eK� LP �'- 'i i7-c'., - ,wr+ 1. III s1mal (SEE SCHEDULE ON TOP ar BOTTOM MOUN11NG5 CAN BE q ' F .eop S. a, nrwsT 2oA' _. 5,� �jyAL f WL rFwF-41Amn n. nfw MWr, R ]3514 t (1 SD• 32• 32' 3t• e0' -S6• 5e• ORIDa �' rWA;I; PEbT.. . IIIa— c MRAKY 1 n'•. P u,'-'OI i E No PAYr GRk n. 1V1. ., .t• [ pas[, R lv1• ` `f `--Ie/ij1A{�aH.•" RR 4...N. a. 20- 75 w Slof CLOSURES _-.___-.-_,... ___-_'-. ._._ IFS ' .. ...•'.��` //j"�O'7e% N- rw. e. eerla �arw n.oNE. hs+X1e+-.>ad, rAA se. -e»> --179 SHEETS B 4: 10) COMBINED IN ANV WAY ip SUIT ANY ,� �. ORIO SS :.'SW`r.l .0 I r.`IFr��e "MM�" P.Ow" tw)4eP_tea, RAF. tee•)ae-enl 20-179 13 gylLD-OUT "F' 4 BUILD -OUT "f" TRACK 13 i WASHERED WINGNUT Nr,.n-,m ti aw nI-,r+ wnr (e5.)®9-tea rA'. roe KRP o>vr 1- - man .. - _ _Hq° LnvaA[ -- O © . A OOW ..- - _awnw KK t ;TAX D3 F'? i{r�t -- Sp• 3z 32 38' w x se yAA,S/ NA' £SILLS\ +� X+ - - -__ 20 -- _T-----_,_ ...__ —. - --� y _) 0 DKAwwc N. _ ..--- G-Ooo6],e r• - sr .W w r elm YW nl t (ZAANC 3 AIDr) ..I'I; ax!11i:H,YLAti Grt WNNA A TWIG A. PE YN-,M iP 1Nrn 2 eF ,e ,} Inn141G W,I INSTALLATION, •._••. . ^, / 11/P NNYI�FE�INw`V�FO-rMTLAFICNK .. .v .r N, �Ii'iww r ,rA" N�INN i • '�..-•• _....--- a IKKMYr9 TRACK ANGLE u-roosHp� .eA.'1� 4ee-r ___ iIr PALL re .r: w a WAL1rA A SPAR P. ALE , _ r. i,-IN _._, s a 1e wA rt m]rt W., Px. , aM Inlw • Mw1t s a sB ---_-___-...._-_-_--_-'-__"___.,____ __-._-.-_-._ �.._ _ . ..,9t --,__'--._—__—.— ___._-__.� __ se 1 --- _W^ _- ____ �NSTALLON DETAILS FOR REGULAR PANEL(-,'' -------- ---_._- —______ A I JNTO POUREQ CONCRETE QR_CONCR.ETE_8L0CK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE 9C MAE ON EXISTING POURED CONCRETE SWEETS 9 THROUGH 10) OR CONCRETE BLOCK SMELTS 9 TARWUGH 10) OR CONCRETE BLOCK REWNED M '^ REWIRED. -j! TERNAtE LEG 1 ,' EXISTING POURED T : CONCRETE ANCHORS CONCRETE RFU1x1 WINED ED LOUNON (SEC SCHEDIIt ON !/' �. SHEETS 91HI1CAIG11 H 1 (-1 M I: 1" T ; , s gyp) - ; N9a HOW ,. a tD 1 ♦ 1p IIi71G I; : -; -1fA 7•, sew oil T/2 1 4' R 4' 1 4'-IIn, u Y3 W MLF �MAX 4 'MAR _. _. MAX CONCRETE ANCHORS ' 1_ • ,2 'n' QO - I I i (SEE SCHEDULE ON �_;;F__ - 1 -� I i i 1 SHEETS 9 TNROLI 10) I 1-I/.y__ I I.... ! E �- - 1 �' I ICSQ-L§p KUP .,a 1 `. i E U i W. • e,/I' GL 7 I �. PANEL MLL GN 1 Eiu57RW_p GULS Y I I '•' (1 : C D 1 1 1 ._•"" 'r-"`-"""""- N I 1 (SEE xHEOULE �^. ON SHEET 3 rDR SPACER/yam• 1 ,e0'A.O'. ',/ F . �, I 4EFARADOII ) f r) A SCRKpIl-, 9 , 33 1 E N rA sAIV?� 1, 1 TO GIA45 SCHEDUIt I t/.N-NnI' Q .. E Y A !IA ,.'� V 1 (Lai cal ,AWL E wmH aM'R t-ay ',' MPA. I I DON 10 GLASS. I -i (SCE SCHEDULE ON I 1/r•r-a9rt' ke ie W (SCE 1 ON "" 3) E A I 0 q N•G]� SPACEN IW Y PANEL LENGTH SMELT 31 _A.Y 1 - I ' III 111111 I i' T ",V• KM Ph 7HeT P Kn �\ F.. 1- { ! (ON SCHrD3)t r'; II I I I OI 111 PANEL __ (SEE 561COULC I EXtST i I C-I I /a I I "_.. P TO GLASS. 11w I L CUSS -1 ,"'� I 1 v I ON SHEET 3) GLASS _, . e ..,.:- )(SEE SCHEDULE ON SHEET 3) 1 507E -.,`;. _.... ,1 . - __ ...(j 7 I I), I 4 1 - 0, OL. I L. 1 'L I I ,_ , EU LENGTTHj ; j .. a, ;^A a t_ P I • 1 1/2 aC P ,n• I - ' 9m1 P �- 3 A/f~k NEW MR� '"' F I: CONCRETE ANCHORS (SEE SCHEDULL ON f4) EXISTING POURED .,,.^. _ CONCRETE •�' C00i CN WAU OR SUB SHEETS 9 THROUGH 101 RCOUIRED .. 'I.". (ALT. CON01110N) j/4 t]Lt511NG PUlNNEO CANGIEIC OR CONCRETE BLOCK CONCRETE ANCHORS-,- REQUIRED (SEE SCHEDULE ON - L I, SHEETS 9 THROUGH 10) "WNG_AND MOUNTUiSE 1!1-(LLL�UI MOUNTING _E= SECTION 4 =0_5 Scv.r 3/6-1• Try, e;A-" E.D. - EDGE DISTANCE NOTE, FOR _CQA18JhWtQN_QF_SE X)N'. (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN B. INSTALLATION - _,_- N ._ SHEETS 9 tr 10 - -- S -• COMBINED IN ANY WAY TO SUIT ANY -- --_ - -- A`•,! �, A: •rl((%laps -'sP ' `\CEASE'• �vSs D. 44167 '' *: W :*z 1 I. STATE OP: ;�: ' ENS ''Aa DIAL_ II/IIIIIIN•1 /SAPMIIrC/MR 1 MAX I CONCRETE ANCHORS (. ____ I 1 (SEE SCHEDKE ON ---�-- ! ) %lr." SHEAC I. THROUGH IO) . /ALL i` }2 1/0• LONG MAX. ALUMINUM ;A� ✓SPACERS • 6 1 Sl 0C. VALID FOR ALL DESIGN 1 5 ANO PANEL EXISTING POKED CONCRETE LENGTHS PER SHEET 3. OR CONCRETEBLOCK [�"1 }' MAX, LDNO ALtAA1NUM SPACERS O RFOUIREU "12 1/2" OC. (SEE TABLE NI ON SHEETS 9 r 10 ) WALL MOUNTING /j2KSECTION 6-WI$�AC��„�-QR� SCALE 3/8-t- FLORIDA BUILDING CODE (Non High Velocity Hurricane Ione F"n TILTED°' -L 24 GAGE GALVANIZED STEEL STORM PANEL I t.,r R. GLOBAL PROTECTION PRODUCTS, LLC. °'n'/}0ie L E C O Arc h L 3]214 20-) 75 e M +T�w-�wr�4_ �n+r Por , CWHem4 IS.t, FAT: (°S4)a9-,e1PT .. -OOOG119 r�T- T`W+F "—` N'LI A r.1 I,.. FIF Io, I!1 ...__ wctl s a ,e n.ONw L 1 44� iNaTALI,AILQN_ DETAILS FOR RECrIJJ�R PANEL_1: INTO WOOD -5-M URE5. 1 - . -_ ;, � _ _.j -I WOW ANCHORS (SEE SGNEDVLE ON ET SMC11) , - ). I -:' WUO'J HEADER_ _+ REQUIRED j I, - l2� N000 ANCHORS (SEE SCHEDULE ON ' I . '') _ ,, � I/4• - NI/a..MAX. SHEER II) . 12_ ____._. - i I WOW HEACER REOUNED I ': Min 1 1 M'ul ' I 1 I 1 1 I M. --r I � .. } - SEPARATION TO GLASS \ 11 ("A UNF*_7e41• 3 'y 1_ ) (SEE SCHEDULE I DA' 5HF.ET 3) 1 ,,,,1_2-.,' Y d IF �I : � LLD ........ ..... I ✓ I 'L" Me.. r I Lxw% GLASS I F', I.. - I PANEL LENGTH (SEE SCNEOULE I 1 01 r... I '4 R I F ON SHEET I'C so% SPACER 1 0: A A P, I I �I OF 'L' ...(•1 I -.-.-.. L "G'H 1 1 7 MAX I - _ C :;.- _ I ' " L - , 1 I I ®I' MAX. LONG ALUMINUM SPACERS 112 I/ j w-„ 1 - 1 I CC (SEE LADLE NI ON SHEET 11.) - u,n. _ 1 j y 1 I L SEE NOTE BELOW FOR LIMITATIONS FOR 1 6 SEPARATION . 10 GLASS. I l!J .E. IIM I Vµ€l LENGTH 1 I 1 I � 1" YAx. T 1/2' LD('rt. SLEEY[S. PANEL LEND , f I (SEE SEE 3) (IN SHf.F1 3 ) I (SEE SCHEDULE I 1 I (5E€ SCHEOUIF ON SHEET 3) RAFFLE MALE FEMALE q OR PANFI /HIE I 0/1 SIICC7 S) 1 I/.•.-xo.1• 1 I. -. PLUS (515 SCIIEDV.E 0t1 SI4CE7 tl) 1 1 /• .S S6 BX.73 W 1 Yin I 1 I EXISTING I nr.I� 1 E 11" Fa rAeu I , I Lf]ARf1 OSA T-ej "BBTINO__ 1 p/G SEPARATION ' -. 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I i/: Lofty SPACER a RG TIN Y VIW FOR RANG nON F 2 1/; ] As 11SPACER -Y ASOA ALIERNAT VE 1 W 1-1M4 SFNNDMD AND INN 74x0 (FIN "Dam) " TALL FLORIDA SGALF 3/8-1, 14) ,IISTALIA'ION VAJD aK,Y FOR Mau •k9MIO GOOF' TONEA S " 2 . ] PADD, I ne 1HInHn. . 1 u-oe NAAAA nAVIVi ' ,�, N A. TI ;.,-_ -.,-.,_,._---__-__.-_.,_ ___-,-_,_,. ___,_.... _ _.. _-..,�_--_-. . E Z p NOBS: ��t \CEIysZ/j9�- �. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zane f I FOR Im.. 1 INSTALLATION A NLY D Q MAR, A. .0. t=lo lic+,. C.X RED VALE 9 FNo, 44 - FOR CU , 1 � NOTE I,fStNBr D1!_.Q _.SECUDNS6T 4 GAGE GALVANIZED STEEL R P 2 EGA 2E0 STORM PANEL ' `` nMYr R* t. i c I DESIGN PRESSURE RATING (p..e.f) AND PANEL LENGTHS = * � * 2 * L _ _ --`" "'�" FOR - P' SCHEDULES ON SHEET 3 (EXCEPT 0 - P it M NTt N BE A5 ER v m T TO Ik BOTTOM OU NGS CA ( x nw9 I r - - I A F. OP;-.• i _ 8A PR T G N P D C Y /w GLO L 0 ECT 0 ROUTS LLC. COMBINED IN ANY WAY TO SUIT AN ALTERNATE 2W')•'. �� IL EGO INC. A_ INStALLATIUN. ' O F y_ ._ '"- a0P S.R. SI 11RE11 ZORIO T NO . IWOIIFIE INA1 COMPANY 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD %y 'Nf>�U'1s• AP aln M. zN IPIRPn. n. R+w GWL r. 3111A 20-175 .'+-. Net n'• ew rn w) m .,u. Pnow. (uHaeP-ime, NW ("."-ale, _ MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIRC "p S! i� ( ' .-A.a PI"„Nw.r.I Aw . �.r.r IAt•1'. •AI. a4rFIG r DENSITY OF 0.95 OR EQUAL. Nn.... l - c" 0olall. Y -A r NMluprG,T 1Nttn A atn ,.. A] ':",E_ m u"+R-' --_ __.,-.._..-, __ N D ,.IA, --- _ - tlWE1 A a 14 INSTALLATION DETAILS FOR AEG R_ PANEL 1; INTO WQOD ALTERNATE LEG 4•.8' (Alin) EXISTING WOOD _ _ LOCATIONLOCATIONBEAM REWIRED, STRUCTURAL I __ __.. - . ADEQUACY OF EXISTING WOOD ' BEAM TO BE CERTIFIED BY REGISTERED ENGINEER ORi:: - " - 4/E E'11 ARCHITECT PRIOR TO SHUTTER I A `tS' INSTALLATION WOOD ANCHORS ALTERNATE WAND ANCHORS I - I' Mn. - (SEE SCHEDULE ON (SEE SCHEDULE ON ya•,I• IRk AJOASHER HEAD O SHEET 11) SHEET 11)-EO->-CO- I/ 2 1/2, ,t. xAEW a 12• r _ ,/7' is 1 A" / Oz .I LAX. W000 HFADC� 1 1/2' _ 1 '-. _.. _- _i . REOUIRCD -•. 1 StiMNs• EX 111 181) CLASS'"`` •.-' I I Min, ('SEPARARON TO -1 GLASS(SLEF' 1 SCHEDULE I ON SHEET 3) Y 1 ✓' 6((( 1 IL I ISO• 1 1 , v 1 I I I 1 1 1 NO EIN15N1 ALLOWED 1 I WOOD ANCHORS (SEE SCMCDULE ON SHFEI 11) ._..j .. _ -W WUOa ANCHORS L w�� :. (SEC SCHEDULE ON A.,,, �� SHEET 11) 1 fj I j I SOLE» W n A TV GLASS A GI- . ISI w Sr„F.LDLU ON SWIFT ) I I 1/A'r-201' n w°vk�E " •L• NAX PANEL LENGTH t�OMM , T..'y 'L• MAX '• I % i Deem IWe1 (SEE SCHEDULE _ _ PANEL LENGTH (SEE SCHEDULE EXISTIN ! I IBOM 04N T-61 ON SHEET 3) _. ON SIIEIT 3) CUSS I 1 i .... I I r p _ -.I R T -MAX-,. D�L• I 1_ , i A'�1 .4 '" - - 1 _�� I 4 • 12 1/2 O.C. I EO [0 , _ i xe• WOOD -1 f)ECK RCOUIRED ?'H' WOOD PIATr DECLARED - 2• Min - _C_EIIING AND FLOOR MOUNTING ALTERNATIVE 3W TCALL 3/8.1' 2I11 P 10=019 ■' C9PI awl :1 ;- ' a! rWAp epri W440 A 1/4- OC. 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GONr r 1 \l 1' .. 1,1 `'' W+ SI!< I. <t.T I�,Rr ; .NNW. N/OLE 011 ---.T----- I _ noNc. DORT* 4WNI,ICSPT riATE 7 X. IT Z3 I 1 OW ITTADR '. I'. / 1 ICI _ if, �... eau -A M. A - 2 - 4. cow -ALUM. AIRNf. , V"GAGA MO.. I 1/{ 1/4' R a0U N' , 4' . 077• a 12 OC. l.PS-M,. OR pea-10 AL01 W/i1CKNU7 Cent NK ,JIGS AC SE q�PLAN) CASE B (PLAN) CASE C PLAN) SCALE 1/4•-t• SCAIF 1/4--t' SCAALF 1/4--i- 15, - (MIN PANEL OVERLAP BEYOND OPENING MOTH) POLITICO CENYCAfTE, WW.E,E MW_A OR 2'.1• WOOD IRHe AEUIWED A - B O DISTANCE - 1 - / /, CASE E {,QLAN) ,SCALE 1/4-.1- 2' 3` 003. 310e H-1N OR wa6 -Ea ALLO, COW ALUM MILE LAIN 1/.'.. I V. I MMCON a ,2. O.0 :1 -aI r NYr I ' Y,, A�- - Wji T' POURED LONCREIE. CONC1fR R, OL'M OR 2'.4• woro rRAME R,.DUWTO fill A WJ z 1 L SRJO-SET OR GAUI-MI f L 1 _ 017 0 1RJMt0 CpNt:REii. E7Ao�P,,R,G ,RI. Ai Y R EL O'4Np 14i1F CONCRETESEE V\•. PAMOUMSCAVLAT POUREZ W-C I1[1[ CONCFIINT� f .11; I a - .© .� rn 4 ® 0. ilO[i p�"�aPFOR aLUS3 rRM I REDUVRV S AHIUV,6LE ID R -. - N 'ARTFMIA ..©.a OR Co J//T 11 1) �\- y IT 5' Ab. EHH11 I WALL (NEVER CUT END PWEL) , .7 -1---.-A-,.,- \ 1m 1 ---�-/1..T.;:.� --J .H.,NH,...NF% CASE G PLAN) SE �(/, Ii SCALE 1/4-.1- ..V E.•i0iaw $ `I. ••, fCXN .uT•.•Pc •�.9'4, =ti�'•`.CEr's - f '. JA �l. fINECT MOUNT 1NSiAtlATON ONLY A CETFIVIEG PANEL INST&LATION AT WALLS W/ I _ NO. 44167 ON SURFACE LEVEL VARIATIONS WITHIN 3/4• ; e#'I * .,z FLORIDA BUILDING CODE Non High Velocity Hurricane Zone)' CASE F (PLAN SCALE 1/4'-,• s �0�'•- FlORIDE',-• 4L1�'¢ olme nnoa we ((AGE GALVANIZED STEEL STORM PANEL �,I', I. ` IIL _E C O --24 GLOBAL PROTECTION PRODUCTS, LLC. ut"L ''• "/ /,,,III _ .>_� �-_--.." 1Nc. _ 11111� •`,1,, > �'Biil AIRS SAGA 01 S,la[1 04YE• FL 3 ,4 run ntnNa i i;p.- -- AMY "/ / r: nam.! i..,,AN. ,'ai'•�,.ain.^MI- f%,-OOD67I0 4Plt[R A IUII -Al? Pt NOW Lot. i PION. (PA• leM-76.6, rA le6+BM-arir 20_175 [wA.wn KR P[ LEA,/aCAAI,uK/Onl m ,G.,w _ WI[[1 n a 1e �dAX1MV.A�I D, _DF�SIGK .P_RL55-Q _ RATIN _�uA.*,f.) AND _-QQM$P4.N. aWQ .MAXIMDIEL_AKJH - $PAQN9 $.GHEQUIRE FOR REGULAR ST_4BW-P_ANEL .1 i INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 0INSTALLATIONS AS PER ALTERNATIVES iW THRU 4W ON SHEETS 6 & 7) MAX- A-S.O, DESIGN PRESSURE RATIN,r,, (D.•.1.1 MAXIMUM ANCHORS SPACING FOR F.D. . AS SHOWN ON SHEETS 6 A' 7 APPLICABLE l0 AL ,14`. • ANYNA1K N C DF THEM MAXIMUM7EA;M PARSE LENGTH i - ( 1 _ TAPCON LAG SCREW PANCI.WTE PANICS ID - PµELMA7E PLUS _-. WOOD BUSHING U• U• Is' IS ,r _. ,]• tY -- Ill(LOP) 1/1 (6DdDlq Ir-- IJP - ,r -- e t/Y a I/r a Ile 1/2- --6 1/2• 2W (TOM - - a 1/4• ,2 tn• 9 Ile (BOTT ) 5•-0' e s' a' B (BOTTOM _4 .a6 3 LEESSs _ t J -' I]• 13' _ N' -- U' _ , - ] -- .-_..-I - J IJP _ --ll 1 ,. 3 nO 4W - (eorroY) ,3' Is_ 13• Tr is• f t/2 R (TOP) _ 1] ,r Ir Ir 6. IV (Borram) - E 1/2• 6 ,/2' a ,j2� ._ 6 l%i= a ,%7�-- o0P) - ._ - .._ a 1/4,�_- It I/2• 6 Iµ• - '_' (Bp}f•).. >s._0. 4 1/2• 4- - -4 1/2' a in- (Top) -- trot• 4 1/2• _4 1/2• _ 7• r - - JI' mum>M) _. TO in• -- 9 I/2' T2-.-- U' _ 11• tr a' 6i/2-._ 0 HOP) W (90TTW) 13" - lr- • SEE TABLE #/ FOR MAX. A.S.D. DESIGN LOADS At MAX. PANEL LENGTHS WHEN SPACER " IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. CESIGN RATING P $.I) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE K7EraMTVE' _ C tlfpN OF THEM UMIML'N PANEL IFNG", -L• (IT ; TAPCON LAN, SCREW PANFLMATE FFAIAL E q - P PLUS TE W OD BUSING t3• -- 13-.- 13• --- 13—_ Tr 13' 13' �•-- -- 1N (TOP) tW (BW* ---ir 13•---- a 1/2' 4 t1r a �Js• 6 iji` 6 1/2' VOP) Na -48 TO .75. -73 - 7• - is, _ - 1/2. -_I3• -_ 0 1/4• _ B` 12 1/Y _.. E 0 1/4' _ SJ-_-. _. f J 21I (Bo1T •) 91 (TOP) HOP) _ 4Y1 _ - (BOLT J�0• LESS . _ Ir Ir - 7J� _ _ ' GAGA 3 Ir __ u' ,J_ Ir fr 13_ IV - 6 Ile He (top) IV (BOTTOM) 13•.� is" IS _fr 6 1/2• 6 I/2• a ,n• 6 1/2' 6 I- \ Ve HOP) 2W WIT.) >Dro-o• - - 6 f/P 1 12 1/2• a 1/2- 5' Y 3 1/2' 7 1/2' ..--_ 1 7 1/2 --.. _ -. . (TOP) ,P_y Ir . 1_I. - _ ll' 6 - sW (BOTTp1) ,r' -_ . 15- 12' _ _- .._..-_ 13- 13 _ .__-. _._. U' 5 1/2' (TOP) _ _ - 4W (BOTIOM.1 _ In' • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER -Ay' IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TASKJ1 A A.S.D. DESIGN LOAD i4AXIMUM PANEL LENGTH 40 PSF OR LESS 6'-e. > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10• & MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATE PLUS ANCHORS & W/ 9 SP�ITDEANWiN t/2. O.C, A. ?'y*?. 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N Y � I I WOW aflr 7-.1 EXISTI,C L I I 11 ( N 1 I CLASS AI A T I B :. . I 01 MCA. RANCL LENGTH w ( L YAX 6' PANEL LENCIN Y a... N - .. -I'-- a (54 ELLVA112) a ' Of NATION II N I .. �-..- ON SI.ETT ,2) I . R- �AMiIO.. I TO GU56 I a � ) R I 6) L,/2 I 1 1 {q) I I a' ED• - EXISTING POURED I I 1 EXISTING POUR,1 I I 1 ^ CONCRETE CONCRETE DBLDCK .1 I 1V d N CNCRCR OR CONCRETE MCC. -, - i •``E, `?, REOUMKC ',2' I I R r? dt RFOURED. •_Muff I ' mw I (e[YawO I ..__-1 I 1/4'. PµELMATE PLUS AM;. HOH 0 12 1/26 D.C. MMLS 1/410 PeMELAM7E M_.. SE�N._R-m ANCHOR (BEYoNO) Q LiFE.SAEE.TY_PANEL WALLMOU�IN� SCALE 3/e-i' SEE Sre3,S t5 t Is FOR NIC-ORS HYPE a 3pN NOR •.SIALATV.a. INTO NW WOOD FRAME BLAUA " YNCHM SPACINGS AND YNMUN TOG[ DISTANCE ARE WOCKTOD K ON THIS SCDULL FOR E.D IOSS TIM RXI AJEO ON SCHGOW REDUCE ANCHOR SPA[,HG (n NUEnpLYwc SPAC04 SHOWN OM SCHOA`J rTN( IMIOMHG FACTORS rot THIS OPERATION To K .'OS'JYRF. IIf OX. tWING DeIANE". 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REDUCED SPACU:O f Lin M SP43NG WLIIGiD FOR TKH ANCHOR TYPE Tf.MO ACIOI SrMLL MO RS MIUU Me,VY ONI IRIS ON IM10 tiC1eDME 1/4'. , 4'. i t 1 P• ANCHOR rYK dPM" fYFtr -x2t`4. MMMC-AIM ch.-M MMNAM mmamo* VACMO p,L) 3 3 3 t 1 In• 3 ITT w9 um EOp k61Rf�6A p•') 3 A "IF - 3' " A "n" 1 O/IAAK: Mo.) BOa 3 3 1/3' ! AA23 f/Y1R' ACTLBL ®fl counE F I ../T. DL - _.. - _... .__ - r - - a.n _ ..ODD_ ._ _ _. a- 3• 008 •1e - '�m - a- 1 1p- - ...._. Tao - _ ICY - - - - . • SPACINGS ONLY VALID WHEN SPACER Q9 IS USED SEE � /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LFNGTH5 WHEN SPACER IS USED. TABLE!). c A.S.D. DESIGN LOW MAXIMUM PANEL LENGTH 40 PSF OR LESS 6' -6' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSr 5'-IO- A MAX. PANEL. LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SE7 ANCHORS & W/ SPACER AT 12 1/2' O.C. I......Z"1111, A..r!(!il' P�lEa , :NN�.•' •\,EN , '� '' FLORIDA BUILDING CODE Non High Vetocll Hurrlcon° Zone . 0.44167 = "`00.Ir AC �� 24 GAGE GALVANIZED STEEL STORM PANEL oRAw. *.: * _ * , ____... P'/"6,r�° _- _ ___._ .� ___._ ' TOTE OTc " ' 2n- !> -- ---' IL�iwe ` GLOBAL PROTECTION PRODUCTS, LLC. - �f a4 CNMM[�11MV Cole-,-WWL. ,rya a. Rw w1M emna FLIT.-1-� PM...... ' f� - .aN ' �'.,tiS' Y ( 1' ,: ,B OR)D �S -4 ,1� Mtn S• SI •19n « 1331- P1a1s Lw.1am, N3�rA41•p0)41'.. - 20-175 ONA IK, w. "I, NW3t GA i�AL1,-'I Pt, IIIInto4•t� /aKNYaUIC/EAIT m' �i_o- -_ BFn a d's AN -HORS (SET SECTIONS & ALTMNATW-, ON SHEETS 13. 14. 15 BIG) - ----- -_..__----., 3• MAX. R-tA/13. R-ZA/13, R-3A/E4, R-18/13, R-28/13, R-38/l4, r MINI. I D.M., 2O . -I "w. R-)AW/15. R--2AW/15, R-3AVI All. I. I --' . /. 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( � - PANEL BOTTOM CORNERS 1- 0 I 1C/ I i -_...-GAGA__. - _. .--_.-._. `` . -_ _ _ .- D.M., 3 , -LJ� - __---. __1 ° --- - - — -�P- - — Or O - WINE; NUT AT CUTCDIAD WING NUT Al 3• MAx LFF1 PANEL idL S] ROM PANEL 3" MA% 1' MSTA.UigN$ UNLY VILID FOR WIND I, MIN R-1A/13, R-2A/13, R-3A/14, R-1B/13, R-28/13. R-38/14, 1• MIN SPEED UP lD ,JO m.p.n. R-LAW/15, R-2AW/15. R-3AW/16. R-1BW/15, R-28W/15, R-3BW/16. - ANCHORS (SEF SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 &16) ,/4' MAN CAP SAFETY STORM PANEL (f) ELEVATION (t) - scJUE 1/i.t• 1 REGULAR 2.f67 IIPN O,LTOAP -1 WFBNf MYl£ - STORM PANEL ( ,_ _ _.. _ /) � SIDIOI PANEL - sr: - ,- -- - Px:r2= , - H.HNIININ ,, -. -- _- .. _ r__ _ __ `�tERA FOAM .T /4 tr / -� • �P� �!/: LAw:. cAPv = \ pigs L-...>,..m.:�-e-•-,< p ---. .:---- -�•A9e.- :,r_ TI11 T: Q - .. • -AGAR , LTC 1 I *: r�rs� LIFE PANEL * ,' ttr FLORIDA BUILDING CODE Non High Velocity NUT rIcons Zon• EXTERIO ',[••, ,to ID►• '"lk-,� 1po>o,p, ,.e 24 GAGE GALVANIZED STEEL STORM PANEL "I' '^sS/ANI....%V�t�`Y.N` --- - �- —---------- ------ NwA n 1- - T GLOBAL PROTECTION PRODUCTS, LLC. p1^'/IoIR �� / O I L E A I °SITE SECTION A -A ��/% CLEF- n Npn S. 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PANEL LENGTH (SEE ELEVATION ON SHEET 12) ox I CUSS 3) e" I 1 1 1 I aIF ... i" s r • 9 ,/E ac I I/4•0 TA•CON MCI" Oa'0C III ALTERNATIVE R-TAW ALURNATIVI R-i8W ALIERHA� ALTE NATIVE,R-29W �_PESEULAR.. PANELS 1LLlii.3AEM-PAtiE1 4... PANELS Q 1JFL_ SAE ETY PANLL LLMOUN Y1ALLcE 3/6 a.,�PHA TitZ "N'• SCALE 3/6.I1M cy'. - CENg --.-V FLORIDA BUILDING CODE (h tlU7E5 } • .. ,. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN - PRESSURE RATINGS (Pe1 AND PANEL LENGTHS A< )) PER '- * , ELEVATION N SHE E FLEV 10 0 EEf 12 o'. 2 FOR NEW WOOD FRAME GONSIRUCTION; WOOD , O • MEMBERS TO BE SOUTHERN PINE No W SPECIFIC BE E N 2. / E C DENSITY OF 0.55 OR EQUAL. %y- I .- 3 , 44167 r _ -A STATE _ ...- T S , F(OR10p•.'' yyyy,I.I'-I > I. .1A. , I 1F(gNl ,t ' w%Mt'O.TE C0f0 naFn ..L [COIN . 1� c fRL w. LTIiOw,-� N ., 1n, wIIII p,- rI, ,°t„w,rfw« anlPAn w RRRR A fiCA-00 rl IA. "L. •.T4) „'., ..,,, n 24 GAGE GALVANIZED STEEL STORM PANEL .... A.. ,.A 1. Awo In L PRO TI P U GLOBA TEC ON ROD CTS LLC. 1 Naoo 9r. sl XIII nYE, n IIsfN FWt1K col, -n4$1 Fm (106.I'se-en, PI/I 1mram, arc 20-175 NYM,MP Nw Y,F-,.I _ /p _-.- eILII 15 d 1R 4MAXJ1rtUM-.A,5.DA....DESUS.N..-PBS $IRE-BARRrt (D.s t,)_ANDS�4.RRE.$PC.tiDIN_S_IdAXLMWL.ANCHO,_.__5PAEINS 5Q•(EDU1L-F0R REGULAR STORM PANEL d) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTIE$ (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) L/AX AS.' DESIGN PRESSURE RATING (D • ,) MAXIMUM ANCHORS SPACING fOR LON E.D. PER SCHEDULE BEiDW nW11CAMF RI "E I A ANT C O�TX[71EIC'I MAXIuu4 PANEL LL:NOTII •L• (R,) NAX A.S.D. DESIGN PRESSURE RATING (P , I) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW 'K P'`r/Bt•E TO SECTIONS F t Arn C TION or THEM NAN,M,N PµEL LDIG,H 1. 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(TOP)` - T7 1/t x , 6 7$ a 1/1' 2 7/! f 1/•• - e ,/4' 9 i%A` ] (BOTTOM) - 2 1/2 12 112 6 Ile a 1/4. 1i 1/i• e_ - - e IJP a I/4• 3 (BOTTOM) 7-; n' r ' 3 1/a' -� a' e• - 7 11!' • r a' • 12' � e' -... ! ,n' .�.- T Y ..'d&-- 4 (TOIL _ 9' Y _..-_ -.- - D In r 3 t/x _,_ C -„ 1• 4 I 3' e _In' a 1 I {OOP) - 6•_. - 6• - r ._--._. a• a• 4 (BOTTOM) r a L/2• e• a• _ 5 1/2' r - 4 (BOTTOM) fr 7 1/2' fr Is' 10 ,n fr t0 1n it , B' 1]' 7Y- 6 (TTx) 0 (BDITOM) Ir \ 1/2• tr ,r ,Y Y 1]' 9" IV 7 In' ,Y e' -6Op) tr 7 1/Y ,r q-,, 10 1/2 ,3" 10 1/! t tJ7 a'_ Ir 7• fY Y 1r fr a In' Ir 9 1/Y 0 1/2' 7 1/Y. f]' 6• 5 (BOrt01AI,r7+/2'TJ' no- _ _ _]' 9 1 4' 6 Ile, u_ Ioi/a a 10 T/a ,- f s• -13 6 noP> a s' -ii -13' uv a ,n. 1r a /n' 7 _ a 1/a• 6 ,/4' - a ,/A' .e 1/•' f (8011 ••) _ _ - 6 , 11 1- B ,�4' 6 ,J4' 6 I /4- _ - -_ f 1 4' 6 f/a• I (Bon••) RE SKIT I, FOR ANCHORS III a SPACVID FOR .InL IL-DA, MI I= mm NIIDfr06 e MINIMUM µBoa °PI mn AND W." EDGE wma AV INDICATED ON PA rDq=L FOR LD LESS "" loulEo ON SCHMA: REa,JIt ANCHOR SPACMG aY MJL1BISIM9 9PAc71Al SHOWN ON SCICOM W THE POLaaeO rAc,oRS For THIS OPERATION TO IK POSSIBLE. REODIO SPACING OBTAINED LAIC FACTOR Sit EDT BE LL31 TWIN MINIMUM 1 &G NIN[At[a FOR SACK ARGHOR -E ON OHO SCHEDULE 1J/'F )/4•, ,/.•R 1/4'. ,/.•. 1/4•. A1QN T11i +APOIN --MTniML,wR M- ZNN/.-HwAA. GYR-W Me/aeJM ANCHOR SPACING (IN) 3 S 1 A 2 1/r 2 •/, Iff m-IIAJ ImwaVe NtoH ... f:.---:1 A I/Y„/'- -51/2 3'fr . ACIIIII EUOE O1n!5-._- D) _ FACTOR I .q' ]IY] 036 oA,020- - _ -- - 1• - !;�,* OARS n ", - I W •• SPACINGS ONLY VALID WHEN SPACER IS USED SIX WEE 11 FOR MAX. A.S.O. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER IS USED. - TAME /l e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-0' > 40 PSF TO 50 PSI 6' 2' > 50 PSF TO 60 PSF 5'-10' 6 MAX. PANEL LENGTHS ARE ONLY YAL1D FOR INSTALLATIONS ,,w7..•.11'./,N W/ SOLID SET ANCHORS & IN �671 SPACER AT 12 1/2- O.C. �vk A �CEN •'- �s tIIV'ii4 FLORIDA BUILDING CODE (Non High VRlocl Hurricone Zone • N4m "11,,f0o. R0 24 GAGE GALVANIZED STEEL STORY PANEL y(,I,II v:'-. '�'STATE -�T'--'^� I L E C O ,Nc \ GLOBAL PROTECTION PRODUCTS, LLC. w/n/2M0 PAR yO a4�R1.}STWJr TIn,Na . FNIiouit carAwi s,,I" at' u Wow 6-ea. n.w 1..-. 1--1 It, - <yT7 r1f-,MI AKIn (16N1MP-ieNS, IRK LM•)Ee•-125: - '.-aooen0 20-175 OA." N. I. M Rrn NA1910 A.L" A ntn h. PE lu^- - - n wn HO d ,I ---.----- ,--,.----- ---- ---------. INSTALLATION DETAILS FOR LIFE SAFETY PANEL .1 W-9- POURED CONCRETE ORCQ M-E BLOCK STRUCLIK$ T/4.1 TAPCOIt EXISTING POURED I/ef IAPCOM EXISTING POURED 1/4•0 TAPCON CX•STING POURED 1/4-e TAPCON ((rDSnNG POURED ANCHOR O 0. O.0 CONCRM OR ANCHOR 0 9. OC. CONCRETE OR ANCHOR • 9. O.0 CONCRETE OR ANCHOR • 9 O.0 iaNGREXE OR CONCRETE BLOCK CONCRETE 8LOCK (.ONCRETF BLOCK ;,•• CONCRETE. BLOCK REOUREO REQUIRED. ', NE.(AIRED. ':�;J, REWIRED. * 4) 4�I 11 ). GAGA. h ' GAGE T.. 11/4- i3' , 1I/a• L /x' L /.- 1/2• ,/4_ . ��_T_. (A�X. I , ) �- MAX: I -F'�`- MAX IM - 1 ! I 1 .) ..1 1 [�• 1 L'u• I I 1 EU• ( 1 I I ij ; f J/ .i�• I 1 1��11 f/r 1 11 I ON—ILPARAL' i II 1 I \V-'l� 9 1• Mo 1 p I/.•. -NNE• kX1511( -/ Io cLAG vA'I•>p.,• ii i _ I�1 .-SO.I• rXisTB/,F SEPARATION - 1/.b-SOT• EXITING IT I " n e GLASS N .../; I -ta o Er(TSTIg(,.NL T 5s•eoLrs r13, OL/55 d € SS AT Inn R GLASS !' I II n1X Id Mat X f _ - A G CLAIM p J i' i 1CHadA LA" It 1 A u aR� 11 1 I Lam,Nm r-41 I I 11 , uPc fXp 7-ty t' I i i 11 I . e i II 1 1 1' M6K � 1 V MAX. NI , 1 •t• AAt p I I }•• MAX- 11 1 A LENGTH CC hl 11 1 LI II 1 1 PANE' LEND b e' PANEL NkNG PEE E LENGTH PANf.I LENGTH I f' .I (5L[ LLCVA,ION II ;` I (SEC CLEVATON _ /! -- i. (5fC EL II I (SCE ELEVATION f pI p 1' Mn. 1 ON ELEVATION 12) II I 01/ SH[F1 12) ii I- M'.n 1 oM SHEFi 121 K 1 21 N T ON SHEET I , I i u r It- SEPARATION -� I a I Ir srPArUSS I R 1�]�(j' I I II TO ILSS I P j I L 11 f0 CLASS 1 E I 1 I , 1 u Grp 1 ..+`_-_-GAGA I I 1' , X ) I--, _ l i L/2 i 1 \J y2 i 0 1 0 e 1 If -3 I I EJ• Y I EOM t E.O• I 1 r' I Io n U: 'I - I a C ,Jr OC I 1 . I 1 1 K I cc -'r-J CO, 1 3i 4' i• _E__j 1 )'. W. JNI I _... I EO I „ E.5 .IDI Hj3/�N• ND. I EO wt Id2O[3a/V� . A" 11 pLIS rA}0 • I0.rS POGO e ,t I aC a t2 , at I 1/4'e TAPCON iN I f'' I/4'e TApCON GHAT 1let, TAPCON /,. 1/4-e TAPCON ANCHOR O a' O.C. ANCHOR O 9. OC ANCHOR O 9• 0.0 ANCHOR • 9. O.C. EXISTING POURED CONCRFTF DR EXISING POURED CONCRETE OR EXISTING P0URfO CONCRETE OR EXISTING POURED CONCRETE OR gACTRE'TE BLOCK REOUIRCD. -CONCRETE BLOCK REQUITED. CONCRETE BLOCK REOUIRLO CONCRETE W-M REQURED. SECTION R-1A SECTION R-LI SECTION R-2A - 0 REWLAB.PANW. 4�JEE -5AFETT-A JLL 4.PECWLAR_PXA_NELS W�LI. MOUNTINGS WALL MOUNTIN0 SCN.r 3/6"- MHINHNH,,, SCALE 3/0-1• - RE SHEETS 15 t Is FDA ANCHOR[ ANCHOR "ft /4.e /e . 1-f t SPACING ,OR w9TNLAYTONS INTO - S IIMUY ..LION wmxw Ora _ 3 U- FRAME DR EPICS YORYIM A1KtKXN SPACINGS AND YWNAN s - EDGE DISTANCE ARE INOCATTO ON Has •1WYMrMM KIw (W SCKDLEL FOR E.D. LESS THAH MOMAILD ON SCHEDULE REDUCE ANCHOR EPMJNG p, -p.P1 `.G_w._ .I. _. aWH•, 0.1M 0L) _-_- 3 Q1 MULTIPEINf, SPACIG S"'M1 ON SCIQO,Af BY IK FOL,OM"` /AC1014 AMA OM m CEA) gG7UR , ,/7' .. FM MI6 OPE.MIpN 10 IN pDSSIOI, REDUCED SPACWO O51.N(O NSIND F.CTO, SHALL NOt K LESS TWJ: 1 Try• .41 .A*MYY WAFANO INDICATED FOR MI. r 0. ANCHOR TYPE DR THIS SCHEDULE 3 '/2, ERA rll I iA3eP� L\[[NSF. per, NO. 441 = 67 _ FLORIDA BUILDING CODE (Non High Velocity Hurri_ Zon *T %% _ * 4RUT n"VoI. E.0 r.- STATEOF ,'rt 3 24 CAGE GALVANIZED STEEL 5)ORM PANEL�er`(OR _��E 6rry7/amoS'-•..:_ - -' f I L E C O ,Ne GLOBAL PROTECTION PRODUCTS, LLC. p„z/ LORAL •LA2.+�'LtJ 211woa . Inle6 COMPANY OAK EtiIS»m.1N1H11111t„t . 4 d - - a,w r..- 1-1 GH , ,. I UNI w, .a„ W.°K ta3.)eM-T3N3, rA fRS•Wm-•r4r 20-175 `GANG tKH-... RE. ..Gimp-.-0n6n r AI , , - --- INSTALLATION DETAILS FOR LIFE SAFETY PANELT) �� - IN O WOOD STRUMU-3 rY"/ _1, f-------- --I %"i WOOD HEADER RFOLNRED I _ _W000 HEADER REQUIRED I .T ` . I/4•e TAPCON V - _- 1 4'e iAPCON 1 ANCHOR Ol/9. O.C. -.. HOR O(B�• �O.f. , , _1 i -1/2' 1 file In• II/4. (MIX MAX I I I I 1 7 2' I 1 w I 1 1 / Mtn. '., I I I DI L%1St1 I ;AT e0.,i 1 4UL55�Ij I f[ I I.R RIn a Y n , O.TW,•J' p1(ISM-' I' ( DY IOIH RYO EI-Irl, HI '`� 1 I/ II I IDLTH MBI r-47I GI ASS N , II \4 I It i IL -MAX I PANEL LENGTH R N 1 'C MAN LL - PANEL LENGTH - -' -. - 6' II I 0 (SEE ELEVATION u I (SEE ELEVATION ON SHEET 12) ,°, - / i-.. ON SHEET ,x) II _. 11 1 1 , L 11 I� 1• WTI I 11---SEPARATON..-- 1 TO RLASS, �� II I - IT ' ,F I __ . t• Min 1 �" 1 II I 11 , ._ II--SEPARAIIDN '�--F e >0 GLASIL I 6' -i 1 � Lj7 i I __ ,- - F 0 r n' 1 a O ITT eC E,. (, e I t/r aG 1 : * 1 " I I E� E_ I EQ = , --. _ _ I 1 I..--... _-._. 2'X4• WOUO. 1 2%4• WOOL, - PLATE PLATE • I REQUIRED , 1 I I/41e PANELMATE PLUS KCOLARED �4'• PAELAATE PLUS 1 I ANCHOR O 12 t/2. OC ANCHOR O 12 1/2. O.0 { ALTERNAIJYE.-9 " ALTERNATIVE R-3BW SL_RESULAR.PAKL S !R LIFE SEA FETY-PANEL WALL MOUNTINGS .ALP )' i1((,;,%,, SCALE 3/e-1 ✓,p 'I, 3AQ�'.• \ACENSF•' No. 44167 - FLORIDA BUILDING CODE (Non High Velocity NUT icons Zone), "s LC>ES * : * e <.:Gw •AncG Nc 24 CA GALVANIZED 5 Y GAGE GAL TESL STORM PANEL rA. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (ps.f) AND PANEL %'O'•. STATE OF �W" i _ �P...• 90,f.. F(DRt�. '�� - _ -- --- __.^_ _- �� GLOBAL PROTECTION PRODUCTS. LLC. I CO[ °Mw" M' - d/"dn10f0 .TN PER ELEVATION ON SHEET LENC 5 AS E ELEV 1Z. 7. FOR NEW W000 FRAME CONSTRUCTION: WOOD - - �� 'II''oi S/ON AL �•��I-e..�(J N e RT'•'° a [RWIIEIwP °°nPAIIY .etlo S a 3, nacl - PINE IINhuHIMI•.t A • N. - 4RL ,1rw MRO4 n MY oWRL n. 3J31• PrIOIK NSW 1A. 2D-175 MEMBERS TO BE SOUTHERN No 2. W SPECIFIC / DENSITY OF 0.55 OR EQUAL- { Nr E. (Rlfa)pe (R6nM•-A1Pr w.A t-1.'11_- ppywl_InH `, - 6wNwo - Pr gAt/YChIT,wE/UAn _ pINnX • FELT A1.. P.[ , >oKtF �e a,,• 0 (1) Ln Cu � 0 C-U -4.- N L 0 O (1)1� = ca -0 0- 0) j (n (1) C 0 = -0 r�1•E-tR AV C) O - - 0 O Q = L 0 C 0 0 O +---• U- % CCS Q) L 0 J L _ -� 0 +- -M ^0- 11 L f —0 _� VJ IT\^7 C%j O " , OD X, -- , t Ctf 4. C2• :)- LAJ Cl- O L O < Cu d 9 C [O N M >C c u a Cu O fN 1,, N N d O R Q N GS `Y -3: °3 d d - y- O- 4 COI t 3. L13 N d J 'C U C C:'H =- a>i = .T > f/, x c E O d v .a W _� m L- U) CL (3.) -C, Z:3 Cu U (a) L. C co Z3 Lu 2 Q z z Q -) 0- SHEET N0, SH 1.4. �EZ1/Ia. EZIW/Ia - ' M Bi(su NOTE 2) EACH ENO p I _ f *I i"i1'T "r-`�'-T_'-rr_.-r•T` ' 111it"O PANEL) I (INTERIOR PANEL) I (INTERIOR ( PANEL) i (INTERIOR PANEL)~ (DID N , 3, 4 � PANEL)� W. @, ➢, f I I I I I( 1 PANEi, 1,CN➢h! BY �•I I t �.�OLTED WAEEL,4 W/ I/s@..2p.1• 50% L _ a nr . I1�-iLTj I L1 1_�jj_1 .. !aT T 11�"T...�Tfu� 1 4 .� i' jjjjjj � P 1:C L 1 J 111 JJ_ LL J_j LJJ_LtJ JJ_L%.1J_LLJJILLJJ_L�:",IJ1LL SEE NOTE4 T ]• AIc. L ! SEE 1' NR :SET :,(W LE7i1 NO E• Wn NOTE � / IE 3 ANAPS _ .. .-'-(SET 5[Cr10N RI A,XATERfRNATM E21W ON 5}ICL7 161 EZI/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(i)SYSTEM (t) 71" MO. GAP AAI.NM (SEE SECTION EZI a, ALIER/NTME EZTW ON SHEET TO) %e-1o. I. Min Y.k..klW •Cy ONDTE 4 7XKILei :t:L7: .n ENGINEERING EXPRESS" PRODUCT EVALUATION REPORT September 15. 2020 Applcatiot Number 1788E 1 - R2 EX Project Number 20 315421 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 PrrMuat Name 8 Description 24ga GaNan)zect Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is teeing issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Corrutrisalonl Rule Chapter F A forstatewide acre ace er Method 1 d The product noted above has boon 61G20-3 005. C n M ) acceptance v 1 'l I n' herein t h col lance with the Florida Building Code tested an0lol eve. uated as surllma Zed he et o show 1 YN ri0 Seventh Edition (2020) and Is. for the purpose intended, at least equivalent to that required by the Cooe Re-eveluatilo of this product shall be required following pertinent Florida Budding Coda modifications or revisions Substantiating Data: PRODUCT EVALUATION DOCUMENTS drawing a 0-3154 sled '24 a GBNanI ed Steel Storm Panels HVHZ 8 Non-HVH she.ts 1 5 EX d 2 3 I t ee Z) g D 1 prepared by Engineering EXjsess, signed & sealod by FranP Bernardo. P E is an Integral part of this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested m accordance with TAS 202 test standards Y test Un st s to t Ile. pNl T-A G17 1 lac w f Testing, Inc Te its 1188 S 00 h B k ate asp O Y l0 0 Larne miss)le impact resistance and cyclic leading performance has been tested in accordance with TAS 201 and TAS 203 fast slandruds per test reports) 06T•ASG-17-001 by Blackwater TLreUng, Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering ctilculalions have been prepared which evaluate the product based on comparative and/or Fational analysis to quality the following design Cole.. 1 Maximum Allowable Spans 2 Minimum Allowable Sports 3 Minimum Glass Separation 4 Anhui Sparing 160 SW 121" AVENUE SUITE 106, DEEAFIELO BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAM'OENGINII IIINGE XPRESS.COM ENGINEERING EXPRESS.COM H Pxn Pk , A'e.ncro-, L.•FIS • kJ -a... W.,JhU ,/ L: tlJVU / T-F ...__I I . xx' T Ik r lr4rr_ y..s¢a=t+ne 1,Id,ITkL•9'. r-':rr -ra2xT w.F F kN reN3111R JI'1'N" C �C MJLL 4. A- LI ..., 4 r•rut'X• JfA' ].c 1� I H b%Iw' I W. rA;� -nJ'LAD A •k' IkN;XAIIkH.I MINIM, HH.I IPA I 4416T STATE(1F��Pj '- .�'• fv'LI s O,i.• FCDRID�,• 4' LAST RANEL(3) TO 19 iNSTALLED AT EACH OPENING SHAL,. ALWAYS OF PROVIDED W/ REAR HANDLE TO FACILITATE IN5TALIA" kit. 11 ,IN'ENN L, TO BE INSTALLED FROM INSIDE OF STRUCTURE, SQT�4� (I). E-2 HANG STORM PANEL SYSTEM C/7N$1 ING !3P PANEL •N o TRACKS TOP ar BOTTOM (2) END PANELS SHALT. ALWAYS BE CONNEAIE.D 10 BOTTOM TRACK OTHERWISE A STOP RAR (,V SMALL BE PRCARDED AT TOP Or SUCH PANELS (5). IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION SMALL CONSIST OF 1/4 @-20.3/4" M-S W/ 1/8'0A3/32 WING NUT ON 1/4 aM3/4 Min THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY K AT DINER OF Iwo EXTERIOR FIAT FLANGES OF END PAW. (4). IN CASE THAT END PANELS ARE Y407 CONNECTED TO BOTTOM TRACK Ve. A STOP BAR IS ONLT USED AT TOP) AT LEAST TWC PANELS SK41, BE CONNECTED 10 BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) A80VE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM 1R}NAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WINO SPEED UP TO 170 m,P.h. FLORIDA BUILDING CODE Nan High Val.Cily HU,Ncan. Z* IT .401R "trim, 4S 24 GAGE GALVANIZED STEEL STORM PANEL nv.AN Rr IL ECOIIIE GLOBAL PROTECTION PRODUCTS, LLC. .60'•` S..'. LYi s1tLLr[ O.Nk r r. (fS1MIM']aES: YAp ra..,YN4-Rrq, rm. --- 2G- 1 75 .., E� MEERMYD Cd1fFAMr r. p.n .Mho, W6Wi n Y1,N cA_[inpc>19 I F. •4, 1 IMA4aM ,P,.r„M _ _D4AI.4,G .. Skit, II C, FNr--;iNEE(�I(N( Pace Nd '_ All Anitailan Shutters and Glass - 248a Galvanized Siftl SLnfTn Pane1N No 33% increase in allowable stress has been used in the design of itus product - Separom from glazing is nod requeed Tor installations outside of wlW zone 4 and essential facilities impact Resistance: Large Impact Resistance. THIS been demonstrated as evidenced in previously listed lest report(s), and is accounted for in the engineering design of this product Wind Load Resistance This product has been deslgnod to resist word loads as indicated in the span schedule(S) on the mspodive Product Evaluation Document (i a engineering drawing) Installation Ttes product shall be Installed in strict complLlmo with as respective Product Evaluation Document (I a ungmeennU diawuln) along with all components naked therein Product components shall be Or the material specified In that products respective Product Evaluation Document (I o engineering drawing) s1&Conditions of U Limitations Use: Use Of this producl shall be nT strict accordance with the respective Product Evaluation Document (I a engineering drawing) as noted harem All supporting ties[ 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 lot in If" product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. Ncomponents which are. Pemunent WirslaAEd shall be protected against ail corrosion. comainaion. and other such damage M as times. This product has been designed far use within and outside the High Velocity Hurricane Zone (HVHZ) Ras f'el:111611N Crank Hennardo, PE ENGINEERING EXPRESsa 01rF,046549I C'en Auth 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, F1OAIOA 33442 (954) 354.0660 1(801 396-9999 TEANOENGLNEERINGEXPRes6.COM ENGINEERINGEYPRess COAL V : fi L N'b--F, cu 2� }A 1 - T - z 11T A. Mk= n.sc -z•71 C } W F I, I,•a N• LxE31 ru EYr: - 'N'�. •"L-.ANT rc_;-P- �'" f2 YARINwr .Cei vP. se 4LL 4'4L'.. c-r NU,I ..It COL NOn Oft MOIJNf 9CCrf MfFIA IN4H iy we _ ,IT r Irr Tsui 1 �i.ti Wi � ♦.."Av hlV� 1 V WALLPWH1 S=CnON .A C 1:J N-IJIR •F ', n'.iV W 1t�'r f •.N...,J�ra J.L INer ' •T VI_I rr..v L_ T r _ Ivw vvnPv [�:'� r r F x: J � Da'1pMEcatR -._ ti '.-' H R 4 ��,� IINnLiHNrP HIe W1 f. F',WN Nki 2. �T A.L Ar, L -r FT rru•n nv-c^- a..Or... it-i T?f X"PLR ODTpNAOSURE DETAIL I FY, I �� i �1"CE ps M kk'1"- HaaHRYExr-� �� `�NB RIE I 1 20-31543 1 INSTALLATION_-QETAILS FOR SERI€S_2000 E-Z HAN-Q 5-TOR-M PANEL w1 i INTO POURED CONCRETEA.ON0Ejf_e._��Q�I�_�ND W000_. STRUCTURES _.€XISTING POIRN:D CONCRETE OR I ,•1.1 TAPCON �i. tout eL oC REQUIRED. K ANCHOR O 12' O.C. / � 1 I�-. � 1 I 1'-: 'L/ I /A'4 7APCO4 - /l••" HEX HEAD TF.k rants wpOD HEk11n HFotnRFU .!) - 1ay1' HEX IffiD Tb[ FROM ANCHOR • 12' Of, ,y EDGEwOt',y/.' ,I 11j r�'rjl ICRTW E OF �/4' 1 1 L.If�/7 ^ s uol*s .,®a I , e s I •' tic @ Ir SEPARATION EXIDTING_II TO GLASS 1 I 1 , J/te"e IO 14�FWFL I. MINI EX1SII1tC �� SEPARATION ' 1 E' N J/I B•@ GLASS R tiUWNUM POP GLAS �iI TO GLASS. �'aMNNlM POP It I S T) RNCr('�I R,yEI. - _� vor-Jar a .._ a'-o" VAX //47NNNi• -._H � I MAX. q IA 11 + I I N'ANEI. LENGTH Fir ged15 W + { PANEL Lir+clH • G q 1I1 .:T` .mc B••$EPARATION 1 tl I' Mtn Ir"-'...SEPARATION ....1/4Y-2o,]" ,$a% X 10 0IA45. ; O IT TO GLASS . IJMBBCREW OF L' 50% THUMBSCREW II ! XIw1 EL 1 ED I I/] 1/2 -1/4.4 TAPCON ANCHOR 6 12' D.c TAPCUlN ANCHOR O 12" O.0 [ 2C.IZE EDuRE0 2'.4' VKPOO null. C CONCRETE BLOCK REOUIRED Rrourri0 WALL MOUNTING WALL MOUNTING SECTION EZC AISEBNATIVE EZJ.W SCALE 3/8=1" SCALE 3/8=1' $CEN( '•. ?' FLORIDA BUILDING CODE Non High Yetoclty HurNcena Zone NOTES,* MIN. PANEL tENGTF! a p, __ P7D2b'"TM O' Mc 24 GAGE GALVAUMZEO STEEL STORM PANEL re.. I. INSTALLATION ARE ONLY VAUD FOR MAX. AS D. DESIGN 5HAt1 BE 2'-6` * # PRESSURE RATING 4/- 40,0 P_s.l AND 8'-0" AIA71 * : - PRNEL LENGTH, tz "FF'•, ,STATED J I��(„ Q LHc. GLOBAL PROTECTION PRODUCTS, LLC. 01/EBPYR'. ° 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %RDA: .I fC jFitn � ~ • Esn'+FiN a F'�oMPANr I@ea se. 6r s1Rm MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4; N%'•. e, Ir W4 "@I�•'.54 1' Mt« DEVN- FL A'T'N• DENSITY OF 055 OR EQUAL. ry SJ(j ••Q,NW� w.n.:Emr sr .N�w..tea .�kul q•-'wr cwkAE•L9eH1ks-7s.a rAX.('sa" 20-t75 oANnNc r r111f1/1WBl c3MaMMFJDNiE .-^ -H I R04i L, 11. Nf � RREI is OI It FlUrWHIPr L96ALVANIZED AMERICAN SHUTTERS AND GLASS 2 STEEL STORM PANELS ;HVHZ & NUN HVHZjJ WIDTH UNLIMITED (PERP, TO PANEL SPAN) TOP MOUNT (COMBI 1 TYPE A5 'D REQ ) sEL'TIDNS OPLTSWI h"•20 STITCH - BOLTS WITH WASHEItED WINGNUTSFASTENED .. OVERLAPS IF IANO(USE APPROPRIATE SPAN TABLE) op L�2� LU(XX} g PLAN VIEW •4 4 !NK4 130ITOM MIX1NT \ t ([DNN TYPE A \ a 'D �) An.14t A MAY BE ATTO -,�� 0}75' a ROTTOM _TYPICAL VER.IICAL MOUNT ELEVATION TOP MOUNT PE AE RE TYPE LmaX CONK (SPAN ABOVE '07 0 STRlR:l1gN ) BOTTOM O INT TYPE w1 115 REQ D) 1 N-oBs-mucnoN O (LOCATION MAY VARY) W E W SE o t, FfCONNTYPE OUNT iTi IY q'D) BOTTOM MOUNT (WP4'1 LmOx TYPE AS REIY')) VAPNOVDH(SPAN BELOW OBSTRUCTION) UNDED,OPTIONALELD MA ITCHED ASREQBOLTS I -2D STITCH EDTCIEAAT CDNNE WASMERED ANCHORSA I USED WHICH SATISFY WINGNJTS FASTENED SPANS AROVEa BELOW OBSTRUCTION OVERLAPS 0 MIDSPIAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.I I FLEVATIGN PAN & GLASS ALLOWABLE PANEL S SEPARATION SCHEDULE: 24 UCiF A PANELS G - M N M M r) l 1 ARA N ROM GlAbi (NV1,2, WIND IONIC 4 G ESSENTNU EACH ITTFS) I nNAXIMUM I n k SPGN o Al1AW ABM I T II IE'Fi NS AUAi )N4 } 1 A AFAt N NST 11At10N5G E . NFS EISPA LmNA THAN }d ABf GNAOC I IN 30' tlDVE GRADE (PSFI 1 l'tl I 1384!R 6nfm 716m 1 f J0 _ 0 06 '"' {4U0En bJOW Ib In (46 1708N e061n _ _ � IILn ♦/50 15U,CI In 6.06. Nn ,.141n /_� SW6iin 608 7-35 u, •/^M7 f� B32nr-.._ 6Gp1 .-. 75i In / 1 � 59AM - B.tl n .,i M 7 FAAIV SC-.f1tU Lt IV CJ � u u I : P H WITH T 1. EINTEA SPAN SCHEDULES WL NEGATIVE F DESIGN LOAD D PANEL PASTENER SPACING i0 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEOULe 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 ('r,TAACII, STUDDED ANGLE, ETC.). USE 6IT A F P p O,C. PANEL FASTENER SPACING T DLE VALUES MR AND'U"-HEADERS (INCLUDING GUILD OUT CONDITIONS). 3, LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE U.A NExT HIGHER LOAD, GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WITH POSE71YE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE 5EPARATION FROM THE OPENING TO SE PROTECTED_ I R 7 SCHEDULE IS R 1 tD FOR USE WTI" POSITIVE LOADS ONLY 1RU INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT Niu'NEP LOAD OUTSIDE HVH AND 7 ESSENTIAL 3 FOR INSTALLATIONS W S E OF THE Z OUTSIDE OF SE FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE 1S NOT RE(2USRED AND NO MINIMUM SEPARATION FROM THE PROTECTED QPENING IS REQUIRED N G I 6J 1 MAXIMUM ALLOWABLE DFSTGN PRFSSURF-S:- Iti:fi•I' '•OTo'' • AS NOTED IN OESICN DESIGN NOTES: SCHEDULES o , e POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED x x FOR USE WITH THIS SYSTEM SHALL BE DEYERMINEG PER T gg EPAItA E INEEiING IN ACCORDANCE WITH THE rfMi R G0'E 3 C CODE. PRE'aGURE RE IREMETA m E, v RAINED I) .E ACCORDANCE V H ASCE) AND CHAPTER ° S 16 160E OF THE FLORIDA PO BUILDING CODE SHALL BE N THAN FL O0. EQUAL TO THE POSITIVE O0. NEGATIVE DESIGN W U.: �> (i '�4L PRESSURE CADACTTr vAl-LIES LISTED HEREIN FORANY ASSEMBLY AS SHOWN ogH OA GENERAL NO-FES: 3t ] LHfb SPC•CIRCARON HA? BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE THE EEQQUjftEMEMT9 OF THE FLDRIDA IU1Lp"'CDOE❑ui ' 5EVENTN fi01TLON 2020iRrT1R LKE iNSIGE AND OUTSIDE OP THE NVH2,PEP by TA52ou ZA D7 T1E TPRON"OIS. CONIRAC NOR SHALL INVESTIGA � AND CONFORM TO ALL LOCAL BUILDING CODE AN ENOM ENT9 WHICH MAY APPLY, OESION CRITERIA BEYOND AS 5TATED HEREIN MAY REQUIRE (n AOOITIUNAL 6RE5PCCIFIC [EALEU ENGINEERING. 2. NO 3?tl3Y„ INCREASE 114 ALLf1WAEL6 STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 3, THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUIIERSTRD R' IN WHICH THIS DESIGN t V A CE W W^Os USED sH HALL BE U, -. FOR THE INTEGRITYOOKOIN OF W WHICH OESION WHICH ORTINGSURFACES TO DESIGN (7 TEALL TH E A(THIS 1Ri4ll @E COORDINATED BY THE PERMTTTIn6 CONTRA[ TOY, EE RftIG SHAH @E REEQOUIRED IrI 4. GE,AMAYr 'SITrROM DerECTCnN FROM LOADSg, DEFLECTION CJR SPANS CONEAN[D ORDER., ON IN. C TACT THIS G R E4,, 5P r' f S HEREIN. ERE UN 7 sEN (NEE FOR ALTERN47E All YCULA77019A MAY B!'*!0fU'REO iME FC DETAILED HERETTI SM. lF GENERIC NIX DOES NOl' PRN7 F SETS. FOR SIR CDN P1TIpN6 DIPFt11EHT FROM INFORMATION- U pS W nn{ THECO T114S E AILEDSPECIFIC DETAILED HEREIN ,ALICENSED ENTSFOR ORREG6TERED THE COECT SMALL ARCH SDECJFIC DOCUNF NIa FOR USE iN F clip" WITH r"Is DOLT, CONJUNCTION THIS DCYC PRESSURES 6. DESIGN PRESSURES MOPED HEREIN ARE fM5E0 ON MAXIMUM TESTED D H R PNE@SYM1ES DIVIDED By A I.S SAFETY FACTOR. 7. qqLL FFASRNERS To Its t/.'q OA GREATER DACONADC 3 tJNL[55 NORD N ; IR h - CTfHERN'IeE. FASTENERS SHALT SE CADMIUM UiE DR O RVYIEE CORROSION -RESISTANT MATERIAL AHD SHALL I-DMPLYWt7LI SPECIFICAT"S FOP AL MITI STRDCTDRF3•' 9CCRON 1, S BY III[ ALUMNA UM ASSOCIATION, < Z N 6 •' `" '�, INC., B ANY APPLICABLE FEDERAL, STATE, AND/(XR LOCAL CUOK. # q 0 ALLSTORM PAHEL. SMALL BE 14GA STEBL. L.0,024' "r P P N S NFU M A Tr 9 3 OP I A ELS HNLLL I_DI R TO STM M1l 6TRNL URALOUPLI _ IY dL STILL. WOYEALVANI)[D COATING WtM A MINIMUMT F -4ANE 1 I. LU 9 ALLOTEDOTHERWIEXTRUSIONS SHALL RE 606?T6 ALUMINUM OY ALL � UN NOTED M. Cr II T F AIIL 1I rD 6 DDVOTA pETAII I S MAYN MAY @E ED VER ANGED A5 MELD ORDST10N3 OICTATP P ABLE. MAV BE M W NTED VERTfCALLV OR HORIZONTALLY AV Q CHOR&NOT HEREIN SHALL C EMEANCH KTO NO CONCRETEANCHORS ONLY. S MANUFACTURE CONCRETE ONLY. INSTAL( All CONCRETE An rNORS. PER 13. THE C NTR RECOMMENDATIONS.51 la. THECONTRACTOR 15R%TERFI1@LE TO REVENTEOP.PROTECTALL MEMBERSMIXNEER DIALAFLAR MA7ll To TO PREVENTELEC7RALD5, ENFINEERSEO V AL ACES RIX:TU 5L .T 11 m 14 .ro LDESIGFI As THI%EDMIFICA SHOWN r u'� THIS P r T s U Y UI USE OF ID s C{CntAT10N B CON RAc1oR, tie X4 TRACT ,' @ 2 e M� A EAVES THIS ENGTNEEN ALL C05T A DAMAGES INCLUDIN �QR�5{ ti d ` LEGAL & APPELL ING MATDgAL INCLUD TION, FEES E A.TION, & CONr, TtUMCr PRAVEL &RUL'TIDN CODES CES DEYOND THAT WHICH IS r_ FO1 ERECTION, STATE, WHICH I& CALLED FOR BY LOCAL 5'MTE, A PEUERAL [DUB B FROM C(H U flip +EPa OF T OF TM75 PLAN. ILL C C E10N6 EXPRIEFIRMATI NS ARE INTEND NO ADDITIONAL IONS GP AFFIRMATIONS ARE INTENOEG. CERTIFICATIONS I,. ATM '1 a , rRMMC ApD[T[DNS DROMlR reP IFEcA 1O7niS DPXIIMENT ARE NOT AND AI.1DATE C O'a 26 L @E E ED WYICATION LTHPsABELED PANEIS SHALL PM it' VERY3 FEELENTAINI GTLY LF,9ELED'W INFORM TIO OF 1 LABEL EP 'VERYa,q FEET. CONTAINING THE T+JLLOIYJNG IN rORMATION' () /j $ a �y kip w =£ N iP ]Blatt nAtl011C7 APPR01%AL NUMBER / l� "2vrwlNlr glµE ssuwVD,_ 20-31s43 scgLn - VISIT ECALC.10131643 RN FI LCA T hN 4hNl'R iW!%!kJWNIOr LFWME.ip I-LLLI MINIMUM ALLOWABLE SPAN SCHEDULE ��iT_-P-ANELS}�--'_ TOP MOUNT gy g @g L A JgI' Q3 F1 4" , v3{ p • A2., 0' IF 2 24" 2T 22" s' 24' T "U• ireae„r O' 0" C' 23^ N" 2A•' 2 lr D' 2r 7S 1 2 E. 2 2M HFsdPr P o J r FT 7 0' r x J 4 23' 1 2a' 11" 31 1/" 23 II P7r w AMI 2 r 7 d ' 0' 2 � AA' sD 6 2, 4G' A JO' PT Jr ii '�' 3 1 -�i-" ia" sD ii' 'N ._,"av R a 1 il- W. s6' ti Os.IX Molts 6 7P ;4' 30" AV SD' 2W AD' 24" 1 41P 30" .59' 'U` Haft or, O it ZC O' 7r 27' ' la 71 a 4" 7 r e SD• Sff Ae Jr 4C M' 5NA 1 23" '27" E T" 1` i 1. /1' 3O ?3' 30' T' C Tr REA le x ST 1T h qqq€4x J 8�vi N ••AA�n DWUe�u > 4 < W m L r� Mr ' N ` '71 9 £W W, _A LL R W " DW b LuJ - i H •a;" NEL iiNi.,�w u n,w ` w i� a Xr Nn% n Tx1D1W{Xer C Nun 1 k H,U58 NLnG+ l ARL AW]VI' A (n AOrRM'AN4 2 NO tk9A11A41TM NOM OLASY IS 4IGVIMtfi AY,CAI PAaL,4NGfI, tS CPLATFR MAN rtMT NUDIF FLw anPecnvE N@4Tr 7NG ¢wuMe,n,wAbovP. 1 U4F0MMD!I. NAIRONiITRFRRUIMW +OP A11 W I1fiU.4lrt0MUG,RuXmR NSTINAMYAATTI IN RON WYa.A 4WTTM Fit AP M OE44, TAa2 A'RUM T C7 m ADM 7T9•(WITHM I"I'M UT PrON somi AND 44/A PANELS,*oI w1TM PPMN PASTED" a U s' eA U.0 'L 5 MM4 M..,.IMUM uW01NR !1I d MTIN.4Wr IDR1.HMIN Q ORS" Ilk" uNNYOEMmw SM6wNIN rtTHAWINNS 4� OPTIONAL INTERIOR FASTENING DETAIL, Ln a It!tJf ;J6rt In�u Y x 3 .4rT.nNe. INRTA[, R-. rQz1 h a' r NDH INTcurnl '`yOyamG 3 0 AONACEM 1 PANG LU f ao d K INf i'NS 5IO@WAIN ock"'. nA<HIMscAAw imuR-[nA NDv W'J UPr N,l1 AW'ANaRRD ,WAfONLn Ib IrtfIJt RN^E a gg ul �s88 0fi a ., K Io.I./4ACHB. 1,a W SAID WJ WASREPlD 1° 99 TF A V B R'R I 0e�9 L `rONNtc*s ermD��tln p Y � � � � Cy� 1ANLLI AFOoI •�'A u �� et'1tg �� rd'Il1 �D c[WN *,PE AS ATOP -,['laDll ,rNPLrkrAw'NOns .' NAr,wiMrtrAv@eNMNON rvlyilNU LUNCMRrE wDOLIMV Nra"N. rH, GN;INLIM rWf R,t YALuc C444 R,.nr.„,n 20-31543 1'A'JSIR rIIAMTNN A✓A 1 PANGAPJAC1, T O aI,NM WIHH.' �. OPTIONAL EGRESS PANEL DETAIL__ _ S INTERIOR FASFNING /•'T tRNJL' OfkNXM+➢O. PE . PEOa V4 p 0. 2.240" D.09a" I-1 99a` 2 nor, 4i?00.9-1 07OOGO,pp ``pp11ets' 125' G'.994" $iJ. o n12U" TYDTYP" 1.930" O,OU2l^- -LJ S_.l Toz50"M�L a10'• 4.062 .250" -I 2DRYri I- 2.000' rrP 2.020" 1,180" ANP2E ATJ-PHI CIOSIiNE �snJ� << T ' reAD¢R ,,, "kf HEADER ,c•� 9u1t0.eu1 •u" HENfER 3380" MAY 0,313' 1.510'.31 ,:r, 0.3?6` •�i_a4q OS76"-y I- D'01 "2 .II�. &3E1 ®` l `� O.t79 L[K55" p.i9�...I -M Ih655" 0.886- tl.350" N � r. sssi1' 0.19L1' 12.SG0" PANEL COVERAGE i- r,I- 1--- 0.250� r 14.875" PANEL LENGT 1 tl m �f,_i ¢o rp,5i5„ I 0.52415U'O.0 N• (III "1 DIRECTION 0.09D' _ AI-v.,IMvn of zls� tits ooas• 07110^ .3os" no d3s" v1 TYP -.II TVP Ou='u �-n 0:7a0` V ROIL➢-dIT 'r" TRAGN. n'T" iRAOK F •� µF. D'1J 1 w VIE O Y°HD1�Ir a,957".. l�Y -' Ia NFYM[%.f WAYfER - 0 11 6' W : nn':.,•.u•. uP ) 0 19019D"-y Q^ •" J '.aIY Y.ITI.11 YUIy: a� ` .,... IJ D Rr,,T,- 1- 1 3.000" f.(� D PeJ PLf ,t 'n D,3 O fE%1FNUF0] I1tt.L-��J I.VPRI \. r4M1 nr .N: J p to 7.K d1CAty ,pHf1,1 LnVERLAP U:Hn•.f,C /gyp CORNER KDW0.F PFTNL� 1 �-- t�1B8"]' -LS" ali BUILD -OUT .li. �n--kr,•Ah'iNn- 4 xr-u^.3 =r-uCw a' - A Y^r Y I [MIA IN 1 DISTANCE 1 I/r 1 c d J - nnn.nr rrcr s L ' 1.0 �n J _ar'1 F_enT'AaDoe n_ - M J" •"s k 1 uM• '.A' x Jln EMBED >YNlr f. • lMlAr•1 IA NtP S.,,if '� _P a== cEr .,, ,rE•,tET.r _:xlal:rM DT Rill. .r d r. s„ MA. 1" 1.50o" 4 3 S J R n TIJAI, MIN okSpj r,= � 1 pp K 1.SOD' 4" MAX MIN I__ 1000• Lv N ntV G.RTT.YITJ' 31 CORNER OLOSIARE DETAIL _F .N•.H>�;'?y8yy EMBED' � iYs. Ar' i yy QY 0 TRAP XIXINT CL06UM1F DEfALL ,) fT.ET..V „�� E pia 1 NT@ $S �aA 1T cOPMa.Ir-wrRit,R), 20-31543 Rcus: I - PAec RcaFwPnoN; ANCHOR SPACING SCHEDULE: 24 GAUGE PANELSPANFL Fil'jTFNERS O 42 5" 01. Et3�tfTE91E6E91�E7l�EFF�l�®' Il3��EsiBE33®QTL•7�®_®�t�i i{ tLrJ.Lmv SHIR 1 Mall ® MISM 111=w iYVELiaBI� ' IBM M MMiId10 i -- E'f3o W�1111 mmamlmamECM �tE1t�tEllmtt3[mt�Iti�EE�mFT7F;a, 1� �ii v/i�� / ry �y yr/N "� tt, !"Ore" t Mtn, / �y /, Y OF1�Eil�/ :tZI1a® �Pa B13��% Itt�rt��ts�mt�crov�� ®tII�3Ytt�A RiDi43iB��t�� MAI �117[b1[�19AESiiEi 111" MAX DESEON -MEMO. PRESSURE Typo @ !.PNV nP IU e ; nvl Ur ,,, f , „ n I • J ,,. Its SeR LrEes CI R C1 C4 5Qaa TYPE C'1 C2 CT C4 CONK art rI (I C3 C4 1J1 ,T EMBED 33 41 46 S2 rt I2.S' 16.0" 160" 0,9" 12.5 60" 1 le0' 7 " 12, 9' 16.0" 1 0" 5.7" N 5' la 0 law or 12-5 16.0 13➢' 6-1` 32 5 Ia 0 14.116.0' 12. 5' 1"O is0 7.5 1Z5 lb •141' 0 6.0' 1JS' 16.0"147 60' VI C' 12.R' 160' IGO IaO 14T' G�9 8.0' 12,5 AL 160. I60' 147' 6.0' L47•' e0" 1J,9' 12.5' 16.11"147 bD' 16:0'].1 bn' D14 Q 11 s 1 U2' rk xa� 53 OO 4 W D9C0.EY 1 46 ]: 72 L2.S• 6. 16.01 30.1' 12.5 18 0•' ItA 7.0" 1; 5 16.0" 10 FLIP, 16,0 111" at 12 S 16, ' 0 9. 7 S6` 12 S' 0" 16. 4,7 34" 157 tir ll 5' 16,0' ILO IaD it I" 15.0 9 6' .D` BI S.6" 12 S' %TV 1 4 16.0" FIT rip, 6,01 11 B.C.3,6" IT, 16' S F' 12, V. 1" 17.5" 16.0" 9.6- 66 °" 1 ' 16 @.e 8 6.0 S 5.4 v 4 q 73 FAR CAI'CFAS' 41 �U Ae T a.Bll@ala�B 92 72 12.4 1 .rY 1 0 12. A O 1, 11. 5 91" 9 1"' 1 2.5 12,5' 12.6' I6.0' l0 12, 5' 12.5 18,0 173" 18: ILA ILL 12 5" 16U 16.0' L2:5' 1,11" 150' 103" la IF91" 12,5 125" 16,0' LCW' 91 • 3. " 129' 12S' 1a. @" s.a" • 5' 110 F ,'(4" END. 37 A I PUN I fI IAA- 41 WOOD AUSN Inc 46 U1a.@P 72 ISO B 6' .7 1 .S 15 ' I 3" SC 0• D" 3 12 Sa.1" ' 4.I- s23' 12A" 4.114 a" L2�5' 1 .4' S9' S0� &25" 1L3" " 4.0, !§7 6.23` 4,7' A 0" E 2S" 6 29' 12 3" 4 7" 4 0' O.IS' 17 3" 4 r" 40.. 0" 6.21" ANCHOR NOTES: ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUTDrLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAKI MUM ALLOWAIJ ESPANSAND PRISGY RES INDICATED IN SPAN SCHEDULEE SCHEDULE APPLY. SCH 2 ENTER ANCHOR EIX1lE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTUR E MATERIAL, D ANCHOR TYPE, SELECT DESIGN LOAD GREATER THAN E}R EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET V FOR IDENi'I FICAYION OF LYJNMFL:T ION TYPE). 3."PAWL FASTENERS" ARE STUDS USED IN COWUNICTION WITH ALL MOUNTING EXTRUSIONS "-fRACK, �IUUCED I16E575" C PANEL FASTENER SPACING NGTABLE VALUES WESF OR ALL "H"- AND 'U'-HEpLETS(INCLUDING BUILIXTUT CONDITIONS) 4. ANCHORS SHALL BE RNSTAL.LED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5. HOLLOWLOOK MOST STRUCT CONFORM TO AST C'9D BLACK. 6. MINIM M EMBEDMENT SHALL E AS NOTED 1 NN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOF5 STUCCO, FOAM, BRIO[, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMA ED TO L/4" MAN OR SHALL be NERJFIED BY Or HFRS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE s• CONCRETE AN]10RS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXIST(NG CONDITIONS MAY VARY FIELD VERIFY THAT FAS1 ENTES ARE 1NTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING T PIECES. O PLYWOOD NCHORS ABLE OPFLY FOR SW F C E OF $1DFRA l0. WHERE ANCHORS FA51EN TO NARROW FACE OF Sl LID FRAMING, FASTENER SHALL DE LIX;AIFO IN CENTEROF NOMINAL2" X 4"IN M) WOOD STUU )` LOGE DISTANCE 15 ACCEPTABLE FORWOOD FRAMING!, WOOD STUD SHHALL BE "sOIJTHERN PINE" G-0.55 DR GREATER DENSITY, LAO SCQEW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, A ARE W T PAN LMATE ALL- 5 A 12 M [HIM S ANCHORS, SHALL R DE AL E FLENTTO SOLID- S B BRASS BUSHING G L2 MAr_HLNE 5'.:REWS SHALL HAVE 1J2" MINIMUM ENGAGEMENT OF THREADS INTO THE DOSE ANCHOR AND MAY HAVE EITHER A PAN H6A0 TRUS5 HEAD, OR WAFER HEAD (SIDEWALK BOLT) U NO 13. MINIMUM EMBEDMENT AND EDGE C4 NCE EXCLUDES STIKCO OROTHER WALL FINISHES I+ - DESIGNATES ANCHOR C06WTTION6 WHICH ARE N07 ACCEPTABLE USES. 15 �[ DIRECT MOUNTING CONDITIONS. 16 LINEAR INTERPOLATION 15 WJT PERMITTED FCA USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET >3II9 SC,Y- 'kark- 20-31 U O (3) C) N O Q - j U 0 0 - Q) _O LL ._-0 n, E te a, _O O {..� 7.1 1C_ f . I--- co Q Z Z W J aB@'i t� Ico coE 4`" T t.1. C LA"' cc = 111=1 4V C1 N ems. IV a _T US � i d It tJ � c aJ R) eCa (D (D rod y lCIO -alloo-Maj L Q L� T U CIO O U (3) r V J W z Z Q J 1� SHEET NO. SH 1.5.