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HomeMy WebLinkAbout36342 Flats Stx m �I L0 _ 0 0 I i rn LO Cl Lot V) B J 0 I M N N L0 v7 0 cn Im 3 a N N a E r° E 0 s `o c W a 0 U J a� N N N c 0 N N N L0 ai 0 d z S AB or A.B. Anchor Bolt ABV or Abv. Above AC orA/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. Altemate BC Base Cabinet BF B'Ifold Door BK SH or Bk Sh BookShelf BLK or BILK Block BLW or BLW. 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 CONNorCONN. 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 DIED 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) DWorD.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 EAT 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. Fir. Finished Floor DATE 08-20-15 ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. 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 KIWALL or K/Wall 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 Pit. Sh. Plant Shelf PLT HT or Pit. 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 REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, 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 SO FT or SF or S.F. Square Foot (feet) SQ 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 WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO 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 I Exterior W or w Washer W/ or wl With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. 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 WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al 131 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 REV. 06.23.22 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. --------------------- LENN/qLR� 2575 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. l 0 Z � � o 9 W O L O ci a r- o C O VCV mac _ � W d O IC O N y O f0 � � d v 7 t1 It/ c o G� N C- CU o N �i N rl— N u M 44— r1/ o ` o �. UJ _ o t�••••> 3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. S N U o L 50 op CD Q 4 0) , tl) M v LL N J LL JLLU-W a _—v ` _ m c � Lu tRM9 � O tYi 5 f0 N !9 W 0 T. 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C S r v, x m u7 n ry to 0 C to B CD N M N N v 0 0 3 rh O i E E 0 D v N N N 0 0 a 0 4c'> d z C) 0 52 P @2 STORY (*� 43'-0" VERIFY METER LOCITION WITH BUILDER 15'-0" ri 10011 I j N16 - - N DEEP D VERIFY LOCATION 1-- - OPT-. 2{ 24 S3 ELECTRICAL PANEL - - - - - - - - -- - - PANTRY REF _TRY_ 2668 B F, 2x6 WALL K IIF Sq 12-$" 4'-" > IIIII io 00 IIIII IIIIII Im Q II1III w H1 i0KITCHEN LG.jOA �8.8" luco a lu_C oIZ2868 0 Iw CC S3 I OI W I= =o--- r - ---- - "0 I Cr ocD T Li EDGE OF SLAB 2" I I I O I 04 BEYOND WALL I I o I I 4'-0" 6-2" 6-6" 4'-10" 20'-6" 01 ilt2 CAR GARAGE DINING ROOM 8'-8" FLAT CLG. AFF PAT I Oo I I 8'-8" FLAT CLG. I I I CARPET BUILDER TO PROVIDEENTRY O0 o E io 00 2-6'� APPLIANCE PROTECTION WHEN REQUIRED PER FBC I D I I D 8'-8" FLAT CLG. O (3) 2X4 #2 SPF W/ I I I L - - - - - -- --- AFF -,~, (3)16d TOENAILS CC (3) 2X4 #2 SPF W/ N .01i0 N @ BASE S3 (3)16d TOENAILS N 411tW.H. @ BASE o _ (3) 2X4 #2 SPF W/ (2) #5'S (3)16d TOENAILS @ BASE d c7 FOYER I M TYP @ 2 STORY �I �I 3068 J O p O O g1 O &D 8 -8 FLAT CLG. g S6 u_ U_ TILE I o 0 16'-48" 10 T-8" T-8" T-6" 6_0" 4' 2 rn I I ir' -- io 2068AV-\ B.F. ih HDRATT-4" - - ------ I o 5 -SH 00 WALL (2) #5'S _00- PLUMBING LINE CN O GG too" FLOG G = TO SECOND Cl) 83 FLOOR �I = 8-8 FLATC G.' FLEX FAMILY ROOM TILE 8'-8" FLAT CLG. TOENAILS @ CARPET I 8'-8" FLAT CLG. BASE - - r -- -- 12 00 CARPET 42"SLOPING - - - 00 , HALF WALL 11 `" A M O _ = FLOOR_G.T. _ 10o�', o 00 - - - _ 1 1 21 31 41 51 1 1 9 Up I I I I I I I AC PAD AC PAD 16R I M I I I I I (IGGI IS3 IV I I H.B., J L 2-2x6 #2 SYP 1 \-(3) 2X4 #2 SPF W/ S6 BEAM w/ (4)12d g (3)16d TOENAILS TYP @ 2 STORY NAILS EA. PLY @ BASE 38'-0" 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 11 114 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 20X26 18JX254 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1 /4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 4 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. 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. M 1507.2 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" 0 +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 O SEE SN SHEET O SEE SN SHEET ') 40 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 WALL LEGEND MASONRY I i i A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11 /R-13 KRAFT FACED FIRST FLOOR PLAN ELEV-Bl EXT FRAME 2 x R-13 KRAFT FACED CONDITIONED CEILING I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: �4 r=1 1-011 (GARAGE / LIVING) N N t�- 0 Z � 1 as -o W � w o E. o G V C14 m a x 'n Ca O N a N .0 N O J dctiY Q ' d zetj as o 4 is y as .= 7 0: •� T N G� c E m o d � M 0 N 0 i 0 h I� ''r �e'aetEitYYy�®�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. W 'W E C = N N o 00 3 N N c'i 0 ik a LL E MLLLL Llld 5 13Z m crn 1V m9 Ca N Cp o {y oM °�`- m W 05 °' j i T. ,°n) N LLN do U Z W Cl) Z N S Z Q J - d_ � N U) c� o w � g U O W s 0,_ w �N w M Imo, L = e �Q f Q & N �� Co C`.� C13=Q z W Z -r LL ao N K uj � a w�z� cu Cl 0, U 00 �U o¢X �Z z�� COD (� a� H �2 a cn c -n <o ¢ �� m� o� Zz z J ¢ " 0z 8 Z gZ W Ma az Z _� o J wa , F �o IIIIIII� M � °z�a aF � 3 0 c O LO LO i 4 M Q LO cc 0 J :3 (0 to Y Cr Y '(D T mCn T U) Q O I to N LO It N Q M j T E 41 cLO c LO o Z ZM rn Ec ` n U _JQ A � JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 1.1 TYP @ 1 CORNERS D2 U.N.O. c a 0 3 hV- Q M 0 i FL a E O 2 a 0 0 0 N N N 0 0 a M O ci t� CD Z S 2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT W I U Q I2x8 #2 SY P JOISTS @ LANDING w@ 16" O.C. w/ SIMPSON A35 CLIP C R LUS26 HANGER TO C) I LEDGER W I 2x12 H R. w/ (3) 2x STUDS AT = A. END FOR BEARING F STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) 6 CONT. HANDRAIL 5 I /4 ZZ /3 / 2 1 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 8 LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. 16 15 14 13 12 11 10 9 00 00 REFER TO SHEET (ST) FOR MORE INFORMATION REFER TO SHEET (ST) FOR MORE INFORMATION R&R&S EGRESS ('---- ---'1 J O cc,�, FIBERGLA SURROUN� I TYP @ 2 STORY O W.I.C. I B DROOM 4 T_P 3 I 18'-0" FLAT CL . 8'-0" FLAT CLG. `i`, BEDROOM 3 I 4 D2 �� CrI I m I W o_ CARPET $-0 FLAT N 8'-0" FLAT CLG. CARPET O X = H2 D2 M N I_-�_ I R90�- TILE n T - - w r T-102" - - 13'-0" _- T- - 11'-8" 6,_5�1.. 2,�„ 4.�2.. N r G 00 I I TYP @ 2 STCRY _ � � CO3 7.3 ( J to N N .. 3 z„ 8'-10" I S6 4068 B.F. - I N O M =w w u: - ih 4068 B.F. '- 60"X36" SHOWER U) Z tri � - J 2'_3" `r SIM. W/ - - - - - - - - - R&S - - ----------- EXT. WALL FIBERGLA z TB - - CO o 00 0 i0 2668 `" D2 3.5" x 5.25" Pt 1.8E E 2x4 #2 SURROUN ti O _+ FB - 2900 N SPF STUD 16" O.C. @ 4'-0" 5r-10„ 00 6' 1 5' 4" 2„ 668 13'-72' Cl) U.N.O. o Q 9 1 U) 6 H1 RYER VTE L"j °� M BEDROOM 2 9W N 2468 O.-BATH 286a _ r<- - - � 8'-0CA PET " FLAT LG. �, 8'-0" FLAT CLGG va I I ATTIC -� TILE _ �I I Q I� �I L N. I------� (n r I 7 P am '-0" FLAT " Cr � 00 co - o m TILE � =W I�o j I c0 �co I HA SON BOX 2868 1 co I J„ T-82 @ 6" A.F.F. '-92" 2,-4„ '_10' 5'-4" 2'-6" 1 0 c ^�N I I 04 N 16'-8" 10 4'_02, T-72" OWNERS YRA. G. H34):E O SUITE LOFT 1fi = _= 1 15 8-0 FLAT CLG. 1 1 (n CO W 00 CrO in CARPET -- I I 8 0 FLAT CLG. CARPET 6 14 U) ro C7 ROOF G.T. - - _ - - _ I "' I I 0 N 12 Z II 11 = o 1 O - -- ;� TYP @ 2 STORY 4 51 1 1 6 1 f I9 I I Q TYP @ 2 STORY o J S6 :- I I v _ J I I I I I II s STAIR CALCULATIONS: TOTAL RISE =10'-0 3/4' (16) RISERS AT 7 9/16" 10" TREADS wl 1" 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 9116 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. Handralls: 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 rIN T CONT. HANDRAIL RETURN TO WALL DETAIL. A SCALE: NTS SEE PLAN FOR LANDING DEPTH , MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1: STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECTTC Y SHEATHING OVER NDING ATTACHED PER :NERAL FLOOR )NSTRUCTION NOTES 8 #2 SYP JOISTS @ LANDING 16"O.C. w/ SIMPSON A35/USP 334 OR LUS26 HANGER ON k. SIDE ,SONRY OR WOOD WALL, E PLAN 1 #2 SYP (P.T. IF MASONRY ALL) CONTINUOUS LEDGER (3) 16d NAILS @ 16" O.C. MAX. EA. STUD. ((2) 1/4"X3 1/2" -ENS @ 16" O.C. MAX. FOR SONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 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 J X 25 4 S.H. 13 20X38 18JX37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 111­12 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S. H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S. H. 23 37 J X 38 J 36 } X 37 3/4 S. H. 24 37 J X 501 36 J X 50 S. H. 25 37 J X 63 36 } X 62 1/2 S. H. 26 37 J X 72 36 J X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 J S. H. 33 54 X 381 52 J X 37 J S. H. 34 54 X 501 52 J X 50 S. H. 35 54 X 63 52 } X 62 } 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 in 1 9n (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 V-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 V-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 - 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. Ed. 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 thai are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 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 11131"I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN ELEV-Bl EXT FRAME FACED R-130 CONDITIONED CEILING CEILING R-30 BLOWN -IN BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y4 r-1 1-011 GARAGE SEPARATION (GARAGE / LIVING) I R-11/R-13 KRAFT FACED N N Iti Z 0 m =a 7 W C) � o u Cl- co Ro W ell Q r R`d .y✓ •� a � a 6� fs T c E 0.. U 0 M N N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. W W v E C. $ V 00 N N r Log 0 rnr- r,�V �8 Q .5LLLL w wa T 13 ,a Z -vim 4 $M� o C X0 7 f 0 N O S W W 0) °' m J ) LL Z � N 6 . ILW = N OU y c! N Z N z o Q v a � z N 8 o 4-J Q 0 LL, 8 N Of N �� U) U LL, J �- E ' rs 8 z� U Y, c ti (D Q 0 • r. 0 N� s M w S Z �> Zw Q w� Zry QC- p V a ❑a N �_ ro 0 Uo o o<XZ ao 0XZ Z ` az V7 c UZ mo o� Z m � J wm <� aw zz 8 oa 50 a W a" w z3 J o w� 11h ;o v zIa o 3 yO L0LO 0 Fes- L0 co M :3 (0 � Y r C^ T r � (J)J m IW 4-1LO 0) 0) LL M 0) 04 N Iq N Q M N CD 1- E c M LO LO O Z Z :3U) E CD y C ca a- O U J Q 0 J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 1.2 O cM rb °O o CV 0 PANTRY HOOD OPT. REF. RANGE O M i LA 00 o CV DW LL=A L2 1==A KITCHEN ISLAND KITCHEN KITCHEN MIRROR - MIRROR TUB/SHOWER FINISH PER 0 - _ FLOOR PLAN CD DD 00 o p O O O i ih OWNERS BATH BATH 2 INTERIOR ELEVATIONS_ SCALE: 1 /2"=1'-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 MIRROR CABINETS SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD 12" FOR PANTRY OVERHANGS THAT Q SINGLE EXCEED 12" MAY 24" TOWEL BAR � TOWEL BAR IN a ROD REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. � BRACKET x TOILET w 36" H BASE > / TOWEL BAR 00 FINISHED CABINETS ON BATHROOM WALL MEDICINE _ SHWR. o o COUNTER TOP 30" H BASE o r CABINET 1 00 o0 I _ VALVES _ = o% - CABINETS o 00 TOILET C0 SOAP 00 ;� U- rIN i� PAPER C° o DISH �j o0 r H HOLDER r ire d. O 2X d' 0 Z p z d o c0 r- r LO 00 Ll-FRAMING o 0 Q _ Q co CO - r `?' o `'' _ 1 /2" GYP N" N N M M M co N LT JB co BOARD FIN. FLR. FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1 /2"=1'-0" s, ars 0 Z 0 -a as � > W 0 ✓ O C /0 C..) N Co +% C V- d R o L •'mot= d8�.a s 3 +c _ C � O d U O M Q N N O t17 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 por0 tions of the drawing pages bearing Engineer's signature and seal. W � E a � O N o N V � Y r N N a^0 �NO� yk LL Q J ry LL LL W a � W 'og�� � 0 100 bo W• O SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - FLASHING L ' -- f---------- —'/ 1'-0" EXTERIOR PLASTER ON FRAME 1" x 4" SMOOTH TEXTURED TRIM / BAND iv F 16 L�I U U I�I 1�1 -- -PLA- S—TE• • • — R • - C , F1 ON EXTERIOR FRAME PLASTER ON 25 SH 12 25 SH 25 SH FRAME w s 2nd FIN. FLR. � \ T.O.M. _ _ 9 ------("v- ---- CJ / WEEP ;HDR HGT. - -HIN _ _ _ _ L_ - _v F- FIN FLR F2 F21 F1 F1 1" x 12" SMOOTH ,---FLASHING TEXTURED ----------- ---------------------- --- -- TRIM/ AND CJ / WEEP --------------------------------------- F1 TEXTURED INN16070 OVERHEAD DOOR ■1 CEMENTITIOUS FINISH ON CMU (TYP) F� FRONT ELEVATION — 131 SCALE: 1/4"=1'-0" �r T�ra>..�•zza�n�ra» LEFT ELEVATION — 131 SCALE: 1 /4"=1'-0" ------- T.O.P. --_---- HDR HGT. CV OO 2nd FIN. ------- FLR. ------- T.O.M. HDR HGT. FIN FLR 60 TENTRY COLUMN DETAIL SCALE: 1 W=V-X REV. 09.24.21 a.� C h W O a C� O Lj = CO V M C L C H cco _ g � L37 Y E »- c 0=Q 3 3 ``c rod�� �. IV �o _ E � O p- U 12 M N O N 0 z :. 17 .. . 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. 9) E $ 0 °° „ Eo co V Q J LL tL — v 4k LLi LL W a ii Z o Wf°n O 01) Z N Z IL m = N OU W ❑❑ Z N M z z � Q — N (� N /z�nL� � �J O � a--+ LL N L1J C V 0 W 8 to c �N r'n (� L— w � zt e Q soo M M 2 0 W Z U- � n 0 U z o > n Z ❑n r— ro �g Wo O ZoEr L L i ¢ a Z W fn az U mZ 0 Oz m J �m ¢" aw Mz of O0 go dZ W oa 3 m wLL � �z J o LL y= w� 200 �o =ia o 0 o = = � N LOrn Q � H Ln Y � r W ca L1 J r U) I.O -0 LL 04 � N L.n L n N Q j co r ui ch j o Z LC E O to C C a E M 0 a o JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 3.1 0 o' 12 5� 12 �5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P.------- HDR HGT. ------------------------------------------------------------------------------ -- M,o, EXTERIOR iv PLASTER ON BIDti FRAME 35-SH CJ CJ CJ 2nd FIN. FLR. ---------------------------------------------- ---------------------------------------- T.O.M. 14'-0" FLASHING 6'-0" CJ / WEEP CJ / WEEP HDR HGT. ROOF TO BE CENTERED ON DOOR °I : TEXTURED 23 SH Eii CEMEN I ITIOUS FINISH ON C.M.U. (TYP. ) 35-SH FIN FLR II®II ------------------------- 5068 SGD REAR ELEVATION - B 1 12 T.O.P. 1,.HDR HGT. 12 2nd FIN. FLR. 5� T.O.M. ,HDRHGT. FIN FLR 9' RIDGE VENT 12 5� SCALE: 1/4"=1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS RIGHT ELEVATION - 131 SCALE: 1 /4"=1'-0" REV. 09.24.21 e� 0 N 1�- c 0 r -o •:tz m Uj Z oW Yv-o av- o C c6 V CV m x N W C ca Q N Y y o 4 � If • 3 so as a +r > c o > a N d C C2 O O C, V 0 CV') O N CV O LO O " ' v 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. !F o E C') 8 = N N aD o Y C N n M 0 LL Q3 m LL LL LL W a a �c Z 72 co 10 i g_G f - Wug�pjO' m Z LO�Z ¢ k IL I� N � V O U = W p0 Z Z � Q � J - N (7 V O W 4., W W � a U OLiJ 8 ul c 04 u � zs c O �Q o ca M � w Z o ` zo Z N E 1.1 z �D � ���� wo � U z Q - �i o wZ ¢ co a o �ZZ U mO Z z m J N a Q W Mz $ ° ono W N m w� �o az yZ w �00 o w� �o a v 50 3 0 c Q = LO^ L rn �\ / 0 Imo- Ln G m m LO r � � 0) I.f)I lL M O N LO N Q M N c� r E CM LO o Z Z H E O N m C n w U J Q C J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 3.2 2" *NOTE: VARIES 1'_1 p 1' CAP = T CAP iv iv FOAM TO BE USED 1" RADIUS 2" 00 ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ 1" 2" OPENING VARIES 2" ^N ^ - 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS a V-5d' M � �O BUILT W/ STUCCO. 1/2" RADIUS 1" 1" cV EDGE OF 1" 4" VARIE f+ilV SIN OPENING T VARIES 1,-4„ N c 221„ VARIES NL 1' 1 VARIES *-IN 1 1' 1 1/2" RADIUS T 4" 3 „ 3" 4 4 oily 41, � �`=�' `ivy I�1 ^� ``"�� - 2„ � _ r 2 1/2" RADIUS in T uD -4 ° ^I- VARIES 12 32" 11"" 1" `� T rIN 3„ 1„ 1„ 2 1" 1" BASE BASE 2 C71V' „ '- 3„ 4" 4 1'-8„ 3„ a � "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY �+ COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2 ' 2�� 2" A. �N 1'-6" 1" 1'-4" 1" ^� BUILT W/ STUCCO. EDGE OPENING ' all 0 1-1/2" THICK 1-1/2" THICK 4" 10" 21„ _ 10" 6" CV 4 "Ist T IN TCa N4�'[ 4" �„ 6„ 2„ 2„ it w w MEN 1-1/2" THICK 31" 21n a TM 2'-4"41,-4„3N10 *4. "N 12„ VARIES VARIES - 22„ Nw LL M i • VARIES VARIES 4„ 81, 32, r co 3. �a ^ 6" 4" N fV KEYSTONE F11 0 _ OPTIONAL T KEYSTONE F11 00 - n OPTIONAL flor _ 1" 2 c�N 4" GARAGE DR. OPENING 4" 3' 4 4" WINDOW OPENING 4" 4" 2 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS Eli ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14'12" 2-1 1 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-11' 54" 3'-8" 7- 4" T-0" 4" 10" 1'-4" 101, T 0 N CO 00 � er co T _ N '� CV W 1" T fV 00 9 I 2 1„ 'v GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) rM 6 ACRYLIC SAND FINISH r r c Z o � � W s d� O m � � N � L W O y d J d 'm m T 7 � c cc o 0 M O N N O UD 0 roi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W vE a M S N N N r 0 � 00 C'00 '20 y m V Q C J LL W JLL� d In — C °) d t 11 13 C 0w2No 0 � o og 0 °' W °' m J Lfi � C')0 Q LLW �^ N Z O U v W 00 (D Z N M z � z o J a_ ,n — N M � v � (D e u- 0M G) 0 w s V) rs Y in (� r— W J f— E w o8 ® 2 U C_ rn (D ¢ 0 Q N 42 o z W J w ¢ zo >R a E U u, z ❑a _E tfO ro 1 o 0 o &- 0¢ Z�� 10 W i �z ao w= ¢J N C <o �a m� o� ZF m °� �m ''<w 30 Q� M �z Zo A 3 az N W Ws NZ J O J w¢ �~ �O c> F a °zla 3 L C:) LO m cc c O CD Cr r r CN m Y r ++-a O U_ M C)L04 � N 1.f7 L O N Q cY) N E L0 C LOZ o Z O y E C a E U J Q 0 J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. F1 .o m r- N L0 L 0 to J 0 rn i z m n N L0 L Crt S O to 0 CD 0 L0 V Val c O 3 1V— a N N a E E 0 c a 0 0 U J ti N 0 to c 0 a N N 1.0 U 0 V7 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 © EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P 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 j] ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN 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 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI 150 AMP/ 200AMP 10 #10 to WH 10 #S to Range 01 #6 to HVAC R n 200 amp 150 amp UNDERGROUND Dig SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER 200=4/0 in 2" Conduit 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 VERIFY METER WITH BUILDER H.B. 211 9 . 4 GFI GFI --FI ----_ - VERIFY LOCATION IRRIGATION _ _ _ j -r--- - - PLUMBING RISER I � REF. ELECTRICAL PANEL � GFI @ 44" A.F.F. I I I O � 1.. I I I cj - SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO MAIN BE VERIFIED WITH PLUMBER KIKITCHEN I I I I EGF GF- II r--------- I Ir------ UC _ _ I I _ J - LJ 'ft' GFI LI GAR. I GFI @ 44" DOOR I I I I GFI I I I A.F.F. I I I WP I I I 2 CAR GARAGE I r GFI PATIO DINING ROOM I I I ENTRY \ I I I /PENDANT AS I 1 1 / PER SPECS �\ CH O L_—_____—____ / GFI @ 44" V) i Cl) W.H. qP A.F.F. —69- r.-r7mr,-rl r 1, ......... ......... U — — / FOYER - - -- DB I • I qP / M / I GFI ROUGH -IN FOR / ---- OPT. CLG. FAN/ LIGHT PRE -WIRE - � FLEX FAMILY ROOM \ 19 WP F� GFI ROUGH -IN FOR DISC. / _ _ OPT. CLG. FAN/ — _ _ ----- LIGHT PRE -WIRE I I L, r—I I TO LIGHT \ I K I I I I I \ I I I I I I t AND AC PAD AC PAD Ns, I I I I I I I I SWITCH 1 I I I I I I I ABOVE In FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" N N z = -o 7 W CD � O aC o C V CC,-Z, .� Co X CC O i y y o co Q r CV c O� d E t c =mac© 7 r� iJf rs. c E M N 0 N N .`.) 0 i `4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11111 W v E 8 N �8 N� V O LQg d LL LL ai (0 LL W to a M v a a. MLLLL a Y Z z Z �rn = 2t0o W' Wo W f°n on m m US T . Jpw L Z O N M N �^ F=- 00 ❑❑❑ Z W M z N z J— a � N th (.%7 z a CZ v-o L LL } f� U � W e to O N WWo c w �N 3 =CO v M t $ 2 ai v N �0 c N o W 19 _ ` g Z J lL fl 0 E U y zo W Z z E }o Z oCo a r0 20 ?o O �Z O1 Z CID0 a �Z w � � C c ¢ o �U o� Z Z Ui wo }z �Z 8 3 a° WT3 0 <0 'W of =3 r o W w� �o IIIIIIIIII' ch Z¢ ( a �U3 O >� ^ L m QCC H Ln (O Y Cr T r r^ � v, m CD CN Im L() 4_j 4-1N Q 0 41— 01) Lr) I M c7 O C Ln LO It C"4 Q M j r ai ^ 7 Li / M N I� c Z t0 Z E O to N m E U c a JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 4.1 �EMMI1AkW1. 1. 1194 I.JJI:,i !lLN�L��i�Y—••.� .......:..:..w 1..-141. 1 .... . ._-L... 1... e. ­.. •..lLd Ytd LJ..1..1 .. .,. 1 ,.�""-+��••�'YYS dIrII� :.IIIL e. .L.�._.,_,L�-'i a�a � --'•r .��IY�II►Yl�LL"1 1.. 'LAI JAL _M�.�MJL liil 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 PANELCENTER FH10toWH 14 to lights & outlets NEMA 112 to appliances and GFI 150 AMP/ 200AMP #8 to Range #8 to HVAC w 50-2/0 20= 0410 in 2" Conduit 200 amp 150 amp UNDERGROUND IDisconnectl SERVICE BY POWER CO. F4 Bare Cu Ground INTERSYSTEM BONDING O #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLiph � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 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 © EXHAUST FAN t�t 1 EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) lfg PUSH BUTTON SWITCH (OPTIONAL) HO 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 owl_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT RECEPT. FO_ .. - SECOND FLOOR ELECTRICAL PLAN — ELEV—B1 SCALE: %4"=1'-0" CQ Z c o d� > W s o _ ao H cc O a- Vf O �p z 3 to 3 � at c c a>i _E �o d� 0 M N N 0 0 . .ki t..y± To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a H CD co v (0 gNi CD C s) 0) U N � J a � LL LL w a Win�OjO' m 1n Cl) Z C N OU U Z W 130 U z N M z � S J N W � � V 0 ,.. s V) V) Of N ZS =' (� l-- rn U4iz 1.1.J J ® r_ � 1 I �0 c (S Q 0 � S� o w M M � a Z Q �O ¢N d Q U OLL Fa 2® oa ca F— rtJ O E - 0 �¢ n� 00 ¢a Z d �o Ww in az mo ZaZZ m J wm <w 3 aW 0- 'Zo W T `� m oLL- go a LoW =� N� r3 wF ao c v il¢ OU 3 0 c Q Ln LO rn M Q Ln co 0 Y 0' T _ ''^^ 0 v J (1) CN m m Ln N ILL � N Ln L IC) 'Mg N Q N r M Lj o Z r6 E O E all c a U J ai Q 0 J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 4.2 J 0 0 r4 N I I In 0 Cn A CI O I 0 WM / N N O Cr Cn Q C O 3 fV- Q N N O CL H Uf O Z O C J d CN v 0 J N N O C m c 0 CL N N N 0 d Z M S 0 ATTIC VENTILATION CALCULATIONS - 131 Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion i Req.) (Ft.) the space to be ventilated.Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper (Values to be verified with Manufacturer Specifications) SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ° OFF -RIDGE VENTS 136 SQ. IN. OF NET FREE AREA / UNIT ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) ° SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required needed required soffit by upper ° STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT needed ventilators 'If not enough vented soffit is provided due to fire protection, the contractor shall use If following approved vents: ° LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 0 0 Floor 35 34 5 17 1 8 0.0 0.0 0.0 (Zone 1) Upper g 2 Floor 1533 1472 210 736 53 368 411.0 135.0 276.0 (Zone 2) —NOTE"' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. '-ONE-1 ATTIC SPACE �5 SQ. FT. ROOF PLAN - ELEV-Bl SCALE: %4'=1'-0" c >o E � a. a ,a M N O N N O O 4;. � • b� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I» W Q E 0 N 04 CD d � J o iv00 # An0 0 Q yMv� a LL LL # ii aLl W . a n. Z 'Ec °' 9 W O'@N (fl OMr� o W Z L IL W' 0 Co Z1)Z m J ¢ r Z N OU 8 W o0 Z QN z p Q `S QU) d N - N C7 z s j� '�� • a-1 C—/> fa W I in M f6 U C) O W V) 0:� �N U) U ID LL' ® J t Y� U' o c W I— ° 0 N O J ¢ w M w O Z 6 � r _ z O } Q N � p E U of Z �� Z® oa (a H f0 ra Ma oc �o o� z to rp z o a z C/J j C az o U mO 0 Z F z m J tl1m 2 ¢w aeO o. �z o W(n � T � °9 az mw m < 0 w �O Jw W r �r -0 Milli ch 00 a � v zl 3: C O O i 'LO r O O / �^\\ '� Y , G t— (n CN M m L ' ^ N Liu I LL M O 04 LID It 04 CV Q ch j T ui m ''^^ Ii / M iri o Z Z 10 E N M E Qj c ci ¢ o JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 5 c c d TYP @ 2 STORY J S6 VERIFY METER LOCTION WITH BUILDER tH.B. I . ........ a/€RIF-Y-LBCATIGh----------- I I I: ELECTRICAL PANEL N 4 N\ �>- J L I . 12 CC RY (2) #5 REBAR rD S3 I VERTICALS w/ in I I 6'-0" 5'- " o I FILLED CELL � T ■ I I b ar��ao �0--0" I 31/2" ' I o a L JII 3 I I I I I J co ar�111z LL-= JJ 00 I I �4" I S3 I 10'-6" ' ■: 04 6 4'-11 I I --f I I io 4'-0" •I — ——CJ -- I .I I oil Ir---= -- — _--� —_ __ _ I CJCN I L- -- ------ LKITCHE � — _ NDI OPE I SLR LOW WALLS CHASE I ' TO I I I - r ■ : I ISLAND I EDGE OF SLAB 2" ■ • I BEYOND WALL 3-1/2" MIN 3000 PSI CONC. I I I SLAB FOR NANDO I S3 I COUNTY ONLYI 4' I SLOPE 3-1/2" MIN 2500 PSI CONC I I I I OVER 6 MIL io co 1/8":1" I SLAB I 2 STORY PROVIDE 1 Y2" VISQUEEN VAPOR I I -, BUILDER TO PROVIDE RECESS FOR BARRIER x_ ` APPLIANCE PROTECTION CC (2) #5 REBAR REFER TO �� VERTICALS w/ in I ISGD. WHEN REQUIRED PER FBC S3 I MASON'S SLOPE II 1 FILLED CELL 50 (2) #5'S iv I FOR WIDTH I — L---------- — ------ :■ q N TYP @ 24)— PROVIDE Y" x 9 Yz' a I I RECESS FOR FRT. DOOR -4" SLOPE. I '_ " '_ " " 2 6 x 2 6 x 1'-0``'STORY W/ (3) #5'S E.W. AV—■ I 1 : 0 -0 TOP OF CONC./ PAVER TO BE 4" q 1!8 :1 -0 o F, 17'-14" BELOW FIN. FLR. �* L WS3'S 2'-6" x 2'-6" x 1'-0" (STUB UP TO • 1,_9„ ,_0..' :::::: 13'-7a' ::::::: :: ■ : I — W/ (3) #5'S E.W. ■ I 2ND FLOOR PLUMBING LINE I I I FOR A/C I TO SECOND I I o N GG —7Z--.FLOOR CJ I �Gd_�����r14 CJ o "- F4 N 10 I — /) �/ I ,—y``%—- 19'-0" �' �' 5'-4t ' L INDICATES FILLED CELL w! 3000 PSI O C. GROUT FROM FT. TO _ u ■ B M W/ () #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES : `~ I I SHOWN HOOKED FTG. DOWELS 5" I "' co ^1a0 I I EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" I ■ : HVAC CHASE I — — 1 0'-0" I BASED ON J j I LOCATION 5'-4" .. 16'-3" GG :: S6 TYP @2STORY ao C PA ------ ---� -- — —--------� ■. ..............�.... .........� �...� �...�..� �. ..... �..............�....:... .■ �, H.B.Q.. � 3'-0" -4„ TYP @ 2 J STORY S6 6'-0' 2'_0" 2'_0" 2-_0„ 2'_0" 2'_0" 2'_0" 4,_0" 5-4" 1 2'-2�' 1 2'- FOUNDATION PLAN - ELEV-B1 SCALE:1/4'=V-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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN "� w N d CONTROL JOINT DETAIL SCALE: 3/4" = V-0" r r, #5 CONTINUOUS ,�• REINF. SEE FND. FOR C QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. '. •, ',_ "*Alternate: ,, , ; The reinf. bars shall be r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" M N O N il\ 0 z � 20 W ~% ►e- o u caa.r` G t0 C.2 CV ++ C1-O- 40 y — N as y � EL c m m o>• m w rm p � CC c c � e d u 0 M N 0 N 0 i 0 J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with Me 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E O N 8 S O a n LoQ 0 NNO•�- i! LL di 6 v) J a n ll LL W a _ c _m�v 0 a 13 9 t � O �. 5 � C j W - � pj m w 0 'f. N N Q F IL L Z OU W ❑❑ C� c Z C,4 "n Z - N N z CD o 4- fQ LL W o p V OLL, g N Of y LU _ £ m U o' N • �Q c Q Y o CC) c'7 J fz< O Z Z 6 � Li p z Z o Qa E: U z oa H of �� U ¢,z VO p¢U Z ♦M O - Z w� in ¢z m0 0 Fr Z > C m J U ZLL ¢w 8 s.o �z CID oLL az N W W m ¢ O �'z r I= W Q YI0 ch a `t zI< �3 0 L / V rn B Q C7 LO CID 0 G (0 co Y Cr r m 00 Ln Q O Lo L o M C) N 04 CD CV Q M N T E Ec _N ^ M LO La J 0 N O N N 0- E U J Q p 1 C -j JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 6 rM STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) _\1 PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 't) 2x BLOCKING W/(2) -12d NAILS @ EA. END _ SEE PLAN TRUSS BRIG. •. -4 ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING r03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" 11 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND 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 3eHIP -35.94 -49.57 -49.57 -49.5710GABLE -38.22 -38.22 -60.99 -60.99 -60.99ROOF 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: %s' EXP. 1 eY16) or 132'EXP. 1(�y6) TILE: 132" EXP. 1 (��6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"x0.113") NAILS 2. WHERETHE SHEATHINGTHICKNESS ISTERTHAN132", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CA 1 CA 1 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 wl (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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/(2) im) SINK R9 LUGT2 3100-M 4520-F 3100-M 3800-F w/(32)16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 J'%12 = -(A) INTERSECTIONS. SPLICINGTO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CP ONTIEDGER� LCU L 13 E) V) Aso Of l U) Ce) zC LO cc CID 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN — ELEV—B1 SCALE: %4'=1'-0" H h. � o _ � M oa.. Q •d o�4 16 c. c E 0 0 0 M 0 N O i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for tions of the drawing pages bearing the structural engineering por11- Engineer's signature and seal. N a 8 � �E o M Q m v °k LL J LJL 3 v i I M I LO r— ry 110 ai 7 cn J� p0 8 J 0 I M 2 I m I\ ry LO LO 8 I O O 0 I N N N / L0 v rn ,Qo Q rn 3 NN Ca N N O O C J d O U J O N O 0 0 a N N N L0 N O 0 d Z M 0 v N ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE Mr) FEET) (-) VALUE DENOTES SUCTION 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 1 -60.99 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 1%2" EXP. 1 03�16) TILE: f%32' EXP. 1 ('3/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS " 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Od (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] A. W/ BLOCKING IMPSON MGT wl (22) 0.148 3" & HDU4-SDS2.5 (10)1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. (STORY (2) 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 1 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" 20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" A20 fRFUS 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" 6A 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 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" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS& (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d RHHt 735 8 - 10d SP2 1010 605 12-10d 1090 12-10d HCP2 590 555 12-10d x 1 1/2" 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 OR INTERSECTIONS. SPLICING M TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) 14, OR 2 PLY ;ARRIER ROE N N N CONT LEDGER "�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" M 0 oa -a > W o u c cm-, c ra c e•,m N <C C Ln CV L d y o i ae s 3 co � � T N Q- c E R o a � M N O N N 0 o 1. 0. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EEo N U O o M N r N C)t # tl: y M V Q C —r LL LL W a 13I� J LL0- Z O Y 'CC N W N�pjO> f. m w 00 J J IL Z Lo MZ �n N 00 .= W ❑ ❑ M z N M 00 z z o Q � J N t/1 z o 0 a--+ u, o U 0 w $ rV1 r~ N v ' y W J } r— — E m I I U a �' Q 0 !A e N o J < w co M o � � zo Uj C Z O CL p sE z® co rfl O� O E $0 U U0 U O 0 z c 0 W I— wz 0 wz - ro Ao �m m 0 zz J a $ 3 a ° 8 zz g0 W o a 0 W o w Uj �0 > J `* °zIA a � 00 O C O i Y / ^ ' L N r` / U L U-)L \:3 `Y `Y Y � � T U U) o ai CN W m L^ L O I. T vJ Q O LO L a M C:) N LO LO� CV Q CV) cV T E E cM LO cLOZ o M Z 7 N E O N E v ai O C J JOB NO: 23-04910 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 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS BE= 3MLM MELm U.N. L MEMO M 0 8F44 1 B/1T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1B/1T FORM do GROUT SOLID _� O N W � �- J TU O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. al MEN M E11MMMI Sim,. OEM IN! F = FILLED WITH GROUT / U = UNFILLED a R = RECESSED J- QTY. OF #5 ° a REBAR @ BOTTOM ° OF LINTEL CAVITY a ¢ w °e d z 8F16- B/1T H a J < °4° 0 tZ tNOMINAL L QUANTITY OF ° WIDTH #5 REBAR AT < O TOP NOMINAL- ° HEIGHT MATERIALS c precas mtels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. -#5 REBAR AT TOP MIN. (1) REQ'D CLEAR .M.U. GROUT 5 REBAR AT BOTTOM OF LINTEL CAVIT OTTOM REINFORCING L PROVIDED IN NTH " 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) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4'x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ TIWALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Yz" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO'D 1-112" CLEAR n �O 0 Co F C.M.U. -ZW � U Z Q¢C7LU er Ov:OW n Q t 0 3 � #5 REBAR AT BC � 55 ¢ a N AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 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 O 5'-8" ILL LINTEL PLAN - ELEV-131 SCALE: %4'=1'-0" Z 0 m � > W O ay O r\ o u c = O V GV _ m x s LA -a N Lc O a N O � Q N Y co u d c >Es>" a> a� � u Cu = cu N (.1 c E a CM 0 N 0 Ln 0 �N i ate,' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E 0 g11 04 V y m N r 0 e) _ ao COC 0 05 # W # LL M Ov Q C LL LL a. � u o Z °' a _ v O 010�0 W ' <. w ILW - C', Z Z LO co ¢ ZN OU W Do M Z N M Z � S z o o � m N Z v LL �N w m p a m U 0 W s V) c V1 � U c - E _ 10 8 L i i � N U o ' as• ,a, U)Co r. Q N W I� � O J K W cl� M M Z ¢ g Z Q .J LL C C E p z o W > Z on Im rl3 �� a Z o� c00 <a < z ¢ oa ¢ w Z i ao ¢W ¢o mo 10W Z m N J y O Q W 8 ¢" 1z a U W a �l ¢ LLZ 0. az3 o -' W w� '2) �o -cr v zl< d F 0 3 o QLO 2 LO rn Q 0 Imo' LO CID C) � T Y r' 0 U) V Lf�l La coO � N LO 04 Q M N cc T d E L C cr) LO o Z Z 3 E O N M E .. 'a c Q. U J 0 J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. 8 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) LA 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. THESE GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING T COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF S THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1,� INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASIDE 51TMS 402-16 & ACI 530.1-13, ASIDE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASIDE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD I VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF 100 PLF APPLIED ERTICA OW L 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 7' =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-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. 3" 1 Y" 4" CONCRETE TYPE MIN. 28DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7, 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16, AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irriation/sprinkler systems includingg all risers and spto heal ds shall not be installedwlthi V- " of th e 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over and mortar along the foundation perimeter must be removed be ore o e extenor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior verti I chemical barrier must be install,�d after construction Is complete, includingrfandscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department byy a licensed pest control company before a certificate of occupancy will be issued. TPte 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" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND MICR L R O MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. M 0 N 0 Z d Lo 7 W O t C O V N - m y -O N vJ © U O Q N d o. E a, c 4 L, . _ 3 3 m d d a . u ar c o c coo a � o` w cM 0 N N 0 0 !A _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W Q Ep 804 0 O N o a) wo N W N� 0 Q N O f LL M LL LL LL W a Z m °' a W o @9m O W O��rn m Z L IL J N M Z Z W ❑❑ V M � z (D z o ¢ v. J N z �N _ o LL w m .W U O o N w Of �NCn U Ill J ® E U 'o U) ° r. 0 c ¢ Y Nco o Z Z M g Z a U_ crF E Q E U O O LL Z o a H ra ti o Uo Z Cc I- °ad � o <z n�. Z H M fl U ma 011 Z Z � J ¢^� �z gg 8 N o� az W =G JY 'S o cl?a .Z v w ( -o a za �3 c C)LO '^ L / rn cc 0 i L0 c Cr T t T }j Q O I � � -Q (N O LO CN Q M N T E c CO M L0 E O (A m C n�. E U � 'O Q pM � JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING IIIz, J. 16GAx1-1\2" LONG (3/4%1" CROWN) r7 STAPLES @ 6" O.C. VERT BETWEEN MAX I I I I; 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O 0 5'-0" a - STUB -OUT FOR 1'-0" 0 9 LO GAS METER 0 o � U 9 ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-61 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 5000s 1.8/1.7 3/4" orTwo wood p pannelel s 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x - lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap / r / FILL CELL w_ C> STD. 90° CONT. #5 BAR HOOK STD. 90° HOOK BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPS( w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW i FOR BLOCKING/TJI !-MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # FLOOR 2ndDS Solid block all posts from STUU above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max )Small gap 4 max. Clinch nails when � possible 1) Support back of web during nailing to prevent damage to web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit i� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min, required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. t } nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls J !/ Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — 1773 ►_•� �': 6A 1 Z' ROUND HOLE MAY 6 6� 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz tI _ Any 16" joist Span (it) 8 11-0" 1'-1" 1 2" 1-2" 1' 3" 1'-3" 1'-T' T-11 24" 2-9" 32" 3T• 12 T-W T-1" 1'-2" 1' 2" T-3' T-9' 2-4" 2'-11 ' 3T' it 2" 4-9" 64' 16 T-W 1'-1" T-2" 1' 2" 1'-7' 2-6' 3-2" 3'-10" 4-9" 5 T' 64' T 7 20 1'4Y" V-1" 1' 2" 1' 2" 2'-0" 3'4Y' 41-0" 4-10" 6-11" 6-11" 7'-11" 8'-111. 24 T-U' T-1" I 1' 2" T-3" Z-6- 3-7' 4-9 6-10" -P2 8'-�4" 9 8 101-9 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Web Stiffener Fastener Schedule 1 Joist Bearing Location 1 Series Depth End Intermediate ®I BCI 5000s 9-1/2" 2-8d 11-7/8" 12-8d 2-8d 3-8d 14" ; 2-8d I 5- d BCI 6000so111 BCI 6500s� i 9-1/2" -7/8" 2-8d 2-8d ! 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI60so 11-7/8" 2-8d _ 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d _ BCI 90s® 11- / "' 3-16d 3-16d ' 14" 5-16d 5_16d 16" 6-16d _ 6-16d 1.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 11111� A/C CHASE 4" PVC SLEEVE THRU STEM WALL i� on =i1-SEEM Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. a SLEEVE THRU STEM Joist hanger SEE PLAN FOR A. a . • FOUNDATION INFO a I•V STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. --"--' 1/4"-2" gap f I �I I II fl 'i - Backer Block j '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 ' G� ° ✓ -0.6 X Joist " depth i I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 4 F a _ j n ° 1-1 I °° 11�11111 lil—�' L A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�� LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4- 4 ° I I-1 1=1 I M • -I I I I I I X,1- • • d a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° - G PVC OR SCH40 SLEEVE PLUMBING LINE °Al4�_.� z ° 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 4 ca G aI- ''I ° SEE FND. PLN. SIZE & REINF. N O N Z � d- y a ar- o _ R V N m � C 'Z d H R O Vf 'O N N O Q � N 3 T W m �- '>os� io N d ••� E a C'M 0 N N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q vE o O N 0 �ZZR Qaj M 2525 LL C LL _J 5 W M U. u_ i a L � w r6 r o U :3 co f0 N (p ag W Z LLW °' °' m w ,� co Z a r Z a N OU � 00 Z W 0 CD ❑❑ (D cD "' V 0 z � z � � � N z - o Mi +1 - w Q) 0 N w s 'go U c w t 8 r I =� � U 93 c CD Q B • �0 S� C> o M o3 Z w Z Q U_ a E E U z o wH o0 » Z z® oa rf° r6 — Mg as U o ❑U o� z � wo Ww i N C o <o ¢ o� m0 ¢ oLL Z z m J w 0 Q w 8 3 �� 1Z Z a0 W 3 8� wLL �w llllllllit� o ch J Z w UI0 ; a rz- � c0 > t\ Y/ m J YCN r N OD� m C �I -0 L M O N LO LO 'd CV Q CIOCD N T— E c '^ L / MLO Z Z 0 ri 0 M d U Q 0 c _J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. SN 1 _Ivy- 7PF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 42 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 e „ „ „ 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 GARAGE W/A HABITABLE ROOM 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. FOR UNDERLAYMENT 10 0 R302.11 @16" O.C. W/ (2) - " ( ) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"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 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCK EDGES, AND 12' O.C. @FIELD @ "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE - IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) 45 CONT. ON 3" 6 x 6 W1.4 x W1.4 �' f r (TYP.) 2""x3/16" PLATE WASHER TYP. STEP, SIZE OF FOUNDATION AND w! R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP.) (A 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 TE 1-111"O.C. A.F.F. OR 5/8"x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL 2/ 6 x 6 W1.4 x W1.4 o ° SHINGLE ROOF, SHINGLES TO a O @ 24 O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM o. I I = - - - 0° D o I I ELEV. -0'-31/2" z �31/2" MIN. �31/2"MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I ; • ° I' 2x4 CONT. O A.F.F. O 12 ACCORDANCE TABLE ' I I I r o ° 1/2"(min.)- 4" 9' 1/2"(min.)- 4" w/ I I N e T* oo _ ► e T oo TYP.) R905.2.6.1, FLORIDA BUILDING _ ° r Tt. _ i VARIES CODE 7TH EDITION (2020) _ I I GARAGE DEPTH VARIES 31/2"(min. -4' 31/2"(min.)-4" RESIDENTIAL 8„ - - INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2)#SCONT. 4" 1'-4" 8" _ (2) #5 CONT. 4" .4' 8„ FRAMING SHEET FOR U.N.O. MIN. U.N.O. SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP6cc ELEV. VARIES - SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 oS�cJ� P SSE ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/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 M\ x o 5 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY c� 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10-4' (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 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 „o „ „ „ „o LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK 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 J 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 *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FINISH w/ (10)10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ¢ _ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r _ TYP. 2x P.T. PLATE .; PER MFR INSTRUCTIONS W END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C._/ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 s s GRADE = > t\I GRADE 40 MIN. F - 40ksi a #3 & #4 LAP SPLICE Y- e 1/2" GYPSUM WALLBOARD ° = _z FINISH GRADE ao GRADE 60 MIN. F - 60ksi '� [ y . _ m U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL o, .o ,. 25" MIN. LAP [30" MIN. LAP] g - - D r CELLS (SEE FOOTING MONO SHOWN = 00 w - - - -r7 ° e FOUNDATION PLAN FOR CLARITY °O 6 MIL VAPOR BARRIER ; ° T R 1 7/8„ FOR LOCATIONS) #5 REINFORCING BAR -r 1x4 P.T. BASE NAILER 4 x4 INSPECTION z • I T #5 LAP SPLICE (2) #5 COCONT. 31/4" BASEBOARD PORT AT EACH NOTE: 'FOR BEARING WALL C14COMP. SOIL. (COMPACTED TO - ° ° 36" MIN. LAP [36"MIN. LAP] 3" CH „ „ 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY 9510 MODIFIED PROCTOR ASTM (TYP.) (T MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER U) AT GARAGE CONTRACTOR D1557 ) 4„ 1,4„ #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TOSLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR 0- NOTE:EXTEND = FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG DECO FINISH 4" to 6" FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. , L r ° VARIES r, � 6 x 6 W1.4 x W1.4 SEE PLANSEE 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ 60 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) LAN ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o _z -1 min. 4" 10d NAILS TO TRUSS TOP CHORD FOR BARRIER i �r 1 _ D D _ _ 4 a a _ GRADE AT 24" O.C. MAX. SEE PLAN FOR ' • . CONNECTION INFO COMP. SOIL. . •C14 a co - ' _ _ _ _ TOP OF BEAM &LAYOUT DESIGN ` '. a - ( COMPACTED TO 95% _ - o _ t t r' (1) #5 REBAR w/ OPT. SEE ROOF PLAN .4 _ a rrr ;,. T N - - - a. 4 MODIFIED PROCTOR S EINCLOSURE (2) HTS20fil FOR STRUCTURAL :- _ � ASTM D1557) I sIMMr BEAM SIZE & . - N a 3" MIN. CLR. (2) #5 REBAR CONT. 4' CONNECTION INFO ' co ' 8 T. 1'-4" (1 STORY) ON 3" CHAIRS TYP. „ U.N.O. 4 1-8 (2 STORY) STD. 90 NOOK (SEE DETAIL) MIN 2x4 P.T. I I 2x4 #2 SYP P.T. FRAMING w/ T' s� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T g TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L °S'e z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 ¢ SCHEDULE PSECTION 1/2 GYP. BD. COLUMN LOCATION Q > SEE TYP. WALL OR ADDITIONAL P.T. 2x > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� ,_o" J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND BEYOND �- • Q E BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND • : ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ,' 4 . -3 1/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS . '..' : •` GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS Z M 71 r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = 471) EMBEDMENT @ 12" O.C. W/DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD �. - STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ;. ' _ .�..'� . ." ;. ' ' + X.-� PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN r� z00 GRADE .` .. " -z •`' .. • (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS ' 4 oQ ..: oo TENSION 120#) CONCRETE SLAB --, LAB E _ > FILLED SOLID (SEE PLAN FOR 4, m 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c0 � • .~ •~ WWF OR FIBERMESH M Ei ai 1= a w v - d - BRICK PAVERS or SLAB PER p o _ • • • • _ z a -I I k LI Cl)6 MIL VAPOR - 0'-0"FIN. FLR. COMMUNITY SPECSQ MI Cr Q J SEE A/S3 OR J/S6 SEE AlS3 OR J/S6 I I I , , , . _ - - FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - I BEYOND „ 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) „ 1-4 (1 ST RY) -..• :. •: • PAD REINFORCEMENT 3" MIN. CLEARANCE 1 8 2 STORY)1-8 ( 2 ST RY ( ) 1' „ 4 4 •' • . SEE • y .r :• • (SEE SCHEDULE ) FOOTING WIDTH ,•. CONC. PAD INFO. � SEE SCHEDULE GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD 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"=1'-0" S3 SCALE:9'4'"'-( SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. fin C%. C !V Z c co, d -o W O L 0 u a^ O _ V [V ri a N_ go Q N If W W CL •tom, io 3 3 as 3 � •R S} ez a ,a M 0 N O 0 , .ei�. 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 W �E B�♦ o 0 0 aco °' N co C N r °° ��r� iii Q fh R '�' LL J LL L L LL W a Z -vim a 4 q �� W Q5 �co m Z unW W N Z74 0 0 M Z 4 I- z N C 0. W ❑❑ C z Cl) z J N M z � c�- o u 4-1 � a >U V)0 c �' u c U • Q Y fV O1 o w M M J i 1 y Z Q � LL ¢ zo >N z® a_ a p E U wo z oa Co o o E o �< 00 gz z �= o< wZ N C <o pU mo 0r z co (Ij J Jm <`� Q W �z 3 zz a 3 w0 �w W0 mj p Mno 1, o y w w� ;w o 111111111' .n v zla 0 o 3 0 c Q LO Lid 0 Q c� H L0 m ;y m LL0 T U) 0 4- IL>n I "fl L C cY It N Ll) CV Q M N m r M L0 Z Z E O N a U 16 i Q 0 J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. S3 (MONO) E x `v i a 0 v 0 J fi N N N LO 0 0 a N N N LO Cl L= Z S 12 �(TYpj SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (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 DOUBLE 2x TOP PLATE —� VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ,CE OF BLOCK WALL IS 21/4" TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT rA 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 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 .. 1 � • • ■milli ICI■■ �IIII Iili�� INN IN NOTES: O 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J Q cr T W T O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE /-8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a $ 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. 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 'a 1ARAGE IOOR L+vvn r nnVr\ 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 V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. SIMPSON HTT4 TYP. OADO F��NG U 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) SEE ELEV. 1� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d x NAILS AT EACH STUD r. USS BOTTOM CHORD OR 2x4 CRICKET AS EBLOCKINGW/ 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 r Cn 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) IP.II2111all LTD &1 61111 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 /f 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 f\ / NAILS TOTAL) EA. SIDE OF 48 SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) i (5645# SPF) I (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE %- 2X BLOCKING INTO �(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING STAGGERED TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR is 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) -BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX FILLED RECESS SP4 SP4 LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL C 2X8 P.T. BOTTOM P TE B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 / SP4 Nf 0IN o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (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 a� H Z _a � - a c.i a- a; c C cc V C•9 co C.�, x i Li-CL H �. H y N L' N =L cb CL a. e G -tea 3 3 R =a 2! m r. H Q� no s 0 a M N O N 0 0 �o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CS s_ 92, -- p fA W � fQ N r` Z F J ui Q 04 M C u C U LL w J LL U_ � t1 a Z m c _ �. W F -y N t_O O O' Z IL rSSSw-- m Z?5 CN � Cl)Z J h- Z N U O9 W 130 Cq M Z N z Q) z J (n N N M z v (D u 4-fa 0 C_/3LL r._..r m FIE 't` 0Q) N N = .� A W U °c' .i J `— E L I zi = Q w M M ti 0 Z U_ z� i p gro 0 Q N a Q �" W LL Z t— rog 0o 0.E &� &0. a co � %° .0 wZ J cn ao < o�Z m� o0 z m J .3 ¢w sz 8 1 o -. ° W W m 3 w0 �� UO �- $ 2O 0 = E LOrn LO _ Q c� LO (.fl r V) `�CN m LN .0 U) 4- U-) -0 LL crol 0 0 LO L0 1q* N CV cM j T E 4 M LO Z N z O N n U � Q p JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. S4 0 -o 13) I Cl 21 2v S Lo 8 J 0 M i m ry `v to J d i N N LO fN J� C" 3 FV-- N N v H O O s 0 v c J c i� J a> N N N c 0 a M O rc� ai 0 0 d Z S d 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (, 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 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 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL N 45"t 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. END .• BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD CAV1 INTO 2" 6" P T PLATE INTO OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHI G DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END / EACH JOINT w/ (3)1od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" O/C SPACED " " "BOLT 48" 0 C @ 48" O.C. INSTALLED PER MANUF. 1/2 x 8 J @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO T R RR ER SIMPSON META12 w/ (7)1 Odxl 1/2" NAILS AT 6'4" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOTS U E BA I O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1Odxl 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 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N T N X-BRACING, AND TOP r 44 M SEE STRUCTURAL CHORD BLOCKING ;0°° INFORMATION SCOHEDULEDFORLING SHEATHING DETAIL BACKNAIL w/ 1 12 (2)16d NAILS WOOD TRUSSES 00 co 2"x4" CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 4a 4a NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL = (D - 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 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" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48", O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� 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, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT >. SYP BLK'G @ 16" O.C. x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 °a a 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 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) d x " A = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o CORNER JACK U a U W Z tY O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ��I1I 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 L 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 N Z = CU > W oL v c� o C ccV M >< LA_a o H i7 N -= do-d _ �U�� � 3 3 i �.W C� �_°' 0 a- -T A o a w M O N 0 0 .:y i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contalned 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. W11 v E 0 $ o V m c m Lo.4 CO tl) N p7 i VJNO 0 LL .4 =J u u U_ o w 0 Z — ' O' a L O ; O: ' Co N ( p W of °' W to T m Z OD N Z Q ZN OU y z N Z � N z � � a a N Z _ v 0 +-, C/, � V OLU o N c V) U L61 J j'j U o' Q 0 0° N W ch z O a 2 LPL C C ao g >N Zo CL E 8 W z Z ® ❑a F� r0 go 0o zr z0<�Ep a? t wO s �_UZ~ �o 0 m� 0 OFF Z m J ym ¢ s 0� o gz Q a z W C'¢� `C' LL a0 0. xF W Y_ = o J w� 0 >� IIIIIIIIIII i�a ° 3 CD [� 4.y ^ LO rn LO J Y CrT m m LO Ir— al W o � Lo 04 N Q cY) N T E Ij LO M o Z Z E O N a o r U _j Q J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 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)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c .4 6x6 W1.4XW1.4 a °: WWF OR FIBERMESH 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 ru PLYWOOD SHEATHING Cf) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 F—p— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`w LAYER 1/8" THICK. LLw —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 BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP W(8) 10dx 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)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ • N *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Old @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U-Uj v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 410 6" BELOW GRADE GRADE oo @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH '\-•STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z_C f PLAN INSTALLED PER MANUF. T C 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION K"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)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE 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 2 1/4" TITEN �C 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)10dxl 1/2" ° NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=1'-0" S6 B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-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 SP1 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 ° .. w - a ' . 'a e . +e •• a ... '° • . _• 11 IL[jJ I [� r ' 1(3)#5CONT. ON 3" 1-8 8CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF L9 NOT FULL F HEIGHT SHEET C to z 1 L G FLOOR SYST M (2)- 2x TOP PLATE e< BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w IT 2 SOLID 2x rn BLOCKING @ ALL C C SHEATHING 0 EDGES (SEE OPENING SECTION X-X Q. U C x �w xED E F 2x STUDS w BEYOND. 3: SEE PLAN p A �-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I f—i r\/ATI^KI MlAfNnARA 3/8" "S" = NAIL T811 SPACING S 3/4" S 1/2" 7� 1l2" S` 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING veanen+ 'ram SECTION X-X T�7 SFF o1v N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 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 W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN X". H z _ (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Cl)@ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p w/ 8d COMMON NAIL J 2 w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > � r O in wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a irr00u) to O 'n m LL p I— @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N � MEMBER IF GABLE END Cn '� c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 0"' Ni%R y N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH i d. e co -I I I_I I I_I I I_I I 6' -III—I � I —I � I I I d. a :• IIIIIIIIIIIIIIIII . a III —III (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3) (2) (3) 1 (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. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE T I' 4 V S6 N N c �' LU � W o s ci = - o cc M �=�C N C LA_O- o CA y N Ncc Y a� a .= W � a 3 3 m Z W 1; d o E w o a u w N 0 C14 CV O O a ��' ,.` • ;�-tip To the best of the Engirt IpnPv��Qge formation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E 8 Q Lo v a) �m m co w r a 41111 C J LL W 5 SS a 0 Z JLL� —v Y, a � 0 wI W y D o M (a N IL"f- N m w 00 &0 a ZN OU 0 W pp N m Z N — P') a g z N 93 z � � �- V I N z cc LL f0 � W C:j U O .,,11 g N c �(a c LJ 1 ® J i— E 8 ¢ 0 402o w 0! M z � o Z U_ zo ZN o ;z p E 0 wz tf°- 0 U o<�z 0o " z co ro a? H <= g wz 's @ cn_ C: <o OU m2 o � 2 zO QJ .9 > Z o< o T w a N W, W CC] a ¢ r 1E z �I0 a0 v 0 ° c C)0 LO LO e' rn `` m � CL � Ln L_ Y CS r �M— U D W m ♦-_-�j U) j 04 N CD Ln Q T 04 chi 04 CO E � ^ L+ J C� LO Z !3 r_ N N ` E U a _j Q p JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. S6 (MONO) 0 O M i I m Cl LO `I Cr V) 0 M i N N LO Lo r� a N N v a E r— E x c a J c U .S 2 t� M 0 c 0 a Lo N N a� 0 d z g 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 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FULL - CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO i1 F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTCH---,, INTO STRINGER H D 2x8 BLOCKING FOR STRAP 2x8 SYP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6b 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER /. 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 11x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER ' BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL '--2x6 SYP '— 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" / \ NAILS) / SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ -1" X TAPCONS�ANn MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUE OF NAILED TO STRINGER �" TAPCONS @MAX. 32" O.C. \ 2 G.1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS R E2x4 BLOCKING FOR 2x12 SIMPSON A35 ,JT��T2X4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2X4 PT NOTCHED INTO STRINGER (SIMPSON N MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14)10d x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2X4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING \ H E SECTION VIEW SCALE:" = 1'-0" On f F 2x4 ST( 2X4 V 1 NOTE: 2x8 DRYWALL STOP NOT SHOWN FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND 1 TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS VARIES ECTION VIEW "H" SCALE: 1" = 1'4" 0 a\a Z - CU d -a � W t .L O 4f Q n O c ey V c-� �LA-(43 C° o H aca W N 3 = as Y ar 3 3 ` m ca N C� c � A. U M 0 CV 0 0 cy: r: T - To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA t E - o � 8 Q O N LQ 0 d>! r'n'19-'ZTt? 8 0, l7 It J u_ l_ . W o 13 — V 0. Y o' OZ�C W 3 `0NO ��FqZom Z W Cl)Z ILW J aN do y .L W ❑❑ Z N CO z � Q - N th z v �� I Lr m � U O—� rlr CD V1 c a, U �o F-- J p� amW 8 _ � t U e C Co o ZZZ E wo Zo K.D�U o<KZ OQ VZoW ?ZO_ SOg�zZUw z cmEQy2W¢ c z SaZ°I<WzZ mo o®aWWoH ¢ m G 0 2 H - wa � F M v ul zla a0 Ov 3 0 2 Q L LO rn m Q 0 LZ Imo- Ltd Y r D 2? m m LO r al 4_ (n 0 0) � O N 04 LO L Q T CV N E M LO Ln ° m E Q m m a E .. 2 0 JOB NO: 23-04910 SCALE: AS NOTED SHEET NO. ST m Id J� 1 O I N S m L0 Cl LO Q L0 0 a 0 I N M N N L0 fnn a 3 a N N 0 E g J i a 0 v N N N 0 O a N N N 0 m Cn N 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER --1x4 1/2" DRYWALL INSTALLTIONTO DOOR JAMB (REFER TO PRODUCT PRODUCT . TO PRODUCT MAX 8„UNACCEPTABLE PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Old @ 6" O.C. t1l APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. (� 1 X 4 1x4 L P.T. E #5 REBAR (TYP,) `AND 3/4" PLYWOOD DECKING GLUEDx4 ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" „ „ FURRING ^ FURRING 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" 3-1/4 LONG X 3/16 0 #5 REBAR (TYP,) ` NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12 O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH - „ 1x8 w/ (2) ROWS 8d NALS �� 1 1 /2 DETAIL 3 DETAIL STD. 90 HOOK (TYP.) ` FACE 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOKO(TYP.) BOTH CELLS NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W/ MIN. TO PRODUCT DOOR JAMB (REFER*27"DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' `BOAPPROVAL JOIST TYPICAL TO PRODUCTEDGE �`j FOR CO2 ROWS 3/16" x 3-1/2" LJ x 3-1/2" TAPCON @ 16"1x4 (} O.C. & 4" FROM EACHFURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. �� NOTC @ FIRST COURSE2x8 SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ P.T. ATTACH SECOND PLY w/ + -2 � w/ (4)1/4x11/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 ' INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSES ' BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 10 #FOR 2 STRAPS FILL 1st4 COURSES soLID w/GRouT EMBEDMENT INTO BLK.) 1/4" MAX it 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1S BELOW ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '. ° 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE -- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. ° �° .• SCRIBE (NOTCH)4.•.; FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. ' OVERRAN , . ,, :° CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ;.'. . INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACE 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ** TYP. w/ 3-12d NAILS, ( ) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16�� O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 5r-0" SCALE: N.T.S. SS i2 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO 2 WITH x 8 BUCK -CONNECT TO BLOCK SECTION 1/4' x 3 1/4TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE @ >, B-B /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL !•• #5 BAR ° 2-0' 8' SIMPSON . STRUCTURAL SOFFIT 'o ° 10„ ° • p. ° . ° CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS S FO ° ' IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS > ° KNOCKOUT / N 8d NAILS REV. 09.23.2021 > 1 -4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END . PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) ' SIZE AND REINF. PER PLAN '0. •' . VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • • ° 11. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 4 _z TO BE INSTALLED '-0" MAX SEE LAN�FR .2)(0 TRUSS AS SHOWN FOR O.H. UP TO Z-6" 2 ° STANDARD BUILT UP PLWD. BUCK- 100 * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. yq °. • o a 90' HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + O�FN (2)10d NAILS @ 8" O.C. AN #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD + TO TRUSS TOP CHORD FILLED CELL - - - • ' 8d NAILS START OF ARC 4' MAX. RAD. " O.C. MAX. OR IF MASONRY + + + .: • . . ... ., . e •., INSTALL WDW, SCREW BTWN. OSB ARCH FACES Wl (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING ✓ •• ` `�' •• ` `✓ •' ` `✓ • `�' •• Nk THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" TRUSS + REQUIRED TO + + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP . • . SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES � NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR �• CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL N SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4' 0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" SS (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , p U A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :: ° :;;: v ° SIMPSON HTT4 w/ (18} 10d x M 1 v Ja REINFORCING AS FOLLOWS: FLOOR PLAN FOR 1 SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. > e — 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8 DIA. ALL THREAD ROD a g * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ p . , — — � EPDXIED w/ SIMPSON SET ' U z #5x6 EMBEDDED INTO z , g EXISTING FOOTING 2 #5x6 IN CONC. ( } * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL P MIN. EMBEDMENT EPDXY 6& . \ ¢ cn FILLED CELL SMOOTH. DO NO FURROW. '. s;` '1' " • .: n n 3 MIN. EDGE DISTANCE . \ N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c ° c.t rr REMAIN FREE OF MORTAR. NOTE: co z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16 " MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20 MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" i N N Z 0 v � 't7 � > u, o a c ccC,ra a CD W c _ `O m ao a V d a y as r= o a � M N O N N 0 i 0 `54w 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. 61 W a E 0 �fp1 C 0 N r v- Q 4R LL M 0 C J LL. W �LLu- - a In 13 Z 'O Y, a 3 It W�2O_jO' —C.:a i m A (O Z m w u) N Z Q CO ,n VLL N 0 OU = CO W ❑❑ C9 z C-4 Q z � z o Q J a N cN - z (Dru C.D o LL 4 W U 0 w s N C�_- �N U 2 LLJ AM ® J r— 3 E = L z� 98 U ) ° o co M z< z Z h 2 w� �g Z. Q a O E U — w, z® oa _ O o E U 0o O� Z W ITT <z w p wZ w Qo < mg ao C z Z aw C/5 3 g go a W a LL N W �'z ~3 o J <Q ;0 �I zla o 3 �O 0 = > t\ LO 0 IZ Imo, LO C 07 r- U) m �N^ y 4-0 U) Q a-+ 6 M O LC)l -0 L N LSD` SD 04 Q M cV r E w c co M .. o Z M z E O v; E -0M ?? I]- U ¢ 0 J JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. SS N m LO LO Cl LOP of I r•n M N N 3 LO LO v to 0 .o 3 N N v a 0 0 i CL 0 J N N N LO M 0 a N N N 0 15 s m v CS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_+1 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 -----/— 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 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 �3 TB TRUSS SEE ROOF PLAN SHEATHING .l 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -P:= ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (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) „ 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 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 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 FPLASPFTOP INFORMATION. BOTTOM CHORDTE VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & 0d INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE t-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCDHEDULDE/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 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ T (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 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 �./ BM. SPLICE OVER �� CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON fA HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� 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 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 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---� Z- (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N N ti C W —� ,s o ;m n- H fC O ►- y N � N d O f6 d y o « 6 '> _ � � T a G >� o a 0 M 0 N 0 0 Sc�$ a +. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E o $ (A 0 o yd co � N W 07 W �n�L Q0 No � u N' ' LL u; gwLL n. 7 (I Co r- a Y E � W O 0 o ��`-;; W Z rn T . m w Co MZ ¢ J VIL OU t Z W o0 m z N co og z m z N z 8C3 a)U.) �1, � o LL T CA U-j U O v) ,.. o ®an U w J r— = $ I I 2 L § d U o � • ¢ N M s o0 o J� w M 0 S a� Z Q -o ��Z r� a Co V o�z® z oa _ao C1 � o &� 0 zEI r 0 az.0 wZ J � Z m "m ''<Wz zZ 8 g 5 W 3 LLa N. m y� =3 r o wa r0 a O LO LO _ Q 1� LID CID CO 0 m m r � W 0) Li) I ca LL M 0 N LO LON CN Q M N co r— ui E w /� La / CM L j o Z z E O to E ci c a U Q 0 -t JOB NO: 23-04910 SCALE: AS NOTED SHEET NO, D1 0 of I 0 I M N N L v c Cn 3 H a N N Ca E I� LO x a 0 0 J N M O L 0 0 rh 0 LO M 0 C> 0 �R (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 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 @ 16" O.C. (2) 2x SPF TOP PLATE NJ FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER BLOCKING DETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN OPEN OPEDTH NING GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. _ • )WXFRAMING SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL END OF OPENING 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 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP ( 7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING —t AJS BLOCKING PANEL 24"WINDOW IS INSTALLED). SCALE: N.T.S. O.C.O.0(MAX) AND @EACHFLOOR PROVIDE BLOCKING TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 1 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 O 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 (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. C(�B SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN 0 0° o P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ 6) 10d x 1 1/2" (USE SP6 FOR ( 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 @ IDE FLUSPLAN NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS SEE FOR SIZE ;. 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. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ 2 12d TOENAILS. () (2) SIMPSON MST37 STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 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 SIMPSON SP4 w/ 6 1 PRE-ENGINEERED O () Od x 1 1/2" (USE C 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 BAND JOIST & BLKG. 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. H OR LVL GIRDER S 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 w/IN 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 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" B 0 X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN %ANCHOR BOLT w/ 7 (2) 2x TOP PLATE SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & 4 1/4"x2 1/4" () TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w! D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT s` o.°a. g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS m 4 TOP AND ON SP1 w/ (10) 10d NAILS S AT BASE NOT REQ'D TO HAVE CONNECTIONS. "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B a SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO STUDS SIMPSON HTS20 PROVIDE EXTERIOR SHEATHING MATCH JACK w/ (2) w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER ; , (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER � SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. .'J ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR 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 2 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ L9T ti 2x CRIPPLES @ 16" O.C. () @ END OF HEADER. SEE 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 A82x�T TOP SPLICE O til/N �O (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR WIDTH 4 FEET). IF 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 r'; ) NAILS W/(2O1C NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3, 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. 0 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N N a CD ai cm = co CV y f6 O ►- Yl o 3 C Cp C R y as st y v d IL E O a cM 0 N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) g >_ (y)8 0 0 co co u1i w Q U LL M V 13� J LL L L LL W w a oC w ro� W � o'a MP; o W Z L 00 °f 0 m w � d Z C)Z N OIL < W 1] ❑ M cam- z N z � z Q N M z � � o V LU o a OLLr g to c y N � (� r— in LL J Uaiz� AIM ® f— L U 'o 00 • �Q o Jz w Z M [YJ h � O Q U_ p o'z z® E � 0 <0 �� �o C S O G Zr < = wZ C a o x m ZOLL Z m � 7 J U � m Q W zz F^ gz co 29 a W 3 ap F� =3 o z w� 01 ao v 0ww oV3 2 C)= 0 L!0 L17 m cc ^ CL ~ LO to O j O (0 CT r W m }' 4-J ¢I 004 O -� N o 04 LO CN Q cY) N r a� M u; c z of z � E O 2 a E c0 � ¢ a JOB NO: 23-04910 SCALE : AS NOTED SHEET NO. D 2 • 0 Q 0. c THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED, 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) AT 4) SEALANT JOINT INDO BU WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK C 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "" WEATHER ✓E BARRIER & >ARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) t I I l HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -, X DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 �o SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER S.s SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING-� v 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING ASELF-A2DHERED E O SINGLE AM JOIST SELF -ADHERED FLASHING >Z/3" MIN SELF -ADHERED FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER i a X W C. U) In W U W W 0 r In DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-," BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM Jolsr No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2V O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING MILCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB a HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, THROUGH SELF -ADHERED SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED INDO (SEE DE AtIL WWPOW membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �-o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TOEXTEND AMINIMUM 6" RELEASE AD ADHESIVE SSHOEWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 1 4 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ism INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R' t nt B rrier 7.7.At built-in putters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD &SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER a er esls a a Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB 17k I NSF LATH I II 'ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster • • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all i1L O a o Z s 6 a m _N R C/1 0 CV fA N Q N 3= � d o ' C L CJ .3 WM Y v a�i c cc c E o a N 0 N N _o ace 0 s v° To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 4 v E O M 8 5 8 N O W Q M�� cc LL U_ ik lJi 0 Z m C °� v a rL � W��pjO� Sao (6 CVO 0 IL Do 0 N M Z m w J a Z N OU U 0 W DO V M z N M z � J - N � f7 z o W - U_ � Q) U O L11 V) c y U w J H- $ i i ,� 0 U • -o 00 Y Q o Z w r■ M J J O� 4 � Q U N a p Z❑ �o WF }N ao z® rd g. Wo �z coo oa 0 a Z Z °na �o W� <o W0 OU mo 0 �Z ZF Z m 0 <W 8 3 OM � W a� oar LL dZ ww z� mo �- =� -W � 4- U, 10 } a= 0V oO �_�// L0 L0 e cc LO co O Y � r m LO T I) Q 0 U) O LoI -0 CU LL M O It N LO 04 co j (n r m LO Or) LO o Z Z e O42) E a w? co c 0. U J Q 0 JOB NO : 23-04910 SCALE : AS NOTED SHEET NO. W P March 6, 2023 HURR/CANE Mounting Brackets (10 Gauge! +V2 x4-112'x2-12" Black Cross Support (May be cut to W) Sete Anchor Schedule / Right Bracket (16 Gauge) 1 /2' Dia. A32S (Typ.) v it 14 Self -Drilling Screws 14-5%B" a A/C Unit Bottom Edge a Hurricane Strap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W ) Left Bracket (16 Gauge) p 14 Self-DIlling ScreVlfs Thru Brackets & Hack Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) _4 a ulk a7.dlumin 4naUtaazunl ors pauvuleJ wrtra rash Hwravac 1u HIM - Midwest seall 8 aVAilafste Upon nquet rw "M aptly) Florida Department of Business & Professional Regulation Palle 1 of1 Bulking Codes and Standards 12'la , Product Approval Application Detail N RIM s� OnACsc 12Mt �! 1211tPJn9M dMmm ]kip Vernon contact endnert Ucenee Veadelad By van" 191pIDmffi FitcAmroval AD Sam Af irmelion N20 Smart Vent Products, Inc. Menem Gmhem Hermes F Norare P.E. Locke Bowden P.E. 12n612020 12/16/1020 1226/2020 Apmoved Bate per. Structural Components (677) 4415368 PE-73T78 (3M)300-180D "Ctl.pory: Products Introduced. RSWtt sir ineoliemertventcom Neer T.chnokgy Canplinn Method: Evruaion R.pw tom a FlodOa Registered Archhed we Licensed Florida Professlonel Engineer 1293 8yguetMdYl.NambraNanr dulke Assurance Aoprowdrw Product Description smm .Mon IIJJ1101i Use Aooroved our falls. kBWA R.Slatand Doom Puulu 1 BmartVW Modeta1540S10 Dual Function Flood end Veneration Vent i2rt12023 Yes Yee NM *110,1110 2 Bmedvent Model#1640-511 Duel Function Floodand Venues -Vert 12/3111= Y. Yes NIA +'015A,00 3 emanYed Model#1540.520 hsdated Flood Vant 72�J1r1W23 Yes Yell NM :100F700 4 9mArAWAModels1540521 an Flgad Vent 17lJ12023 Yes Yes Nhk +t00At00 5 almertkh" Model $1540.524 161guc1; Garage Door Flood Vent 120 2023 Yes Yes NIA WA 6 3monVent Made) an 540-570 Wood Well In witted Flood Vent 12012023 Yes Yes NIA +10DA100 7 amedVent Model 91540.574 14.5Lqud: Garage Door Flood Vent 1203112023 Yell Yes NM WA Florida Deportmerit of Buskreas & Professional Regulation Paaa1 art Building Codes and Standards 1114ra27 Product Approval Application DVAII g 201112 En t.or fish Ris Rd*pencim !blot 1112111 VKS19e UM dBdUW Conrad EnalmordiUcareas yalklerelEW ksliataa );ubmitag FBCAnd-[ ppmng BAWL ReNrm 2020 Drexel Meals. Inc. Jason Shumate Zachary R. Priest Looks Bowdon P.E. 08102020 oaNs2o20 08202020 10/1 WOW Approved Category: Roofing i3021303-15/1 PE-74021 (Mal 30P1800 at1DCo egofy: Metal Reading Ishurraagaexmet.com Compaarce Method Evaluation Report from a Florida R.ea.red Arehi ed or a Ucen sed Honda FLa176fa.n6 rnmkwts PrdW.I.r Engineer ¢g j Rodst Modr. NurpWr w Initne guwftyAsKnmo Alrpronaaaor Product Description carrratl tamlratlon Dale to Use Amato HM Qgside,HYM edtaow In)D&g R4mdmd DO" g 1 Drexel Mrel Roomg Syrerns DMC 1001hi8, DMC 1SDSS, OMC 17W DMC 200S, 12r312025 Yea No NIA +omac OMC 5V Florida De pertinent of Business & Professlonal Regulation Pate214 Building codes and standards 30= Product Approval Application Detailoft gam, bob an 2b M lkea JKLiga ! S�aFA EMIotat3Li9oca laileaedw %WldiW FBc AQUR Mi ALI" R.,W.n 20M Them ne-Tru Corporation Steve Jeopereon Lyndon F. SUlmld. P.E. Ryan J. 10ng, P.E. 041152021 IM12020 0 =021 090IM21 Approved Cd tiara Ededor Doon I800) 843-028 PE-43409 t613) 76T-8555 aubCMeaong Writing Exteda Door Assemblies slesperwnothermatruc Carpllance Method: Evaluation Report tan a om Florid. Regrdane,1 dlMd rid LYnsed Florida Professional Engineer t Anaesed for use Iplgivill. 2alm itai P. diet a Product Dorwridd- Caarad elalrall "t In HYHZ outside J Fil- 1 A. Theme-Tu Flbr-Goats eso an-th-Ster Nominal 0039:08wQ)mpea8qud: Opaque t2r31rM2e No Yes Y. WA Composts Edge Fiberglass Single Door (In"InwoutBMna: X configuration) 2 b. Therms-TU Fibr-Classic and SmooBr&er Nominal S&va;88qud; lmpad&quot;Opaque lV312028 No Yas Yea WA C-P." Edge Ferean Single Door with Sidane(s) OnswingiOutawing: XO. OX or OXO cnArgurationo 3 c. Theme-Tru Rbo-Gzsak and Smooth -Star Nominal 06A39:88qud:lmpad&quot: Opaque 12/31(2026 No Yin Yes WA Composite Edge Fiberglass Double Door with or witlAwl SiddEn(Ir wing'Ouhwhg XX or OXXO ueeflgursons) 4 d. Thera -TN Flear-Cgarc and Smodh-eat Normal 86a39.0 &g dt;hped&quot Opaque i2'312028 No Yoe Yea WA Comport. Edge Fiberglass Single Dow thsin9Wowin9. X c 111grrdan) 5 e. Them-7. FibrLYafac and 9m00th-Star Nadntl 88A390 ayaimpeadgiot Opaque 1213112MM Me Yea Yee WA Composite Edge Fiberglass Singe Door with Sidolbr )jlraarinngbua long: XO. OX. OXO canagundlons) 6 f. Thera -Tor Fiber -Clack and Smoot -Star Norinr 83*30.0 Squa:i maaaquot Opaque iwir 026 Net Yes Ys WA Compositor Edge Fiberglass Double Dow wild or with out sdrtes (ImmOng9kr a4ang. XX or OXXO -lipurational 7 g Thera-Tru Fiber-Claarc and tanorm-61r Narnel 6810139:88qud:Mgdequd; Glazed 120120M No Y. Y. WA Cn"i is Edge Fihrgaas Ones Door (nawlnp/O Wwing: X eontrivaam) 5 A. Thera -Ton Rt.-Cinti and Smoot -Ste Normal S&pM:6Glazed 121311211211 No Yes Yes WA Composite Edge Fiberglas Single Does Win &delte(a) (InsadnaOusldre: XO, OXw OXO cen6gnrin.) 9 1. Thxma-Tru Fiber -cask and Smooth -Star Nominal 88A3 kern:erpo&Wot Glazed 1N312MG No Year Yes WA Composer. Rtlpe Flbergi- Double Door with or wehout Mdrs. (I-A.WWoulswing: XX or Oxxo conigurrelonr 10 1. Themme-Tru Fiber -Genic and 3rhoctWMer I onrint a&a39y) &quol:arpad&quot Glued 12/3112026 No Yes Yee WA Comport. Edge Fiberglass Single Door Onsolno(Ounnirg; X cmtglatlon) 11 k-Therms-Tru Rbr-Classic and etnadMSter Nminiassw9&wd:Iped6qua Glazed 12012026 No Yes Ys WA Cmpoatte Edge Fiberglass Single Door wan Saelte(.1 (1-ng/Oul-ing; NO. OX or OXD configurations) 12 1 Them-Tru Fmr-Osnk And Smootlm-Sr Normal 88a39A &¢IdtMlad&gJol Gland 12012026 No Yes Yea WA Compose. Edge Flbery.as Double coo with or without adoWas Onsdny0utsein8: )C%a OXXO configurational 13 m. Thema•Tru Fiber -Classic and anoolh-Sr Nominal BAR39.5 &qua:hpad&quot Glazed 12312026 No Yea Yes WA Molded Open Composite Edge Rbergloar Shale Dos thawng47uteMmg; X configuration) 14 A. Tham1rTN Rber-Clatrc and Smooth -Star Warrior 6&e30.8 b<pd;arp.a6quot Ofaxed 12312026 No Yes Yea WA Molded Open Composite Ede. Rbrgeaw ghee Door with Glazed Molded Open SId1filar ) {hsW nglOuhrlrg; XO, OX a OXO tonsgurauons) 15 o. Theme -Tr Flber-Cnshc And SnodhStar Nader 6&R39;. dqua;kmadilquok Glazed 12r312M No Yes Yea WA Molded Open Conpesta Edye Abriiaas Double Door with orwithod Glazed Molded Open SidNtea l inezingrOu Del": XX or OXXO configurations) 16 ixTremor-Tu Floe -Classic and Smoot -Star NaNnr 68439;63,quarhrpattl t Opaque 12012026 No Yes Yes WA Composite Edge Retrains Onee Door win Melded Open Sldrae(s) Ilnewinppuavinp; XO. OX or Coto "'fairamma) 17 q Therme-Tor Fiber -Classic and Smooth-9te Nadnr 6Aa39A BWd:"clLcluo; Opaque IM12026 NO Yea Yas WA Corporaa, Edge Fiberglass Double Dec with or wan out Gland Molded Open Sloane. (haw1ng70utraina; XX a=0 ean6guredons) Florida Department of Business & Professional Regulation Patel oil Building Codas and Standards irr" Product Approval Application Detail s.ggt FAttY or Bxs Bit 00 pa ndino )n no xzwm 1610WAMM coduct EMInELLIL'dofa valmifi.ta xallmm a mimm d Alit V d ffisau ReVeion 2020 POTIAIN200 Jens Rolawsm Math -Dade SCCO -CER MampDed. DCCO-VAL 1tn92020 101282020 11242020 APPI-d can gswry Exranw Door (944),161 (786)315-2590 SubcWgory! Sliding Exterior Door A. -Able. ►0soa'sN�POthdusole0.e Conpllr OWrod! Certification Meth or Lading om Pta0514U3rtedbrU Aoorov.dfa Us. Abstained for useImgs9r ldgl� a_(r Y PrnrLd ModsL Mantra Nara" =117o pose"P6on Contract Ruwion pea IMurdererKVNZ outside NVRZ Murderer hmeu0. B (Large Maass MP.d) Mnyl Belong (sass Door 04142021 Yes Yes Yet WA 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 for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expel Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +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 ThemnaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +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 12/3112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 ea Pella Corporation Series 10/20 FL11206 +35.0/-35s0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 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 NIA 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 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15t2024 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 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Aiside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0l-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124e1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underpayment FL12328 N/A 6/29(2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oil Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 IFL17202.1 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent +97.5/-97.5 sf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NIA 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 Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Gahmnized Steel Storm Panels FL17869s1 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 N/A 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 High Strength Concrete Lintels FL1774 N/A 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 M Florida Department of Business& Professional Regulation Page of (� to Building Codes and Standards 1r$M22 > V Product Approval Application Detall 6 0 QM entiDt or Rlia j)pt$' Dar PandlnP CIO -0 {y. MW Version MlQy(ggjy F� Engineer s ucenae Validated av validated Subinittled f� Approval L _ �/ Revision 2020 Therms u Corporation Steve Jasperson Lyndon F. Schmidt P.E Ryan J. IGng, P.E. 07rYd12020 07N272020 07f29Pt020 1MM ow CD CAtaypy: EJrw*r Doan (SOD( 843.782E PE-43409 (813) 767.65W !ft► Subcategory: Swinging Exterior Door Assemblies s1asperecinQthemlabu.eo Compltwee MW1od: Evaluation Report from a V/ Florida Registered ArchCncta a Licensed Florida ' � O O `/ ja Professional F-nginener o L.. L- C 0 Q C 0 Rabb Asu ranr-e Aoorovedfor Use AdprouedrorUse )IQii� L,i a �- O Seas Preduethladia. Numberor Name Product DesenoNon contract Exolraeet Date In HVHZ ONffiIde HvHZ Reasbnt MIC CO At 1 e.Therm-Tru Fiber-Olalsac and SmoothStar Nominal 6&#M; 88quotlmpact8quol; Opaque 12131= Yes Yes Yes WA =3 CD O �� CU Composite Edge Fiberglas Single Door "' C CU O > (InsWng/Oulewing;Xconfiguration) •y >_ 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal OWP.8 9quotlmpact8quot Opaque 12/31)2= Yes Yes Yea WA In 'O Composite Edge Fiberglas Single Door With C .�.. R ^' L Sdelte(s) OnsWngrOufswing; XO, OX or OXO to a) L �a 0_ configurations) 3 ai to 3 e. Thane-Tru Flear-Claeslc and Smooth -Star Nominal 6&N34,8 8gttotimpactilquot Opaque 1213101W Yes Yes s A u � C� 1.� Composite Edge Fiberglas, Double Door volt or ' 5. ^ -C r /1 Without S"flas Orea-Vounimng; xX or OXXO Ox G �i.i V J configurations) c= V ' 4 d. Therms-Tru RIAA Classic and Smooth -Star Nominal 8&1r39;0 &gUdtnimpe t gUot Opaque 12J312022 Yes Yes Yea WA 3to Composite Edge Fiberglas Single Door as (Ints»irglGutsWre; X configuration) d 5 e. Thermo-Tru Fiber -Classic and Sinxwth-Star Nominal 8&9390 Bquotlmpad5quot Opaque 12/312022 Yes Yes Yes A ►�. oz Composite Edge Fiberglas Single Door Wit c= T SSdeite(s) OrroWinglOubwing: XO, OX or OXO to configurations) C 6 f. Thorn-T. Fiber -Classic and Smooth -Star Nominal 8&13W,0 aquctlmparz8quot Opaque 12131 r= Yes Yes Yea WA Composite Edge Fiberglas Double Door Wth or 1Z Whout Salaries ices (IfrewirgJOutiewing; XX or OXXO configurations) 7 g. Therma-Tru Fiber-Cless)c and Smooth -Star Nominal 6&13S;8 &quot Impact&qual; Glazed 121312022 Yes. Yes Yes WA Composite Edge Fiberglass Single Door pns'AlWoutswing; Xcenfiguration) 8 h. Therm-Tru Fiber -Classic and Smooth -Star Nominal 641,03" &quotlmpadAquot Glared 12/31=2 Yea Yes Yale WA Composite Edge Fiberglas Single Door lWh SideRe(s) OneW nglOutevdng; XO. OX or OXO configurations) 9 i. Thermax-Tru Fiber -Classic and Smooth -Star Nominal B&M.8 &quotimpactBquoS Glazed 12J312022 Ys Yes Yes WA Composite Edge Fiberglas Double Door Win or Wthout Sktelltes (Irawtrlg/OuteM na; XX or OXXO configurations) 10 J. Therms-Tru Flba-Cleerc and Smooth -fir Nominal 8&N34,08quotlmpact&quox Glazed 12elt2022 Yes Yes Yes WA Composite Edge Fiberglas Single Door (Insvdng/Ouhwing- X configuration)11 k Therms -Ton Flier-Ctessle and SmoothStor Nominal 8&#3f3,0 &quotlmpect&quM Glazed 12r3lr2022 Yes Yes Vas WA Composite Edge Fiberglass Single Door w4al Scielte(s) Onowingbutnwng: XO, OX or OXO configurations) 12 I. Thane-Tru Fiber-Ctasic and Smooth-91ar Nominal 8&#*,0 BquoFlmpad&q rot Glazed 12/31J2022 Yes Yes Yes WA Composite Edge Fiberglas Double Doer with or without sidaitee (IfnaMrg/OutteMng; XX or =0 configurations) 13 m. Thsmrdi-Tru Fiber -Claws area Smooth-Sar Nominal 69:a98;8 8quCt'ImpaCt&quot Opaque 12J311= Yes Yes Yes WA Composite Edge Fiberglass Single Door Will &quokNomlmpad&quot Sideile(s) urrswing)Outswire: XO, OX or oxoconfiturations) 14 n. Therm-Tru Fiber-Classie and Smooet•Stor Nominal 8&0398 &quatlmpect&quak Opaque 12f3120M Yes Yes Yes WA Composite Edger Fiberglas Double Door U4t Bqugr,Non-Impsct&quot. Sidelites(Inoning/Ouno rig; OXXO configuration) 15 o. Therm-Tru Fiber -Classic and Smootit-Sort Nominal 8&#39D 8guotlmpad8quot Opaque 121312022 Yes Yes Yes WA Composite Edge Fibarglaee Single Door Wth 8quot.Non-Impad&quo ; Sidelite(s) QneWrg/Outswing; XO, OX or OXO ognfigurabims) 18 p. Therma-Tru Fiber-CIMIC and Smooth -Star Nominal 8&III39; 08eiUctimpact&qum Opaque 12J31r= Yes Yes Yes WA Composite Edger Fiberglass Double Door weh &quotNon-Irrped&quot; Sidelines (InaWnglOutsW fig; OXXO configuration) 17 q. Thera-Tru Fiber -Classic and Smooth -Star Nominal 8&MSIliquctNon-Impasl&quot Opaque 12r3/)202'2 Yes Yes No WA Composes Edge Fibeglas Single Door (InsWng/OansWng; Xconfigurarbon) 18 r. Therm -TN Fber-Classic and Smooth -Star Nominal 8&#39;8 BgtagtNon-Impact&quct Opaque 12l317202.2 Ys Yes No WA Composite Edge Fiberglass Single Door lath Sdelte(s) QreWnglOuleWng; XO, OX or OXO configurations) 19 s. Therm-Tru FDer-Clesic aid Smooth -Star Nominal 6&#3Q;8 &quotNon.ImpactI Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglas Double Door Wth or vMhout Slosiltes (IrxWrglOutoW g; XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:0 8guot Non-Impact8quet Opaque 121312= Yes Yes No WA Composite Edge Fiberglas Single Door (Inswing/Oulaohng; X configuration) 21 u. Therm-Tru Fiber -Classic and SmoothStar Nom1nal8&xI &grmt Non-Impad&quot Opaque 12131r2022 Ys Ys No WA Composite Edge Fiberglass Single Doorwith Sdelte(s) OrmyAnglOutsWing; XO, OX or OXO confloura8ons) 22 v.Theme-Tru Fiber -Classic and Smoot-Siar Nominal SIM p&quothlor irrpad8quot Opaque 12t3lr= Yes Yes No WA Composite Edge Rbwglm Double Door Win or without Sidolites OnwdndOubse ing; X(or OXXO configurations) 23 w. Tharma-Tru Fiber -Classic and binoofhStar Nominal 8t�#�;8 &quotNon-Ir1wd&qugt Glared 12/3172022 Yes YeNo WA Composts Edger Fiberglass Slagle Door fins uro'Outswirg; X wnflguration) 24 x- Therna-Tru Fiber -Classic and Smooth -Stair Nominal 8&M.8 86quotNon-Impad&quot Glazed 12131= Ys Yes No WA Composite Edge Fiberglass Single Door with Sldelte(s) OnsW ngl0utsWng; XO, OX a OXO configurations) 25 y. Thera-Tru Fiber.Classic and Srnooth-Saar Nominal 611039;8 &quot;Non-Impao&quot Glazed 12131= Yes Yes No WA Composite Edge Flbarosss Double Door Wan or Wtout Saeidee (IraWng/OtRaMng; XXa OXXO confguret... ) 26 z. Themla-Tru Flber-Cisslc and 5meoan-Star Nominal 8&XM;O &quotNon rYlea Adruok Glued 12131=22 Yes Yes No WA Composite Edge RlaAglscs.8hgle Door Qnswirg/Oulswi ng; X onfigurstion) 27 za. Therms-Tru Fiber -Classic and Smooth -Star Nominal 88,11139:0 &quotNor impad&quot Glazed 121312= Yes Yes No WA Composite Edge Fibiognass Single Door with Sidriteri QnsW ^g/OutsW ng; XO. OX or OXO configurations) 28 zbTherm-Tru Filler -Class and Smooth Star Nominal 88#M:O 8quotNon-ir pad6quot Glazed 121312022 Yes Yes No WA Composite Edge Rbsmgiasa Double Door Will or Without Sidelits (IniavinglOuWMng; )Xa OXXO configurations) Florida Department of Business its Professional Regulation Pale I d2 Building Codes and Standards 1rd=1 Product Approval Application Detail � f•^u -. se sZ.C. -euA_'a �? 42 ' "3e+ ^¥! :x t.txa'_ .., s`-+ S'd+ :; n .. ., � R'�^ � s .t,43„x �.''�' 920 Ribs Bus QMtPs"no DIM: ytga V,,W- Manitentuner Corded End-,ALlcema VAdgees &ap kypg FBCAmmaol Ae,,ml DAM ReVsln 2020 MI Windows and Doers Baer Brent ahlnLuis Roberto lanes Steven lit Later. PE 1gOBr2020 iW 2020 101192020 121152020 APPra d Category: Eaerlor Doors (7171365-33DO PE-62514 (717)317-8454 alibCalaWM• siding Exterior Door AssenEtes bsighger®mhvd.com GorrplMncs MMhOd Eyaluation Repon tan a Fledds Registered Armraa we Licensed Florida fwiu Professional Engineer atamdurfa aside Product Nad NuebraName Quality Assurance $99ML D Corxraor emtWan Date Approvedfa we Approved for use In.HvKZ an 12eam ResiK" pnorea t. 1 3ERIE9420ALUM!NUM SGD SERIES 420 ALUMINUM SGD OXO 12A12024 No Yea No WA 14&3/4AqudX80&qud: NON -REINFORCED 2 SERIES 420 ALUM Nu M SGO SERIES 420ALUMINUM SGD OX XO. XX 12/312d24 No Yes No WA 88AgraX80&Wot NON-RaNFORCW 3 SERIES 420ALUNNUM SGO REINFORCED SERIES 420 ALUMINUMSG)REINFORCED 0X0 1231/2024 No Yin No WA 14s3/4&geax96&gad: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM$Go REINFORCED OX 1202024 No Yid No WA XO.)X98&quaX98&qud: 5 SERIES 420ALUMINUM EGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED)00( 12012/124 Me Yes No WA I43&gud:x9eAq ot. Florida Deparlmertt of Busless & Professional Regulation Paget of Building Codes and Standards IN2021 Product Approval Application Detall Saga Bases or ➢rid Ala 2ALBOMM ram lira, version dmn~um contest loosest d Uesnaa YgIldMetl By y,)kBubmMW FSQ A001e1011 Agg(gygg RaNron 2020 Wayne-Oalon, a dwslon of Overhead Door Dwayne Komish John E. Seates Jelaey P. Amason. P.E. 1WH212D20 092W2020 10=020 12MSM20 Apier"d Corporation (330)763-8121 PE-51737 (904)821-5200 Category. E.W. Doors dkomirn®rrayne-da8tn.e Su bCalap er. Sntimal Extorter Door Assemtlles rim Daaplirs'a Method: Evaluation Report Aran a Florida ReglrteredArchiad a a Uansed Florida Prdsalonr Engineer AMA At pow Model. Nurtheror Num Product Dncrlod ll j Catrad GmlrMlan DM• A -raved for Use Amraved fe, the In KVHZ outside HvHZ ku= ROdKW 219M PFOMD- 3 80(0/810001200 #1105 9&OW; Mee with. 14&#39; Max height. Glazing 12/312023 No Yes Yea -31.00F35.00 Available in top a InbmMdltle section 10 800041001200r1123 1114039 Max Writ, 1460W. Max height. Glazing 12/31=3 No Yea Yes +10.00A33.So Anili bl. In top or Inlertnedltle section. 11 600D/6100/6200 91124 ISMS Mu width. 146M. MAX helpht. Glazing 12/3V2023 No Yes Yes +34AWA36.30 a Ieble in top or Intermediate section. Florida Department of Business & Professional Regulation "gal oil Building Codes and Stardards 116r2D21 Product Approval Application Detail .ate - - __ _. .Q21111 angry 90 gone Dan Parndine p[t mkga YMsIgC Nl&iuftldum contain EndbreraLimaal R IdAARdM ]falgiffi "BI FBGAfonym Agtaro,y39 ad" ReNslon 202o Cumes0vlron ofAADO. Inc. Tom Relay UL L20 LC Troy Bishop. P.E. 12/1020 12N72020 122/2020 Approved CaeAgW. Eaedor Doors 4541)494-281, 1954)941` 880 "CMegOry: Exterior Door Components tan. reaeylisesnbley.co Compliance Method: Certification Mark aLadng m 5174" Plainness andity Assura]F4 ApprowdlaUse, Aserovedfor Use, IMINVI Do" rail �)gu3 Medd. fr.ner a xam. Product Description S In KVKZ Durable HI Rstsian[ PAs-re t B07, 707, tt7, 747, 757, ?77, And 84T Single and Puss d Flush. Glazed, and Louvered single and Pain d 121512025 Yon Yes Yes WA Dons hallow meal dons. Florida Department of Business & Professional Regulation wee 1 (2 Building Codes and Standards 1 Product Approval Application Detail r ask e Coda Eft 09- Dale ad. reading ora ]Yga 31e61ga M:m fftWw S®fad Eatineser A,Uterine VdMsed By YYIYImI i6un= FBC Amrevel Aaon)V d Etisli Revision 2020 MI Wndowe and Doors Brest 8lfliltya bemoan Architectural 8 e,am M. Urbh. PE 11J1?/PD20 11/1711020 lwTrn20 AW006d Caegory. Wndows t717)385.3300 Manufacturers Aa,..IWm 1717)317-8454 SubCaregory: Single Hung burngWCVNWd.a Castellon" Robod: CsNteeaon Mark a LNtlng lta P odiNt ModaL Harbor m Name Conn a AgaIn lZfor the Ace 2 1a5 BFi 52x72 Fin)FIal Frame IG/SG Single Hung 1 DJ0b2023 No Yes Net .601-60 Lemhrad Glass CD E Z CIO CU O L CL 0 Q L.� U O L Cl) U m F- 0 >`. Clio LL1 Q W z Z Q J EL SHEET NO. PA 1.0� Florida Department of Business & Professional Regulation P.C.6.19 Florida Deparfrrlerd of Business & Professional Regulation Paget df Building Codes and Standards 1251L022 Building Codas and Standards 1=21 Product Approval Application Detail Product Approval Application Detail .. .. - ENIOC3L _ �- 20 2M _ Do* Pendino - • 20 •.: .� iea� >. EogbC.¢ gas All Dal PJDd- 20 ma(g Version Manufecharer Inver 8 License Validated canted J�p idated By Validated FBo Approval Approved, i 7)M Version Mamilactrr contactHdkneer&UouNtsa Validated By Validated SubmVltd fBC Amroval Ag1E9Yl9 Rev -lion 2020 Thermal Corporation Steve Jasperson Lyndon F. Sol rill P. E Ryan J. King P.E. 10)07I2021 C9J11312021 10/13J4021 1211512021 Approved Category: Extareir Doors (800)843-7628 PE-43409 (813)767-6555 Affirmation 7.020 PGTindustries Jan. Real Mond-Dde 8CC0-CER MNmI-Oede BCCO-VAL 110Jl 111D5202u 11/11/2020 Approxed SuliCaioaal SWngino Exterior Door AssomMies eiaspereorltothemicarl Catsal WMndoas (941)486-0100 (786)3ill Compliance Method: Evaluation Report from m subcatagal Sill Hung lro mldel Ondusslea.c Florida Registered Architect or a Licensed Florida ComplianceM•mm: Confiscation Mara L(Wnp om Professicrwl Engineer -. fLe91B42a Prndnots : t},f26161•RT Arorlgeh Datalily Asusupnce AporovM for Use Aoprpwedfor Use 1111111111112 2lilag 1pod Proaauct Yacel Nurbrorltarre SaYln,At— Corvad Emrdlw Dda Aggrieved far use Accrovsaforuea in Hil Gdpee HVHi Imaket ussim Resistant Sea A Product Mode, Number or Name Product Description Contract Exploration Date In HVHZ Outside HVHZ R"kdaM Pr669pra 2 SH5500 (Large tNela impact) VkV &ryes Hung Wlrl 074302025 Va. Yes, Y. MIA 1 a Themla-Tru Fiber -Classic and Smoodl-Star Nominal t78l 8cructMon-Imparaquot Opaque 12Y3112022 No Yes No WA Compol Edge Fiberglass Single Dom (I nsrling/Oulsyring; X configuration) 2 b. Thermal Rbr-Clair and Smooth -Star Nominal sstll agpatNon-Impadacill Opaque 1213112022 No Yea No WA Composite Edge Fiberglass Single Door with Scielbil QnsWrolOubovirg; XO, OX or OXO 3 a Therms -Ton Flow-Clsssie and Smoothl Nominal StUt 8 844i0k;N011-ImpoefiliqUot qua 72131f2022 No Yes N. WA Fiberglass Composite Edge Double poor µ v4tlrout Sidill (Inawirignouta4ing; )(or OX(O configurations) 4 d. Thermal Fiber•Clool and Smooth -Star Nominal 7811 &quo(Non-IrrpacAl Opaque 12131f202'2 No Yes No WA Composite Edge Fiberglass Single Door (Insiso nglOutawing; Xconfigural l0n) 5 a Thenre-Tru Fiber-Claseb and Smooth -Star Nominal 7&Mg Bquof;Nori-Impatl&quot Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Single Door with Sichilha s) (Inaving/OutaWtg; X0. OX a OXO 6 1. Thermo-Tru Fiber -Classic and Srroom-Star configurations) Nominal 8&JM,'0 &quotNon-Impad&quct.Opaque 1213112022 No Yes No MIA Florida Department of Business & Professional Regulation Pagel di .Composite Edge Fiberglass Single Door Building Codes and Standards 1+N2oz1 (bssninglOutew'rg; X configuration) 7 g. Thamla-Tru Fibw-Classic and Smooth-Sbr Nominal Sill 8quatNon-ImpactSclul ; Opaque 1213112022 No Yes No NIA Product Approval Application Detail Canpcafte Edge Fnbei glase Sing Is Door Yith Sidelite(e) (inewirlglOidsWill XO, OX or OXO configurations) 8 h. ThermalFiber-Classic and Smooth -Saar Nominal Bill Jlqu"on-ImpacAl Opaque 12I31 r= No Yes No NIA Composite Edge Flbertinal Double Door with or Wthout SYelmss (InarAng/Ou)aAdng; XX or OXXD list Vladen Manrrrach,res S,s radbrresaUeesr• Vdiadrlaa wd Validated F9CAActual AE,ageet jib 9 L Therma-Tmu Fiber -Classic and Smooth -Star conhguratlons) Nominal S3DlSquotflon-Impact&quct Glazed 12131rt022 No Yea No NIA Alteration 21720 PGT Industries Jens Roscvled Mend•DodeaCCO-CER MIaM-Dade BOCD-VAL 11.0l 11,05r2020 11A1/2020 Approval Composite Edge FbergiassSingle Door Category: Windows (941)489-0100 (786) 315-2590 (IrnsvenplOusvysg, X wnflguration) aubedial Mae )rosounklapgtlndurifi c 10 1Thermo-Tru Fiber-Ciasdeand Smooth -Star Nominal o&lAlquotNon-lmpaet&quot Glazed 12i3lrX22 No Yes No N7A Compliance Method: CalNeallon Manor uang cm Composite Edge Flberglass Single Door with Sdeltte(s) (Inav rlg(Outswing: XO, OX or OXO FLM34Mk4dLWS - configuration) _ deal Aar - Aearaved fr ilu AmrewAfr uu MMLW far � )�, 11 k Therms-Tru Fiber-Cbssic and Simcloth-Steer Nominal6501 &quotlMon-Impart&qud; Glazed 12131r2022 No Yes No NIA In 0uha�M Composite Edge Fk'oaul ss Double Dow with or well Sidemas (Ine orwouteimng; XXor OXXO $!9.¢ s Prad+et Yodel Nrmhror Nam. PW-9s20 rLarge Mbdb I.cw l7 Vinyl Ill yancioa 04130)2025 Yes Yee. J3 PJltttm Yes WA conflguretlone) 12 L Thermal Fiber-Gaeaicand Srcneh-Star Nwnr 7&ry3g;08,quotNon-Impasobil at Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door tinswiny0utswng; X coririguladon) 13 m. Thermo -Ton Fiber -Classic and Smooth-fanr Nominal 7&ia39;0&qu"on-ImpadBquot Glued 12131rd= No Yes No NIA Composite Edge Fiberglass, Singh Door Wth Sidelite(s) 0 r anirg/Outovil AD, OX a OXO configurations) 14 n. Thermal Fiber-Cle lie and Smootln-Star Nominal 8 ,039:0 aquot:Non-Impattilquot Glazed 12131=22 No Yes No NIA Composite Edge Rbarglass Single Door (Irsw rolOutswing; X confgumilon) 15 o. Tharma-Tru Fiber -Classic and Sn ath-far Nominal III 8quot'Non-lmpacbl,quot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass, Single Door x4t11 isds 7l'ee Version a70Yti,N- Redsdn 2020 MI Windows and Deal Cate jry: ONnam "Categol . Halzrb(%def Cortpitammca INtltod C&tlflcedw Mar mLlalg 19t>NR•as„ $aEIE pradud Yom. Mranhr a Noma i HS 18$ Fin and Flange Frame Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Canted Ethanol License V•IIrLed as BrentSitrnger AmedOm ArdliteotuMl Steven M UdCh. PE (71713803300 Manufacturers Associati«r 171 T)317.6454 bsmnspy lnhwdm.ca caumy assurance Anarovid for Uae Approval! far UP tBu l DeLm P10eit!ffi�e0 1Dl98Y. ➢JlWde.MVKZ R,Skt t Pressure 73.621nsulded GIs" 02//82024 He Yes No -wss peas 1 di iff4 1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail no 291 DeEloved putt VeitlimDiagnosis FBC Actual A,—u d man 10.081020 lom 2020 1OMWM20 Approved Papa i of t I152021 201 kill.9t 9" a" Data P d- ➢eat ]jrps Vxaim M.-f twar contest End-.& U-, VaedradIN V Submitted FBC Avenel AeemlBJt ad& Revision 20M MI V4ndoweand Dbo. Gent Bing. Luis R Lomas, PE Stamm M L len, PE 16106PIM iorlool 10AM020 1211512020 Approved category^. wind- (717)365-3300 PE112514 (7171317-8454 Buacalikill Lap- bOingeramhad.o m Compliance Magee* Evaluation Report from a. Mil Regilelepd Architect .. U-sed Rod& Prdeeriond Engine. .QuWgLAeYl AmruvedfbrUw A ifit" J2eim ionA PreduetModel.Numberwh= Product Disclose, in.HVMZ ammoLmm Aull" prey-, 2 5794 Vertical Aluminum Mullion 121S121724 No Yea. Yee NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i or 2 afill a" Cut Painting 20 W mm YJmU3p aitt S:mtad Fn of Us , Yaaddm Br lea amitta FBL mroke Aeaa�t C O Revel 2020 MI Windo l and Doffs Brent aflmpa American Amhltedural seven Is. limn, PE 1122/2020 1122fl= 111a 20 A�mp,ee CYep01y'..WtldeaS (717)Sss.3300 Menulacturve, Associebon (717)3173454 CD "O SubCMegBsy: Peril bsminper,®mNmf.Wtn W Compliance Method Certification Meek a Lietng O i C Amrowdir Use agmLuml=Jjm �Ctd-al\ lid (Q r.� son IYednM Yedd. Munher a Am Contract Mu*adw Date In HM2 oubme NMI h i CC) Te 7 1B5 PW 73k. 72 Insulated Gles. 041=023 No Yea No .eCF80� d O Q +d- N i0 3 = a3 le Cu CL d 'a C Gs O -� C 3 3 � 7 d CD O an CL a O O d t� Florida Department of Business & Professional Regulation d, Building Codes and Standards 1 Product Approval Application Detail X b rM E,,M or Ads 2ts D 12o Am Vll7iga Ii10mQbetum C=t&d mmb&LLkmw Validated vAide l attaBet PIC Amrovr Approal Affirmation 2)20 PGT L.W.H. Jens RPsowdd mane -Dods SCCO-CER team-Dad.$CCD-VAL llMaD20 iilossm 0 11/112020 Approved Caucuses. Wndxays (941)486-0100 (Too) 315.25N adueassomy: Mellen. jresowskQpoUnraumes.e Corrpllama Method: CaftK-U. Mark or Lkatng dxn 117atFJRISPiaaucts -. -Gustily Unrest Asravedfor Use Accromdfor 1 , igPJi 17tlim aw f. Product MOAN rWror or Name product likesseriptlorn b,yVNZ outtlW HVhIi R PJ34 m 1 WRa for All Deal and Windows Aluminum Mulloro 0512612026 Yes Yea Yea WA Sidelifil OnsWngJOutwil XO, OX a OXO Florida Department of Business & Professional Regulation Pop i oft Fbride Department of Busiitass & Professional Regulation Paul d2 Florida Department of Business & Professional Regulation Page 3 are 1B p. Therma-Tru Flbw.Cbanic anti Smooth -Star conflgurauona) Nominal:8&d39;0 &quotNon-Impalcffiquot Glazed 12/3112022 No Yes No NIA Building Codes and Standards farm l Building Codes and Standards 1o,9rv21 Building Codes and Standards aP/2gz3 Composite Edge Fiberglass Double Oaor whin or wit rout Sklelites (Insairo, Outivil XXor 0)IX0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Thermal Fiber-Clessk, and Smooth -Scar configurations) Nominal 6&p39A) &quirtNon•Impact8quol; Opaque 12131 W22 No Yes No NIA - - - � -- Composite Edge Rbergiass Single Dowwith -. -> . - - .. -.... _ _ _ _ _ _ , . _ _ _ _ _.. _ ... ...... _. e.... ... _. -. ,.. .. _. _ ... -. - -. -.. 18 r. Therma•Tru Fiber-Cla�ic and Srooth-Star TransomonsWngfOutswrA ing; Ooonfguretion) aquotNoMmpad&qu Opaque 12/3112022 No Yea No MIA - --- -�126 EmBr a -�E (S Dal panam g! SSE it1tlOC.4Y 1ffi! :�E Cana lam! Sir �! �tr Bate Pena �r to Edge loos Single oar aritiu Composite Crnl Ed n Pceste 8 �E 9 lyog V— i! ) Endrrr a Li�wse validated ale 1aaDim ;' FOG Ardrowi AQJffaYm ilitiBa TYaa VK81m mnrdaedrr� Vdimlad Me Ni1diW jSlmltliW F.@G.AegtlOrJt App(Q,yaQ �} � )'LrsgmIVLE �ffi Vitiaie4liy. ] f F� Aoaard Age[0ltm a u or eon Transom {InswirrglOutav4ng; O1X0: Jam" Chad 01ar4is V, Androx Tan John taoum9rlL P,E, 01AS2021 12l1412020 O1XrB/t0ai ring FBI Awn RMsbn 2020 ANlde Nick Thompson Lyndon F. Sehmkt, P.E. Ryan J. King, P.E 021152021 021152021 02=021 04A32021 A.prramd Reuden 2020 OAF Michael etleh Robert Namini n John W. Knesevidl, PE 12MOM22 12M72a22 12r2Q4022 02107/2023 Approved OlOXor OIOXO rxMlgulatione) (YOX Yea No WA Revision 2020 Handle, Building Products, Inc, Caustily: Panel Wdla (0119)545-OM PE-81862 (352)307.252e Category: Panel W.Ih (330)M2389 PH3409 (Bl3)7S?-8il category, Reaing t800)TS&3411 PE -Witte (954)712-6224 19 a. Therma-Tru Fbar-Classic and Smooth -Star Nominal 69130;88quotNon-Impactaquot Opaque Edge Fiberglass Single Door 1=112022 No "CatagoM adng ob.d.d'arcksalemashard trpeaNgary; Silas mhanp-ijis ide.con &�Cataonry: Asphat5hinabs mrleh i.wm Composite with Sidd nsnin XO, OX or OXO �� fl �utsW �: Compliance Method Evaluaticn Repon torn a e.can Camp nmaM•med: Eveludim Re from a Cempkoxe McMed: Eveluolm Repot from a Continuous Hood and hill configurations) Floats Requested Architect as UrarsaA florae Florida RegiNerodArchi ect or a Leal Florida Florida ReghiandA chltar a . Licensed FioWa 20 t. Therm-Tru Fiber-CNaek and Smooth -Star Nominal 8&039;0 Stil. Non-Impadsic[I Opaque 12I31/2022 No Yes No WA Pretensions Engineer Professional Engineer professional Engineer Compete Edge Fiberglass Single Door with n�a ,•.ALaXA „r ` Sidelka(a) onswin�Ulaval XO. OX a OXO FLLN2iu4wprotluda. - fiefs . Continuous Head and Sill configurations) QualttvAsurace Anorovidfrtist Approved for Use imMEt Design AooravM for use AmrO11W err Uas knol. 29dou Approved for use Aporoved for Use 21 u. Thermal Finer -Classic end Smooth -Star Nominel SUSS,S&giK)tNon-InpadB,quot Glazed I7J311= No Yes No WR Eana Product Model, NtmberrName Product lascdoW Contract Eokdml Data In MVHZ QuillsMM J Pressure aWR Product Model MAMr o Me- Pwdud1 Description Corrsr Expiration Od• in NWm1 Oradd•HVHL R•,WrY P—m Product Yoder. l6asaMalMrns Product OeacrNtort CrmaY rxolraulon OMe Ili HVXZ GNMrY HVHZ Pressure Composise Edge Fiberglass Single Door wim 9cieleal(Inswing/QuteNirg-,XO,OXaOXO 1 CernplankLap Siding ibar-came.llisp e'sferg 121312e23 Yes Yes NIA WA 1 asqua2r"otSon VenlorSdIdVny!" 12131=3 No Yea No WA 1 OAF Asphalt Roof ahngN.for use InFBCnon +rl Fpttgassreinforced 3k0b.ImNnated,5-taband 12M$=5 No less NIA WA Continuous Head and Sill configurations) 2 Hrd.Pk k Lap Siding ibex-cenwnt lie didng 12/312023 Y. Yes NIA WA 2 b. eWd;Aiibnee T4agad; Soffit Vrd wShcd Vinyl ScM 1 L312023 No Yes No WA jurisdictions hipkldge esil shingles 22 v. Therms Tru F berClaesio and Smooth -Star Nominal .08rWJB:08.yurtNon-)r-pad8quot Glazed 12i3112032 No Yes No N/A 3 a&pud;trecebrlr Vintage:Beadedilul Soffit Vent wtold VW Sam 12312023 No Yes No NIA Composite Edge Fiberglass Single Door with 1 daJlua;DS&quctSaint Vent or Stlid Varyl 5dtil 127312023 Na Yes No WA Sldeae(s) (InsvAnglOutsel XO, OX a OXO 5 e. &qu t CYh.,W 0.1il Sofh Venter Sdid VNyl ado 1? lQW3 No Yes No WA Continuous Hand and 511 configurations) S f. &qud:Super 9pen&quat; Soffit Vent w Sold Vinyl Sofa 121312023 into Yes No NIA 23 w. Therma-Tru Fiber -Classic and Smooth -Star Nominal Stil 0 &quotNon-ImpaM&quot Opaque 1213112022 No Yes lab NIA Composite Edge Fiberglass Door PardleWvdh Vented Sidelifil(N inn youslOutswro; XX XXXor XXXX configurations) 24 x Themm-Tru Fiber -Classic and Smooth -Star Nominal B&IMf) rquoCNon-Imgact&quot Opaque 12/3112022 No Yea No WA Composite Edge Fiberglass Door Poll with Vented Sidelbe(s) (Inswingl0uuvrsg; XX XXX or )OW annfigUratiana) 25 y. Therms Tru Floor Classic and Smooth -Star Nominal Basal 11,quetNon-Impaet8quot Glazed 12r3112022 No Yes No WA Composite Edge Fiberglass poor Panels vkh Vented scielial 0nswinaroutewilg; )0(, )00( or XXXX Florida Deptut nert of Business & Professional Regulation Mora 1 of Florida Department of Business & Professional Regulation Page 1 dl Fbride Department of Business & Professional Regulation Pepsi oil oonfgurations) Building Codes and Standards 1 f Building Codes and Standards +N12osf Building Codas and Standards 102021 20 zThemn Tm Fiber -Classic and Srtrooth-Star Nominal 8911130:08quoutNon-Inpaa&quot Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels tin Vented Sdelial (InsWro/Outsvdng; XX, XXXorXXXX ProductAppro171d Application Detail Product Approval royal Application Detail Product Application efa configuration.) - - - • - - - - - - - - - - - - - - - - - - - - 27 za. Therma-Tru Fiber -Classic and Smooth -star Nominal 8& SI llqua;Non-ImrmetSol Glazed 1213112042 No Yes No WA Composite Edge Fiberglass Single Dow Wth30M39;0 .. - - .....-. .., Sidelibil gnswing/0ubwiril XO. OX a OXO S26 .. - _ - Entkwor 18it 12ie Ri&Dna® flit ra& .... lftft )t )ale 2" DtaPandrm no Sig 1 j n alie Date Paradna la 28 ztu. TYsrme-Tru Finer-CJeaslcaM Smoctn-Star confgurstone) Nomina1007r3B;8 &queKNOn-ImpadBgUot Grazed 12r3112022 No Yes No WA 1k8E VBp�D Endrrr& Ucrsse ii�il. V.$E V �rsiEtd FBC Ammwl A@H� >�i4S 3Yga Vf�ll droer& La • S�Y'd• EO eYY_ Yam$ VMtl� i8�lgffi FBCAmro.d AOgrsiaa i�la 3'9-° Version Nknt bcturer Canted Model AL Licenseywkb ed Bs, d°d Validated PSC Amroed J rl Statue Compasne Edge FiberglassOmbb Door whin Revision 2920 TAMKO guiding Products LLC Kerd Ill Robert NNmnarn Jahn W. KneaevAh. PE lWQ2020 o9R92020 10/T22020 1211SM20 ,Approved Revision 2020 I.N. Thompson. Ire. cba Thompson Architecture! Tory Christman Zachary R. Prel Steven M Urloh, PE ol7r= banal 091=020 121152020 Apprmad RInAl 2020 Pleads Meta Predicts Inc. Clerk Janes James L Bicker. P.E.@ Steven M. Utkh. PE 091272020 09725'2020 10g412020 12n612020 Approved 38di38A Sldefftes(InawinefOdlairl 0)0(0 Category; flooding (417)074.6644 PE-59166 (954)7726224 Metals Conpany(TANCO) (813)248-3456 P674021 1717)317-8454 CYapax Racing (904)733-8400 CBUCK Englneil (717)317.8454 configuration) 9UpCNagarY. kem_edal@trMo.mnrcrew Cassel Rooting tmy@a-saiakading.can alikCbary: Rooting Accessories the are m darkg)0ameo.eom PE-31242 29 u. Ther ma-Tru Fiber-Chil and Smooth -Star Nominal 8&#SaQ &qu0tNw-Imp ocisirl Glazed 12I3112022 No Yes No WA dvoctUrKwsyrMrs Campltann Madtod Evaluation Report tan a au4Catewty: Rooting that are an Pam Reoeng ation Composite Edge Fiberg utevAn; XO, Dos mtN 38d139;0 Sldelae(s,T. (InsWng+OubWrg; XO, OX a OXO FIaNe Re9leserod Artnasd era Licensed FlaWa ng syst ern Compliance Msmod EwUa9w Repot tom a Compli Poe Noth traoimg eal R Report Compliance Yaed Ar hided ora ns from a Compliance MoM Florida Regia[eredArdnttectaa Licensed Florida eonr�UfBtidnss}} Professional Engine. Florida Registered Ardrttact ors Uarrsod Florida Pra"sbnsl Engines 30 zd. Theme-Tru Fiber-(7�ic and Smooth-Ster Nomrrol 8&k39:0 &quotNon-Impaet&glut; Glazed 126112022 No Yes No NIA Rresslenat Engineer Compol Edge Fiberglass Double Dos with fiai:1232SANIfiredum _ - Fy(('(tSed.R2Pririicle 3r1a l Sdelkes In tardn OXXO ( s'a1r1g 9; seam, Assurarda Amrwedior un Aapraved ter Ilm � l ! frrodum. � - AapxavedfoVia mtiae Arovedfo jp>�E{, J 31 -Tru ze. ThesmaFiber-Ciasalc and SmoothStar configuration) Nominal 7&p39.0 aquatNon-ImpaMaqul Shall 12J31I2022 No Yes No NIA Atni Pradud YarY, limber ar Yuma Product D--anion In HVM Oufdds HVtit f P--- Anwowdro Use Amrovsd fa Use III= radial so" prmud Y 1111_ m,r a won. am HVHZ Dural HVKZ g A Series Composite Edge Glazed Fiberglass Single Door with or Without 1 til Gdelitel oner inglOubwl X OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FL#6269-R31 Coda Entl or nm Status B(K Version Manufacturer Contact Engineer & Validatedev ffi Submitted Pending. ARorymed Approved Revision 2020 POLYGLASS USA Maury,Alpext, License John W 10126)2020 10f2212020 FBC 12/1542020 Category: Roofing S954233133OSmalpert@polyglass.com Robert Nieminen Knezesvich, PE AwHou L Subcategory: PE-59166 (954) 772-6224 1110112020 Undedayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FL#526B-RS1 Qually-fttenet Dart EYofration ADIIII for Ip,ml use AMMoutsidmaidruse outside, NVN2 Sttii Boston l ro 8a # Product Mode. Number or Name Product Deaorl ion 1 Polyglass Roof Underlayeents Floating uncledayments 10212022 No Yes WA +WAf-=Z 1 Polyglass Roof UntleAaymerlts (HVHZ) Polyglass roof underlaymehts for use In FBO121231 M Yes No WA WA HVHZ judadidons. 2 Polyglass Roof Underiayments (non-HVHZ) Poyglass roof undena"al for use in 12"23YZ023 No Yes WA +WAI.822.5 FBC non-HVHZ juddtktiare. 1 Polyglass Roof Underloyments {HVHZ) Polyglass rod undenayments for use to FBC12f232n23 Yes No WA WA Hill jurisdictions. 2 Polyglass Roof Undetlaymerts (non-HVHZ) Poyglass r=rideriayments, for use in12/23r2= No Yes WA 4WAl-e2P,5 FBC non-HVHZ jurisdkUas. 1 PolyglassRoof Undedayments(HVHZ) Poyglasarod undedaymonto for use Infell Yes No WA WA HVHZ jurisdictions. 2 Polyglass, Roof Undedayments(real-HVHZ) Poyglassroof underlayments,foruse In 12r23f2023 No Yes WA 4WAl-A22.5 FBC norrmHVH2 juridiatiors. 1 Polyglass Roof Undedayins" (HVHZ) Polyglass roof undMayments for use in FBC12123f2023 Yes No WA WA HVHZ juddidions. 2 Polyglass Roof Undedayments(non-Ill Poyplassroof underlalyments,for use In 12f2312023 No Yes WA 414JAf-A22,5 FBC non-HVHZ predictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pool IWM3 Rob Sam nal 2$a pit 1136E Penclose prate Tinoo Varskxa Manufsclurr Cooked aedmer&ucrue Validated By valhostoll &gyp MC PBC Approval Aoaoved Sioux Revision 2020 Mill Inc. Erin Walden ICC Evaluatlrn Service. LLC ICC EvtlUetion Servke, 01A3/2023 12202022 01A)3=23 Approved Cdspory: Structural Components (957) See-8635 LLC. edbCdeeo7• Tm" PI.Ns eaddm@rnii.- f205) 599-98M Compliance Method: Evaluation Repot from a Product EWeluill Entry 11e21 Product Model Nunbes or Lome Priliduct lisiounintion contract Eumhrion Date Alsroyedfatlo In Amromndleruse 14YHZ o idr4 HVHZ IrstJld assistant Dk, Paluva 1 M16AH8. 18 ga. high strength trues bninedor date 12131=24 Yes Yes WA WA 2 M10SHS 16 ga. super huh Strength truss connector plate 1213112024 Yas Yes NIA WA 3 Ml is 18 ga. buss connector pate 127312024 Yes Yes MIA WA 4 1017181-18 1S a& high strengthuss rnmdor date 121312024 Yes Yea NIA WA 5 1JIT20HS 20 ga. high strenptlt trussonrnadr plate 12/312024 Yes Y. NIA WA B TL1B. Mr18 I ga. truss codede plat" 121312024 Yes Yes NIA WA 7 1120, MT20 - 20 ge, buss ernmictor data. 1N3t 2o24 Yes Yes WA WA 1 TAMKO Roof Undirdaymnsta(HVHZ) Radundesdaymantsr«uean FSCHVHZ 03292M Yea No N/A N/A ggyA Prm,ad Medd, onioner ar Name Product oeserimton Coined Emission Qjda in HVHZ outside KVHZ ilWtion P.— 3 3-FLAMCO &gUst:RV iO Rape VIN&quo; Aluminum RIODO Voris for pttehed rooN fabricated 12/312tY24 No Yes No W )uisdotiws. 1 TAMCO Flat Top 011-Rldge Vent with Baal ter no 23 ga. static roofve ifilator vdbl bal 09/09/1026 Yes Yes MIA WA from 0.025' Aluminum 2 TAh1K0 Rod Underlayenents(NOM-Pi ) Rodundedaysiml fause In FBC non-HVHZ PBr2B207J No Yee NIA WA 2 TAMCO Gooseneck Vert 26 ga. 00=202e No Yes MIA a01-526 lurlsddlons. 3 TAMCO OIFRIdge Rod Vent Mon aaae 26 ga. AaBc rodvor"ar MM integrated baft 08108202e Yes Yes NIA WA 4 TAMCO Round Top Of idge Vent with Ba1IN fa TIN 26 go. side roatv«foletr with bathe 08/me" Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page i off Florida Department of Business & Professional Regulation Pegs I a3 Florida Department of Business & Professional Regulation Peak 1 oil Building Codes and Standards Building Codes and Standards t n2o71 Building Codes and Standards vd2on Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail AM £¢de 11.9 am g - ]mt Do Date Forward 2n 29tt _ E;Rtl r, ar Jett am Data Pmd- -!bi! _ - �_-_ _ _ .. B&6YPL ➢Y4 pl[t Data Podna � y leY)rrteD ! rim E�tSL� 3iSubmittedffiFBC la Armando AQgmtl J Y1�OD 1lDd9[S Embr&L— VIWtd a ViIItN9 Fal Aacror AIe@t ] � Yrrygg YrMMurr Coorad OMnw &LNYdyaedatad av Vatam Submitted PWAmovee.simm l RsNaign 2020 L—. Kab iss Jdley JanasL Busel P.E. Steven M. Union, PE 11/23rAM 112YM 11rtAl and FSC Aapn Revision 21 east causing Anderson Robin LAPMO Unhnnm Eveluotlen Gary W. Walker 11103/23N I i102IM20 liffi Z020 Approved Revision 2020 Global Prclac0an Products. LLC. Tin Robinson WakerA Tile Jr. RE Jain W. Knezevkh. PE 09106 020 09A&-= 1DA172020 12/152020 Approved Cassel Rettig (501) 983-6163 PE-31242 (717) 317-8454 Calwo : Rocng (801)300.6o81 Servlas LLC. (205) 854-0160 Ce1ssW. FTuken 1054) fills 5 PC "167 (954) 7724224 &mCatifigal Roving Accessories that rsan gelleydtinnenoo.com BdrCati Repro TIN. eery: 9 RdimMderson bard.co � Subcata gory: Storm Fronen 1m.rotynsm@9PP•d.00 Impel Pan often gal System Cempnarmce Model EvdUatim Report from a in Compliance Mdhgd: Evaluation. Rabat tom a m Compliance Pool Evatustdn Rabat tem. Producta oluedwm Entity Florida RopotarodArdmted or a U.-.d Florida Florida RegisbredMehtlect or a Lcensed Florida Professional Engineer Profeaslard Engineer , '. FLSI12624a Products.- Qually ASAwrWm A�ig Umbpgroyedfa Uaa ie)met jkial FLOMT 4t "MOAee 1 All Prod eYodLLNUMralia- [it , i1�l H Ifs= JOgi4 �Il for Use Aponril for Uu Iai 2UW QsWwAtunme Amfnwd for Use Approved for etas Design is Slaxmy- Shake. Saw, Country S Country Saraon Old Engurn Flat ProfiN-Comes. CO 12/3172020 No Yes NIA WA EMLS NameII1:NVKZ Big"AW I Deoil CA-4 or TRH Built Dedo-tir rA-4 rrddl)wrkIii- Loa Prol Polypropylene Pladk, Rod Vent IVIOM25 No S 1 .M.Lat pressure, +9 .5 17 Thatch &a "post SmanY 6N-Sill Shake &=p:.Soft Shake Fat PrMN-Shackles. CA 12f31,2020 No Yes N/A WA 1 20 Gage Gdmnlsed sled St- Ponds/P1Va¢ CanipdKl OdYBnIZsd&eN Storm poll retained 12f312023 Yes Yon Y. WA MeehanicaNAkedmedN Plywood Deck. 18 Se. YBN-Bhb,Sheke&emp:8da8heke Flat Prate - Risk., CA 121312020 No Yes N/A WA and by track. to provide hurricane Protection, 19 S.'.y TOO -Shake, Slate&emP: Surd Shake Flat Profile - Bkaclrlon, CA 1213+2020 No Yes NIA WA 2 24 Gage Gdvarrall Steel Storm PenelsMHVHZ Corrugated Galtenlzed Steel Storm Panels rfined 12012023 No Yes Yea WA 20 27 -Baronyy 7 a -Shake, get. sil P: soft Shake 7a)" Espana l ass-lrna FlatPraAb- Risk., CA 127J12020 Ron Prole- Katy, TX 121312til No No Ye. Yes N/A NIA WA WA anti by track; to prMtle hunlosee protection. 28 VD!, Lou Prone - Katy. TX 1201 am No Yes NA WA Florida Department of Business$ Professional Regulation Pepe I Of Florida Department of Business & Professional Regulation Pier I set Florida Department of Business & Professional Regulation Page I off Building Codes and Standards tr52022 Building Codes and Standards n ar27 Building Codes and Standards 1Rm1 Product Approval Application Detail Product Approval Application Detail Product A ppro Application Detail Approval 9qr� - EntiN or 2tilit, 2olls Data Parched 20 -. 92121, - it Do INU Bate Pandas 2a Sd4r. &I or Will halt Data panel= tat Tie Version Manufacturer Contact Engineer & uaenaa Validated ek Vila dated Submitted PBC Approval approved stew ,I1Ng Verii9D Cartel validated IS, V pm AMMUyg ,a" ykrga version ; yip Velkl4d &r Validated islagaid F13C Annual pp,,�,,0 ads Revision 20M All American Shutters and Glass Mike Barbieri Frank L. Benrardo, P. E Troy Bishco. P.E. 10P28Y1020 10115I2020 119)5f2010 12n512020 Approved Reivfdan 2020 AW. Stuart) .ts ICC[vNuaOm Service, LLC WIN. M. Ral PE iomll 30 1on22020 11,05J2020 110052020 Approved Revision 2020 Commercial concrete Roductsba. Robert Gills Samuel A Greenbarg John Ho/ 12IIll 1ZRGM20 1222l ding FSCArpl C~rif Shutters (561) 712-9852 PE4X146549 (954) 947.06BO Category: Structural Carponants (321) 710.3377 (4011641-1917 comical Struaoo Cmponess 18"051t37o7 PE-34245 (3s2y Se8-5311 Subcategory: Storm Panels mikebCallame icanshume SubCaa9ary: Tnrss Plates dewls@alpinettw.can Products lriroaload as Reglhttr prvmdgr«IAYehoo.eom Compliance Method; Evaluation ReWhoma racom Caaplirice Method: Evaluation Report from NlbCate l Florida Registered Architect or a Licensed Florida Product Evaluation F_ntlly Compliance Mdhod: Evaluation Repot from a Prdessional Engineer hactaa unlinked Florida Fluids Professional Engineer FteN 7aBe448 Pkwluels. QurkyA"aame• Approved far UN Aeproyedlr UN Impact, 2am FIffln44tt - OualiNAssurance ApprovedforUse Aooravrdfdr Use Impact .Delon 11112.111 Predict YedN.Nuwmerer Nams Product distinction Contract Evaluation vale In Hill Ouldl HWQ l Pressure S{ao a Product Model, Numbeyor NQmo Product Description Contrast Expiration Dom in outsw HYNZ ""Milken Pf�ura 1 ITW BCGhYO. Higher Shorigm.tH Sill 8) MNnI C«ned«Plow IV312024 Yes Yes N/A NIA Quiet Assurance Amnrvsllaruse Aomdumfatfu veQgl Decker 1 24ga GaNaramd Steel Storm Panels 2492 Galvanized Steel Storm Panels 12f3112022 Yas Yes Yes WA 2 ITW BCG/Apinal Hinge Plate Meth Comaeta mte 127312024 Yes Yes NIA NIA gal ProekAr YadLL Number at Name ProductDn&ogm CoWad Exalration bee In Hvkz outside HVHZ litsiblast Pressure 3 ITW B03/Ap4w TNlor, Metal Cornletto Plate 12/312024 Yea Yes N/A NIA 1 Mary Precas or Commercial Comlde Products Prool and Prestressed Controls Lil 052612024 No Yes NIA WA 4 ITW BCC?JAlpine Wis. Metal Connector Plow 12r312024 Yes Yes NIA NIA Florida Departnrert of Business & Professional Regulation Pape 1 oil Flodde Department of Business & Professional Regulation Pawl az Building Codes and Standards �a Building Codes and Standards ar"21 Product Approval Application Detail Product Approval Application Datall §Ntv or .. ... - DU go irk(. PY1dM 2111.1! - - awnewall eyes Va gm Ym igmiLS Contact ErMnw&Ud Validated av Vaulted 8191,lbd FBG.Aeemtd A-v d amba HYPE YeadcD tam BLit a Validated av Vied submitted F A,-,d mdm Review 2020 Wayerhaeuses Rob Erdwin ICC Evaluation service, LLC Ian Lama, P.E. 021021M21 10113=20 02f032021 Approved Aleenetion 202D Alpha Aluminum, Inc. Jae etve Luis R. Lomas gal M. unch. PE ifnenwo 11/162020 11202020 Apprared caapry: rrudurd C-P-ants (253). 924-8476 (608)M3286 Getz : Pend well. (40T) lead PE-62514 r7171317-a454 S.bC+t.W,r. Engineered Lumber 8ubC.IWary: Somta eoh.aludnunine®yand Compimes Method: Evaludon Repatf rna au-cOm Compliance Yoked: Evauatian Repot tan a o.crn Product entua6an Entity Florida RorgW..dArohft daa Licensed Florida Et1Y32r4n7. Iliad du Professional Engnees ApproWed far Use Approved for Use wom j 222A Proda:a liedel NuaberQ Name Product De ]burn Cadrad Esdratlm Dale )001112 out" flashifivid pressuris _ - Bulks Assurance Aoisrdvad err Use Amramd fr ties IDaffi otdm 1 Nkntlem LVL L.rinseed VensrLumtrr 03r312023 No Yes WA WA ProdatMmel Number or Name Carried Ewmintfdn Data 10.HVKZ $ted,.till Resistant fletimrs 3 3 IsivalluTimbor rid TYnberStrand LSL Lumbar o3/312023 Laminated Sherri Wlomer 03/312023 Laminated Strad No No Yes Yea WA NA WA WA 1 Aph s Aluminum 8ditl Soi VentedAluminumSolfly Alpha Aluminum Solid Bail Vented Aluminum o7730r2033 No Yea No WA 4 TJ Rlm Board Strudural Composle Lumber or oriental Stand 03/312025 No Yes WA NIA CMU &amp; Wmtl Salim/ CItJ &slip; Wood board Rom Board 5 Wayah...' I Board Oriental grand board Rim Board awla023 No Yes WA WA March 6, 2023 -l-1 N L Cn CV v Q ^^++ CIO 0 O E LL O M Cn -0 a) O i— IC -0._ /' /1a^ vJ Q a Z Z W J cn E W z ♦Cn V JJ `V O CL 0 0- Q U `O < i CL (1) `V aadeeri 0 LCU W Z Z Z Q J SHEET NO. PA lol Flarlda Deperanailt of &Wname a Pmfnmi W ReplJatlan Buldinp Codes and Standards Protklet Appirolrs) Jlpplwdon DeW pw i d2 IIMGM - - ..._ ... _ M. - . . _... _ x ..:... ... _� �albds go am TM � f GsAJem wwwr vAldmw l FOC�W low Atnndm 2020 "Copolww JdeYFdm Beal Wirdavrrdow JOnbeLBudUW PMQ MM40M CM42M watam API sees"sid dD s IbbeMon MWV%CIAWANODNM caumplowl 0-boo- Wmli4Hurl iwn)021.00m (0m1)4m14m9 Ce1'sPae4m W1Mk COhalrslbn MOK a loam pemlprodUObpproee�pO ItaDrrr ar.rrerm. erogmedPwrYa Aftrand! Per 4Im lrsad alalam A" BBdaYiardeYo famYtsg*l ma.i i.NWM am mLm Behold feimso 1 DNM 104pid hPwb, Wide mmefe Hume %wawole Humewevem(4rimm M"70= ND Yee ND +aaa0 2 Serbs low HartPNbmmsmpYMusa VW qpr Prbmmnm airy Hwry AM Om@1Na77 Np V" Im 4aSSp Cwfodo(77 x461 mr) 8 sdm1o12omrerHlure Nydfwob Nip Mple Ospomc--:m 051/50027 No Yes ND +40F40 4 Dens lmpmror Nuro VsyleepYHOMTHOOar""(1or m.r) 0m1MQOZ7 No Ns No +8m45 b awr.lonOmrer Hure YWakpY Nup Tpa MMCMPMmr XM.ln 0Sm*:027 No Vm NO +35se6 6 R., 10N0mrerWup VYyrcharHuialmmowvmb(mxam oomeam No Yes Ns +aa4a 7 srl" tom mpr Null Ykm$well Munn lime Owto*sw Vorx8am•) OOM$02027 No VM We -am a earl" 10.'2O41re10 Hurl Ve01 BoVHe MMV WrdoM(4r K 7r) 017rAu No Yw ND +70hm a Series imarGrNure "averH rg Wedw(4r x swiss) MM2OW No Vs No +mil" 10 awl"ta20mrels Nure Nyl lip Bs Mure WNbw 12A' K mmlral mMSmw No Yes No +aSaa adrift1i am 1a20mpr Mup %w ahpb Hue Window WK an 0m IMI? 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RrrldO p fwmxedANhpNtrO LYarrOd FbrrO IWLNM 111LWM JSLOw PrebNlwel Emw4w modkamlaBr if '�aa ldlmMUNYm A" alas naimumignou ,amalrJmOBd amommlf)LWa AamNUKUM NMI& now ma l7mlamamadmhD GWAMUitWBYoam lalaeS gwwdLmm Bmmw flmaam CAMWAmororw Adrawwrwr Aomwlodror Nomm A290 A&A &dmtaradm M aarldfammtlnalr hi11dS orldelti m MOW fy 1 awl" 1prl0 mdrl YAidOw ile01 eOdme Valtlow (Oam d lq, 7a•11r za0') 113112712m2 MO Ma Ned .3" AMR Hrlmlamatldlm Gad a.Qar 1aIDed auume mumm E� 1 awls lGrA Mlrwg mo Om Amid 24W* 1W Skills Oros Oewoff x9r) lima0C21 No Ws Me •2OF2m 2 Serbs 10a0 Seem $Mw e %Mserem Winder ow wmo. rs iw.m comoolaa No Yes No +7a•9a i Serbs lO flood wmdm 80a 10 i,W FrnON made N VArmis OmrJm12W1 No Yes w NIA 2 80r1w 10Rd2b amdip Ora DODr %W Besse Pp* Plead V Deer (BN VA 34.1aMr 00�12m7 ND Yes % +2mAO 8 4 .wim 1a20mwdS YPhmM Or" Han mldme YJIfOD1r %wel"lmndarpox.100'xm07 Swam No ** $aim VAW* tKm iorxan aewomi ND arm Ys rb +8pia0 Ns +a m a Derma i070RmaNIptJYm Door gal -ion Ng12~ T)r Skimp Orn DW (rr x On 10006=1 No Yes me +28Fam 4 Berl" tONOOlaBadlparm ODOr 1w Bwmr POW Awe mwOw(SWm447-1ja'x m11mr1CJ7 ND Yes MI +2m1� "4121 numLelLboba Ow MrAmwwon AswawdM lW AsnwdlWUr lm r Raft Asa EmbiLlaidjwmbLKAM fi.ertammaarim &dm dzubumta k imnba lidowim Aebtd ftm 1 Dal" ISO or Erdempme orAwi BfidkVWanDow ND)d04wwvrswq GlIINDper(m 41rx m74001 No Ym Db +�J 1*4M 2 awwaimeram pass NANNmmm Dine Ow %WOepr PwWFword1(rDrw(mddm WIVx 10MSaw No Yes We +4a40 H•1R') 8 SarbiaDwEmnpwwArnamdemokmow 1.W24VOW 1ox'mkam aces Deor(7rsar) OaJOlr4m4 No Yes No -um 4 ems laDorro arnpmerAmrlamkap DrNDDw NO v"PwWFdw'w Daw(awk4)r-Urx Unfam2 NO Ym Nr +2060 n4m 19�Idiillt gmdkhmuMn Awrand I'm lift Ammod Few Use !aA bddlam wwo Sdmtmithmtdmoaa 1611m alaara.m(ui hmmad f umm 1 Seri"1a)NIffi mpmorAmlla"olgnoor %.W 2410W 1W NWq ISM DDw(WIIT K m240MI ND Ym Ne +2a6m "Am 2 awl"lMOr EimePms WALMOmeamarmoeer "eeelepwmlFmd'Oromr(sWmAwlwx BOmm2 No We No +40140 01-im 8 Berl" lSD:I&WnPM wAimitlmldlm 4VeOt000r %w24' %,wI' SN'pamdmnw(1rrm2ry BOMUM w Yes Pb +3646 4 arm. tmOrwansm wlbwnloom mm000r NOI aHreY PwW Fwmt 4'DYw(mdrmy 47•trrx mmom2 No Yes No 4aml.M MAN-) Florida Depanffwt of Bumnsms A PmbadorW :OsyuW- Buldina codes and StrKWO Product Approvel Applwlbn Dabs Popi di 1WHIMN o t CL �LL. _N = 1p O N tV N Q N aD d w CL as w 1 3 N 4) Oe = C ro N O.' _ 4m O d tJ O w N N V / N CU V/ U U Q CLO O C= .� CU U - r.l.� CV O �.e.� CV O C O Q O W ICUO O � U_ '� CU > M Na -0 E L .4­+ 0 Q ICU v ) Q �a Z Cam_^] v I C13 CIO Cs CL 0 Q C O N ..fir (, � m Q F-- 0 ICU w z J z J a March 6, 2023 SHEET NO. PA 1.21 ,e Simpson Strong -Tie 2020 FBC Approved Products Updated 12l3(12020 For direct Inks to all SST approvals listed below, CLICK HERE For additional Irdarmatlon regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK H e ®Simpson Strong -Tie 2420 FBC Approved Products Updruad,2rJazo2o For direct Inks to all SST approvals YSted below, CLICK HERE ®ERE. a For additional Information regarding Florlda's Statewide Product Approval System and ManU-Dade County Notice ofAcceptance (NOA), CLICK NERE. FL1111,2355-R7 Abu Product Modal. Num bar or Norma Product Description FL#10446-R6 MW Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter T tan stainless steel masonry screw 1 A21, A23, ASS, AX A35, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4. APVAS Outdoor Accents Angles 3 APB44, APB44R, APVB66, APBe6R, AP888, APB88R, APB1010. APB101OR, APVB44, Outdoor Accents Post Bases F11-99569-R6 APVB44R,APVB86.APVB88R,APVB88,APVB88R,APVB1010,APVB101OR 4 APDJT2-4, APDJT2R-4, APDJT2.6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2.6, Outdoor Accents Deck Joist Ties At x Product Model. Number or Name Product Description APVDMR8 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 2 SD9112. S09212, SDI0112, SDI0212 Strong -Drive SO Connector Screw 8 APL4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 3 SD9112SS, SDO212SS Strong -Don a SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R4 APLH210, APLH21OR Outdoor Accents Light Hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector SDCF221134, SDCF221334, SDCF271958, SDCF272356 9 CBT2Z. CBT4Z Concealed Beam Ties 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 7 SDS25112. SDS25134, SDS25200, SDS25212, S0625300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips SOS25500. SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 8 SDS2511258, SDS2520OSS, SDS25212SS, SDS25300SS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 142A, H2.5T, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie IS HH4, HH8 Header Hangers FLXI0007-RS 19 KBS1Z Knee -Brace Stabilizer 20 1_30, L.50, L70, L90 Angles JW Product Model, Numberor Name ProductDescriptin 21 LCE4 Post Cap 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 3 BP3/8-2, BP112, BPI/2-3, BP5/8-2, BP5/8-3, BP314, BP314-3, BPRTUD3-4 Bearng Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ26LZ, LSS128RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 4 CNW318, CNW112, CNW518, CNW3/4, CNW5/8-1/2, CNW3/4-&8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevwble Hanger 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Dee ice 26 LTP4, LTP5 Tie Plates CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 7 RTUD3, RTUD3B, RTUD4, RTUO40, RTUD5, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary pips 10 URS3 3.B" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC27, RTC44 Rgki Tie Connectors 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, OTC, HTC4 Truss Clips 13 URS6 3f4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL##10441-R6 §W Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10/22 Hold-down 3 H008, HHDQ11. HHDO14 Hold-down 4 HDU2, HOU4, HDU5, HOU8, HDU11, HOW Hob -down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8; LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 11 SrHD10, STHDI ORJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style hold-down -� • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approved; listed below, CLICK HERE For additional information regarding Fipdda's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (140A), jQa wvaa 21 LB series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 5310" to 15-1l8". 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3I1S to 13-1/8". 23 LEGS, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 /4" to 6- 7/8" and heights ranging from 9" to 33-112'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-117' 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" 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 1-9116" and heights ranging from 3-318" to 7-116' 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging 9-1/4'to 32". FL#10860-R5 Wild Product Model. Numberor Norma 1 ABA44,ABA44R,ABA46,ABA46R;ABA66:ABA66R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU54 ABU65, ABU66, ABU66R, ABU88, ABU88R, ABU1010, ABU7010R. ABU1212, ASU1212R 3 ABW44Z.. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, A04R, ACE4, AC8, ACBR, ACES 5 BC4, BC46, BC4R, BC6, BCSR. BCS, BCS2-2/4, BCS2-3l6 6 CB44, CB46, 0848, CB68, CB88 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ88-SDS2, CBSQ8&SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, EOOQ-SDS2.5 Series 10 CPT44Z, CPT68Z, CPT88Z 11 EPB44A, EPB44, EP846, EPB66 12 EPS4Z 13 LCB44, LCB86 14 LPC4Z,LPCSZ 15 MPB44Z, MPBBeZ, MPH88Z 16 PB44, PB44R, PM. PB66, PB66R I7 PB544A, PBS46, PBS66 18 PBV6, PBV10 19 PC44-16, PC46-18, PC48-18; PC64-16, PC56-18, EPC44-16: EPC46-15, EPC48-15, EPC84-16, EPC66-16 20 PC4Z. PC4RZ, PC OZ, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCBZ, EPC8RZ, EPC8Z, EPC8RZ 21 PPB44-4Z,PPB44-8Z 22 RPBZ FL#f OWS-R5 Ilit" Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH4", GH4&8, GH48-6, GH48-8, OH410-8, GH410-8, GH66-6, GHWS. GH68-6, GH68- 6, GH610-6, GH61" 4 GLB6A, 011.8513, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB70 5 GLBT512, GBLT812, GLST518. GBLT816, GLBT520, GSLT820 6 HGLBA,HGLBS,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFPIOSDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9-11T and W2 ranging from 3-518" to 7-1/2" Screwed column caps with W1 ranging from 3.1 /4" to 9.1/Z' and W2 ranging from 35/8" to 7.112" 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 Fiat Retrofit Foundation Plate Girder Hanger Glullm Bearing Plate Glulam Bearing Plata Heavy Glulom Bearing Plate Heavy Girder Tisdown UniversaIFoundation Plate Universal Retrofit Foundation Pits FL#H0447-R5 Sao #t Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSCSRSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25; HHRC5.3713.12, 14HRCM 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24,TC26.TC28 11 THA29, THA213, THA218, THA218.2; THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THA11.81f22, THAl2.06f22, THAI2.1122, THA1222, THA1322, THAW22, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30lzo2o For drect Inks to all SST approvals listed below, CLICK uooc For additional information regarding Florida's Statewide Product Approval System and Marry -Dade County Notice of Acceptance (NOA), CLICK tjERE. FL#10456-R5 gas 11 Product Model. Number or Name Product Description 1 ST, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16. CS18, C520, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressioNTension Strap 6 DSP, SSP, TSP Stud to Plate be 7 Hi, H10A, H2.5A, H3, H6, H7Z, HIS, H16S, H16.2, H1e-25 Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe. 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LghtTwist Strap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15. MSTA/8, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC8883 Preaent Straps 24 MSTI26, MST13e, MSTI48, MSTISO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwistStrap 26 NCA2x10-12, NCA202-12, NCA2k8-16, NCA200.16, NCA2x12-IS Bridging 27 RCW912, RCWB14 Wall Bracing 28 RPSI8, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SIPS Stud Plate Tie 31 SPH14, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Saud Shoe 33 ST9, ST12. ST18, Sr22, Sf292, ST2122, ST2115, ST2215, ST6215, ST8224, ST62W Straight Straps 34 TB20, T627, TB30, TB36, T842. T648, TB54, TB56, T860 Tension Bridging 35 TWBIO, TWBI2, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedowri 37 WB1OB, WB108C, W8126, WB128C, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CB142.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5,50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50.SDS, HHGU5.62-SDS, HHGU700-SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss C lip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I.Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Conners Valley Truss Clip 10 HU001.81/9SDS, HUC01.81/11-SDS, HUCQ210.2SOS, HUCQ210-3-SOS, HUCQ310- SDS, HU00410-SDS, HUC0412-SDS, HUCQ5.25/9-SDS, HUCW.2W11-SDS, HUCQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 121"=O For direct Inks to all SST approvals Isted below, CLICK HERE For additional inforrmtion regarding Florida's Statewide Product Approve! System and Mami-Dade County Notice of Acceptance (NOA), rh rr.K r+vac FL#114WR5 AgjE Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HR58, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 4 THG82, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3SOS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger FL#11473-RS JW Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H18-2, H16-23 Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA4C Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5. LGT4SDS3 GirderTiodovvn 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM30. MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-R5 silt" Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 H012, H019 Bolted Holdowns 3 H03B, HD5B, HD7B, HORS Bolted Holdowns 4 HTT4, HTTS, HTT5.3I4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL91362B-R5 Sea / Product Model. Number or Name Product Description 1 SBS8x24, SB7/8x24, S81 x30 SB Anchor Bolls 2 SSTB16, SST620, SSTB24, SST828, SSTB34, SSTB36, SSTBI6L, SST820L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 Sea # Product Model. Number or flame 1 CMST12, CMST14, CMSTCI6, CS14, CS16, C816, CS20, CS22 2 HRSB, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, MST148, MSTI60, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTWO, HTS30C 4 LSTA30, LSTA38, 1-911*I49, LSrl73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 8 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST6236 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MT830C 12 581.56, S/81.81, S32.06, S/82.37, S 32.56, SIB2.e8, &B3.12, S183.56, S163.62, S/84.06, 5I84.12, WB4.28, S64.75, S165.50 13 SBA2.1218, SBA2.12110, SMA2.12112. SBA2.12/14, SBA4.18/8, SBA4.18/10. SIBA4.18I12, SMA4.18/14 14 SfH1A 15 S/HD8S, SMD80, SMDIOS: S/H0106, SIHDI5S, SIH0158 16 StHDU4, SHDU6, S/HDU9, S/HDU1I 17 SQCT. S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Straps 43 mil (18 ga) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Mediu in Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers available in widths ranging from 1-9/18" to 3-9/18" and heights ranging from 9-1f8" to 23-151'16". Face -mount hangers Face -mount hangers available in widths ranging from 1.518' to 7- 3I8" and heights ranging from 55116" c, 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5.10' and heights ranging from 4-314" to 15-&4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Faoo-mount hangers Face -mount hangers available in widths ranging from 1-9118" t , 7- 1/2" and heights ranging from 2-718" to 19.114'. Concealed flange version (HUC) availablefor all models having width equal t1 or greater than 2.9/16". Face -mount hangers Updated 12l3ty2020 Simpson Strong -Tie 2020 FBC A P ® i� 9 Approved Products For direct Inks to all SST approvals bled below, CLICK HERE For additional infamation regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), cn hnr uW 18 SA.BV1.56, SLBV1.81, SLBV2.06, SLBV2.37, SILBV2.56, SILBV2.68, SILBY3.12, Top Flange Jost Hangers S/LBV3.56, S/LBV3.62, SILBV4.06, S1LBV4.12, SLBV4.28, SILBV4.75, SILBV5.50 19 S(LTT20, SIDTT2Z, S/HTT14, HITT4, HTT5 Holdowns 20 SIMST80, SUST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 §2L9 Product Modal. Number or Name 1 CCQMS82-SDSHDG, CCQM4.82-SOSHOG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, OCTQM4.82SOSG, OCTQM5.50-SDSG, CCCQM3.62SOSG; CCCQM4.82-SDSG, CCC.QM5.50SQSG 2 ECCLQM3.62GatT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLQM05.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HOUMS-00 4 LGUM26-2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM2103, LGUM2IO-4, LGUM48, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.5W.25, MBHA3.5619.25, MBHA3.56/11.25, MBHA3.56/11.88, MBHA3.56l14, M13HA3.56/16, MBHA3.56M8, MBHA5.50/7.25, MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50114, MBHA550f18, MBHA5.50fi8 6 MBHU3.5619.25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56116, MBHU3.56118, MBHU5.5019.25, MBHU5.50/11.25, MBHU5.50M1.88, MBHU5.50/14, MBHU5.50/16, MBHU5.50118 FL#H 3975-RB She _X Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW2250Q SDW22600, SDW22638, SDW22834 2 SDWC15450. SDWC158O0 3 SDWH19300DB, SDWH19400DB, SDWH19600D8, SDWH19800DB, SDWHIDIOOODB 4 SDWH274ODG; SOWH278OUG: SDWH278ODG, SDWH271000G, SDWH27120DG 5 SDWS16212, SDWS16300, SDWS10312, SDWS18400 6 SDWS19800, SDWS19712, SDWS22400,SDW522500.SDWS22512, SEYWS22800, SDWS22800, SDWS22900, SDM221000, SOWS221100, SDWS221200; SOWS221500 7 SDW82230ODB, SDWS22400DB, SDWS2250ODB, SOWS22800DB, SOWS22800D8, SDVVS221000DB 8 SDWS22312D80, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS, SDWS275008S, SDWS27600SS, SDWS278OOSS, SDWS271000SS, SDWS2712DOSS 10 SDWV13400 11 STN22 Product Description Masomy Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER-H EX H OG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong-DriveSOWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#t15363-R3 Product Model. Number or Name Product Description 1 AS 18. AS ISS5, AS 18SO 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Ge"ctuaited fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete CVP CW !.e - Simpson Strong -Tie 2020 FBC Approved Products Updat d 12rJa202o Y For direct Inks to all SST approvals Isted below, CLICK HERE Lp For addtknel Information regarding Florida's Statewide Product Approval System and Mara-ONde, County Notice of Acceptance (NOA), CLICK MERE. G W Q yam-+ C D 11 HUS, HUSC series hangers Foos -mount hangers available In widths ranging from 1.51 -W 3t it, v a�-� 9116" and heights ranging from 45116" to 11". Con Hang@- -o m x . u,_ version (HUSC) available for models having qual o or = ri N cc C= �- greater than 3-9116". 'y 12 IUS aeries hangers Face -mount hangers available in widths ranging 1- 3 Z 2 emir �9 Y W" and heights ranging from 9.114" to 16'. 3 = W 13 LGU3.25SDS, LGU3.63SDS, LGU5.25SDS Face -mount hangers - E CL- 14 LU24, LU26, LU28, LU210 Face -mount hangers co f Q 15 LUC28Z, LUC21 OZ Face -mount hangers C 3 3 to 16 LUS series hangars Face mount hangars available in widths ranging from 1- m ,d at 5/8" and heights ranging from 3" to 10-15116'. i c pro 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SIDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers > ?+ rn a-.o 18 MU series hangers Face -mount hangers available in widths ranging from 1-91161,to 5- 118" and heights ranging from 6-15116" to 19-112'. _ro o 19 MUS26, MUS28 Face -mount hangers li � i 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in Widths ranging from 1- w 9/16" to 39fi6" and heights ranging from 3-1118'to 13-314". Concealed flange version (SURC, SULC) available for at double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2-S8"to 11.1/4" FL#10667-fl6 §NJ Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" 0 7- 1M" and heights ranging from 7-118" to 30". 2 DGBF series hangers Top flange hangars available In widths ranging from 3-518" to 7- 118" and heights ranging from 9-11*'to 24", 3 DGF series hangers Top flange hangers available in widths ranging from 1-1rY'to 3- 518" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1.314" to 3- 5f8" and heights ranging from 9-114" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 7/B" and heights ranging from 11" to 32-1rZ'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11-114" to 37. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-78" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- I18" and heights ranging from 11"to 32'. 9 HS series hangers Top flange hangers available in widths ranging from 1-9/16 0 7- 1/2" and heights ranging from 8" to 301. 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-78" and heights ranging from 10-1 17to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1f7'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 I R'to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2b/16" 1p 3- 9/16" and heights ranging from 18" to 28". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8" to 3-911 Wand heights ranging from 5-3/8" to 13-118". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 1/2" and heights ranging from 3-7/18" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 118" and heights ranging from 5.3/8" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 112" and heights ranging from 5.3/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/1810 3- 518" and heights ranging from 9.118" to 16' 19 JS series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 53r8" to 7.14' 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights ranging from "IV'to 13-1/8" ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/MO For dract Inks to. all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marry -Dade County Notice of Acceptance (NOA), n iCK HERE, 6 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST62, ST824SS, STB2-8SS) Strong -Bahl Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HOSS, THD-CS, THD-CS8SS) Than HD Heavy Duty Screw Anchor for 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 (TH037634RC, THD50934RC) Then HO Threaded Rod Couperfor concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLM16230-RB Sea S Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) 7 Titan Turbo (rNT) FL#16937-R3 C&LA Product Model. NUM bar OrName 1 X34BI018SK;X1S1016,XiB1018.4KXQIS1018,XQ1B1016.4K 2 XLQ1I4T1224, XLQ114812244K 3 XM0114SI224, XMQ11481224-2K 4 X011481224, XQ11461224-2.5K X114S1224, XQ112S1224, X011281224-2K 5 XU34SI 01 6, XU34BI 01 6-5K FL11035320-110 &MI Product Model. Number or Name 1 OSSCB43.5, OWCB46, OSSCB48, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD348101e,FPHS034B1018-5K,FPHSD34S1214, FPHSD34B1214,FPHSD34812145K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.26, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SC845.5, S0647.5, SCS49.5, SCS411.5, MSC845.54 MSCS47 5 8 SCS32.5197, SCS62-5/97, SCS62-5M 18. SCS82-6/118 9 SOW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH7881414 13 XQ1S101S. XQ1B1018-4K, XQIS1214. X0181214-3.SK, X07861224, X078BI224-3K, X0114S1224, XQ1I4B1224-2.5K, XQ112S1224, XQ112B1224-2K, X3481016-5K, X1$101 0, X1810164K, X1 S1214, X1 B1214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP H igh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wed Anchor for masonry 9 9e Y 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. Titan Turbo Screw Anchor for concrete or masonry Product Description #10.18 Strong -Done X Metal Sag -Drilling, Tapping Straws with #3 Drill Point #12.24 Strong-Ddve XL Large -Head Metal Self -Drilling, Tapping Screws 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 Self -Drilling, Tapping Screws with #5 Drill Point 010.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Well Slide -Clip Connector Steel Joist Con tractors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 910-18, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws _--e N N � O cc O Q Ca I..L �a) Cn 0 CU (n O O O 0 C O LL -pC .� (AllCnC O CDI- O (1a s+..- �, Q H -0 .0 (J Q W J E Z U)ICU O CL O CL L U 0 W L) ICU M ^< O L ICU W Q W z z Q J March 6, 2023 SHEET NO. PA 1.3 MIAM BUAW-D"E COUN PRODU a CT CONTROL SEC'nON 11905 SW 26 Sreec Rua® 309 DEPARTMENTOF REGULATORY AND EC(N10hUC RESOU RCES MM) Mi=L Flo3ids 33175-2474 BOARDANDCODEADJAIMTRATIO?UDrVIISIOa T (796) 315-2590 F(2W315-25" :NNOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 TechnoloL- Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations VDveming the use of c onst:-uetionmaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used m Mtami Dade Gvuaty and attxer areas where allowed by tie Au lhonty Harwg Juur #ictim (AIM. This NOA shall not be valid afterthe expiration date statedbelow_ The Nfiami Dade County Product Control Section (En Nfiami Dade County) an&orthe AM (in areasomer thanMiami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to peifotm in the accepted manner, thernawfadnrer will incurthe expense of such te-sting andthe AHlmay inu nediseiyrevolce, mo dify, or suspend the use of such product or material within their jurisdiction. RER reserves the night to revolve this acceptance: if it is determined byMami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as describedheseinandhas been designed to comply with 1he Florida Building Code, including the 11q)i Velocity Huacane ,Zom DESCRIPTION: Series -S5M.770" Vini l Sliding Glass Doer (Reinforced} wtwo 900 & 1350 corners-L.M.L APPROVAL DOCUMENT- Drawing No. MD-5:470 a Rev B: tithed uvmyl sliding Glass Door-NOA (LM' 1 through 21 of 21, prepared by manufacturer. er. dated 1 tNt M 5 and last revised on 0210 V21, signed and sealed by A. Lynx Miller, P.E., bearing the Miami -Dade CountyProductControl Re3.ision stamp with the Notice of Acceptance number and expiration date by the Miami-Dadie County Product Control Section- _1RSSUX LMT.kCT RATING: Large and Small bfissileImpact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheet 1) for applicable SGD unit slits, design pressures, reinforcements t)pes- glass types, sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thm 16. 2. Rigid V►thite PVC, Tan (Non -white) Rigid PVC anidBrowu coated (Painted or laminaWd) white Rigid PVC to be labeled per refueenoed NOA's requirements. 3. Egress operable doors must complywith min clear width or height per FBC requirement as applicable. 4. Packet walls under separate approval, to be reviewed by Building official L ABELLNG: Each unit shall bear a permanent label with the mamsfarturWs name or logo. city. state and series and following statememt: "Miami -Dade County Product Controd Approved", noted here ir- RUo-EW AL of this NOA shall be considered after a renewal application has been filed and there has beenna change is the applicable building codenegatively affecting the perfcamance ofthis product_ TEILSIOATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the maieriah, use, and'or mamificture of the product or process. Misuse ofthis NOA as all endorsement of any product, for sales, advertising or any otherpugx ses shall automatic allytermiasie this NOA. Failure to complywi3h any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISE-MENT: The NOAnumber precededby the words Miami Dade County_ Florida. and follou-ed by the expirationdatemay bedisptayedinadvmrtisinglaeratuse. If anyportionof the NOAis displayed, then it shall be done in its entirety_ LNSPECTION: A copy of this entireNOA shallbeproviriedto the userby1he nxamifac tuaer or its distributors and shall be available for inspection at the job site at the nei quest of the Building Official. This NOA revises & renews NO A #20-0429.05 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 mentioned abow- The submitted documentation was reviewed by Ishaq L C6anda, PE. NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Dmte:3larck US, 2021 Pago 1 PGT Industrie% Inc. NOTICE OF ACCEPTA_NTCE: EVIDEN'CE SLTB?IIITTED 2. ENIdence Submitted under previous submittal A. DRA%9 NGS 1. Drawing No. MD-5570.0 Rev-B, titled "Vinyl Sliding Glass Door NOA (Lhi)" sheets 1 through 21 of 21, prepared by manufacturer. dated 10,, 05115 and last revised on 04,22120, signed and sealed by A. Lynn Miller, PE. B. TESTS 1. Test reports ow. 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static Air Presses Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Lange Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of all PGT Induces, Inc. representative units listed below and tested to qualify Dows.B 791 and Dowsii 993 silicones. prepared by Fenestration Testing Laboratory: Inc., Test Reports No.: FTL-7897, PGT P %15520 PVC Fixed Window (unit 6 in proposal), dated 09:10344 FTL-20-2107.1, PGT SGD780 Ahmuimim Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Ahmoinum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Ahimiaum Fated Window (unit 10 in proposal) dated 07/13/20. all signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comet ing with FBC 711 Edition (2020), dated OV2220, prepared by manufacturer; signed and seated by Anthony Lynn hdiller, P_E_ 2. Glazing complies with AST ME1300.04, -09, 42 and -16. D. QUALrff ASS1MkN, -CE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. MATERLAL CERTMCATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuruar America, :Inc. for their "?rosifolg Ultraclear, Clear, and Color PVB Glass Interlayers7. expiring on 07rI} 24_ 2. Notice of Acceptance No.17-080&02 issued to Ku gray America, Inc. for their "SentryGhtl (Clear and White) Glass Illterhyers ', expiring on 07104;23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Exmmons Limited for their "Blown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09i3024. 4. Notice ofAcceptance No.19-1106i.11 issued to Vision Extrusions Lied for their series `'1 E 1000 Tan 202 and 6ghtm- shades (. ion -White) Rigid Cellular PVC Exterior Extrusions forWindows and Doors". expiring on 120-91'2l. r 1 i s�7 j, %nR.,.it, IA&q L C%aada, P.E. Product Control Unit Superviser NOA No. 21-8205.03 ExpiratioaDate: April14,2026 Approval Date: illartk US, 2021 E -4 tv tv C _ > U C) PGT Industries, Inc. PGT Industries, Inc. O NOTICE OF ACCEPT A:NCE: E4�iENCE SILT MITTED PGT Industries, Inc. NOTICE OF ACCEPTA.NCE: EVIDENCE SUBMITTED 2 CL � �' O � CU 1. Evidence submitted under previous NOA p NOTICE OF ,ACCEPTANCE: EVIDENCE S11BWrTED J D. L a1LTt5' ASSLNCE Q a m -� V cf) CD -CU A. DRAli7NGS B. TESTS (continued) 1_ Miami Dade Department of Regulatory and Economic Resources (RER)_ Q e o N o UO .� 1 _ Man ufactu rier's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 d a p L - O �•• � (Submitted under. -WA 6.11-0107. 04) 2) Uniform Static Air Press= Test, per FBC. TAS 202-94 E. MATERLAL CERTMICATIONS d o r ar - C 0 � 2. Drawing No. �-3370.0, titles! "Vin-4 Sliding Glass Door NOA (I:M)', stets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance I�%. I_�-0328.1 ! issued to Vision Extrusion Limited for rhea (J.- �, � cU p Co 0 > through 21 of 21, prepared by manufaehxrer, dated 10105i15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 20194 --Wlkke Rigid PVC Exterior Extrusions for Viindow•s and Doors", dated 094 � � 0 04105l17, signed and sealed by A. Lynn Millet, P_E. 5) Cyclic Wind Pressniu' I.oadingper FBC, TAS 203-94 egg an 09t30119. .` N Q 6) Ft»ed Entry Tea, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrulmn Limited for their - %T ; o .� cclu) O 120 CL B. TESTS along with manned -up drawings and installation diagram of wTI sliding glass door, prepared 1000 Tan 202 and lighter Shades (Yon-N%Wn) Rigid PVC Exterior Extrusions for .C= U) Q 1 _ Test report on 1) Uniform Static Air Prue Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc.,, Test Report No_ FTL &�9. dated 11;M5, sued and W-m dows and Doors", dated 12,1108,16. expiring on 1129,2 L 2) Large 14ssile Impact Test per FBC. TAS 201-94 sealed by idallias Ortega, P. E. (rest report revised on 12/04/15 and 02A Id6) 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brawn 3) Cyclic Wind Prue Loading per FBC. TAS 203-94 6_ Test report on 1) Air Infirtration Test, per FBC. TAS 20294 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for along withmatked-up drawings and installation diagram ofvinyl sliding glass door. prepared 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 W-indows and Doors", dated 08,113/15. expiring on 0930119. by Fenestiatwn Testing Lab, Inc., Test Report No. FTL 9717, dated 1107115, signed and 3) Water Resistance Test, per FBC, TAS 20294. 4_ Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, sealed by Idahnis Ortega. P- E- (rest report revised on 02/15/16 and 02,24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TAN 3040 and Lighter Shades (Non-'R'hite) Rigid PVC Exterior 2. Test report on 1) Air Infiltration Test, per FBC, TAS 20294 5) Cyclic Wind Pressure I.oadmgper FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09115116- expiring on 02/44121. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice ofAcceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, 3) Water Resistawe Test, per FBC, TAS 202-94- by Fe ration Testing Lab. Inc., Test Report No. FTL 85.52- dated 12/(WI5, signed and Inc_ for their 'Bronze .and Lighter Shades of Cap Coated Rigid PYC Exterior 4) Large Fissile .Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E- (Test report revised on 0-9/15:2026) Extrusions for Windows and Doors" dated 09/1546, expiring on 041161210. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 7. Test report on 1) Umfomn Static Air Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No.1"712.03 issued to ENERGI Fenestration Solutions USA, 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "White Rigid PVC Exterior Extivsions for Windows and Doors- dated along w•ithinatked up drawings and installition diagram ofvinyl sliding glan door. prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 09/10/17, expiring on 02,28118. by Ftxx Testing Lab, Inc, Test Report No_ FTL g5T6, dated 11106,f15. signed and along with madeed-up drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports No(s). 10-002-792(A), 10-06-14I0527, 535753-09. per �1►STME-84. sealed by Idalmis Ortega, P- E. (rest rep4xt revised. on 01104+26 and 02�'11, 2016) by Fenestration Testing Lab, Inc.. Test Report No. FTL 6638 (samples A-1 tutu A-22). dated ASTND 1929 and ASTMD-635, mused by EXOVA to Vision Extrusion for cellulosic 3. Test rexrt on 1) Air Infiltration Test, per FBC. TAS 202-94 11119/10, signed and sealed by Jorge A_ Caulso, P- E. (Subm lied under INN-4 X6.11- composite material 2) Uniform Static .4ir Pressure Test: per FBC, TAS 202-94 0107. dd) (Subm#led under :1r0 41l N'o.11-01 d 7. 04) 3) Water Resistance Test_ per FBC, TAS 202-94 8 Test report on 1) Air infiltration Test, per FBC. TAS 202-94 8- Notice ofAcceptance No.14-0916.11 issued to Kutar-a_y America., Inc- for their 4) Large Missile Fact Test per FBC, TAS 20194 2) Uniform Static lair Pressure Test, per FBC, TAS 202-94 -Sentn Glas1(Clear and Alite) Interlayer". Wiring on 07?04/ 18. 5) Cyclic Wind P.tesswe Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Ku rmay America, Inc. for their 6) Forced Entry Test, per FBC, TAS 202-94 4) Large fissile Impact Test perFBC, TAS 201-94 -Trosifoll, Lntraciear, Clear and Color PVB Intel layeti-, expiring on 07108119. along with masked -up draw nip and installatm diagram of %qn)4 sliding glass door. prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 by Farst=icn Testing Lab, Inc., Test Report No- FTL 8_�I7, dated 12104115r signed and 6) Forced Fury Test, per FBC, TAS 202-94 F. STATES NTS sealed by Idalmis Ortega, P. E. (Test report revised on 02115116) along with marboed-up drawings and installation diagram of vinyl sliding glass door, prepared 1- Statement letter of conformance withFBC-5* Edition (2014) and FBC-66Edition 4_ Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No- FTL 6337 (samples A-1 thru A-5), dated (2017), issued by manufacturer: dated 08114117, signed & sealed by Lynn Miller, P.E- 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 1210640, signed and seabed by Jorge A- Caulso, P. E. (Submited under N0.4-Vo.11- 2- Statement letter ofno financial interest, dated 0411& 17. issued by manufacturer, signed mi 3) Water Resistance Test, per FBC, TAS 202-94 0107.09) & sealed by Lynn Miller: P-E. 4) Large hie Impact Test per FBC, TAS 201-94 3. Letter of lab compliance, pad of the above test reports. 5) Cyclic Wind Premm Loading per FBC_ TAS 203-94 C. C.ALCCTLATIONS 4. RER- Test Proposal No.17-0387, dated 05,105/17. signed by Ishaq Chanda. P.E- 6) Forced Entry Test, per FBC, TAS 202-94 i _ Anchor verification calculations and structural analysis. complying with FBC-2014, along with mzked-up drawings and installation diagram ofvinyl sliding gas door. prepared prepared by PGT dated 1210945an d last remised on 02�'15;`16r d and sealed by G. OTHER by Fenestration Testing Lab, Inc., Test Report Nut_ FTL 8548, dated 12104/15, signed and Author}' I -Miller, P.E. (Sttba►rirled umrdtr �'1'0.4 �'� a 151110. fi1). 1. Notice of Acceptance No.15-1210,01, issued to PGT Industries, for their Series sealed by Idalmis Ortega, P. E_ (Test report revised cm O1 rC34116 and 02111,116). 2. Glazing complies with ASTME-1300-09. 5570f2770" Vinyl Sliding Glass Door (Reinforced) - L.3I L", ex 'mg on 0411421. F � % lshaq L Chaada, P.E. Iskaq 1 Chands, P.E. j � +?. lshaq L Chanda, PX. # Product Control Unit Supervisor Product Control fait Supervisor Product Control trait Saperriser NOA \o. 21-0205.03 NOA No. 21-01.05.03 NOA No. 2I-0205.03 Expiration Date: April 14, 2026 Expiration Date. ,34pri114, 2026 Expiration Date- April 14, 2026 Approval Date: -March 15, 2011 Approval Date: Alarch 25, 2021 Approval Date: Alarch 15, 2021 E-1 E-2 E-3 (:'.GI Windows and Doors, Inc. PGT Industries, Inc. ?NOTICE OF ACCEPT.k CE: EVEI)ENCE SUBMTTED NOTICE OF ACCEPT.A.: CE: EVIDENCE SLB3dIITED E. 1ALATER1.4,L CERTIFICATIONS (continue) 3. New Eildence Submitted 5. Quanex Part Super Spacer. Standard cortplyirrg with ASIM C518 Tirnrrnzal Conductivity 0-881 BTU -in/ hr.-ffz F, ASIM F 1249 VAITR Pass; ASIM D3985 Oxygen -Pass; AS' M E A. DRAMIiGS 2190 I-G_ DurabilityNo Fog Pass. (Ubmined under prenleus .,VO4 A a.1 "409.05) 1. Drawing No.11ID-5570,0 Res- B. titled "Vinyl Slitting Glass Door NOA (L.M)" slicers I 6. QuaneSr Pad Dursseal complying with ASTM C518 lilemlal Conductivity 2." BTU -in' through 21 of 21, prepared by manufacturer. dated 10'05,115 and last revised on 0210121_ Cn hr W-`T, ASTM F 1249 WVTR Pass. ASIM D 1434 Argon Peres -Pass, ASIM E sigma and staled by A. Lynn Miller, P.E- Note: This revision consists replacement of same esistigg installation screw with flat head_ 2189 I.G. Durability -No Fog.: ASTM E 546 Dew Point Devekpinxemt 0"F in 48 his. (Sribma#red under A'OA.fir 15-0400 05). 7_ Vision Extrusions. Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS for Rigid Polyvinyl Chloride (PVC) Exterior Profiles fear Vision ExMmiom Ltd. -VEX- I by 1. None. AAMA Fenestsatitm Exterior Profile Certification Program. (Submtilled ,render 1V0.4 X& 1 S- 0409.05) C. CALCULATIONS S_ 'Visiom Ltd- PartsconipiyJ�ing with PVC-AAMA 303-13. I. None. �Eyxtr-sions (Subin filed under ] 0.4 No.1a-0109 05) � 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloe (PVC) Exterior D. QU ALI[ Y ASS1,M&NCE Profiles for Vision Extrusions, Ltd.--VEX-1 by AAMA Fenestration. Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- Certifieation Program_ 10. Notice of Acceptance No. 18-1217.I4 issued to Energi Fenestration Solution. USA, Inc. for E. DIATERLAL CERTIFICATIONS their 'Tan 3040 & light shade (non -white) X%Wtua Rigid PVC Exterior Extrusions for 1- Notice of Acceptance No.19-0305.02 issued toKararayAmerica, Inc. for their Windows and Doors", expiting on 02,(l4. 21. "Trosifo)1 Ultraclear, Clear, and Color PVB Glass Interiasers"- expiring on 07V8124- O 11. Notice of Acceptance No- 1"122.02 issued to Energi Fenestration Sohutioan, USA, Inc, for 2. Notice of Acceptance No-17-080&02 issued toKararay America, Inc. for their - their sues " Villiitee Rigid PVC Exterior Extrusions for M indows and Doors- ,expiring on"SentryG]ast, (Clear and thee) Glass Interlarers"- expiring on OV04123_ CL Q 0212823- 3_ Notice ofAarptance No.19-1106.10 issued to VisionExtrusions Limited for their `Brown O Q 1-1, Notice of Acceptance No. 2"203.03 issued to Energi Fenestration Sohttion, USA- Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Ea nnioms for Windows their `Bronze & hilt shade cap coated White Rigid PVC Exterior Eumsions for and Doors7. Wiring an 091300-4. �� V Windows and Doors"- expiring on 04116Q5. 4_ Notice ofAcceptance No_ 18-1106.11 issued to Vista Extrusions Limited for their series " VE 1000 Tan 202 and lighter shades (Non-R-WO) Rigid Cellular PVC Exterior F. STATEbfEnTS Extrusions for Windows and Doors-: expiring on 1211.921. � 1. Statement Idler of conformance to FBC 76 Edition (2020), dated 04,2.220- issued by L manufacturer, signed and sealed by Anthony Lynn Miller, PE. F. ST ATE_MEINTS 2. Statement letter of no financial interest and of independent, imued by mamifacturer, dated 1_ Statement letter of conformance to FBC 7a Edition (2020), dared 0101,21. issued by 04/18/20, signed and sealed by Anthony Lynx Miller, P.E. manufacturer. signed and sealed by Anthony I = Miller P.E. 3. Private Labeling Agreement document between PGT. dated 03.30/15 and signed by all 2_ Private Labeling Aft dated 03,0&21 between. PGT Industries, Inc. and CGI CU involved parties. Windows and Doors Inc.. signed by Dean Ni RuadiC P.E., V P. Engineering, on behalf of M both cxranpanies. G. OTHERS 1. This NOA revises NOA#17-0420.06(PVT w,'CGI) and updates to FBC2020 (76 Editiou} G. OTHERS ~ Wiring 040-1,21_ 1_ This NOA res•ises & renews N0.020-0429.05. (PL.Aw1CGI), expiring 04,14f26, 2- RER Test proposals #19-1155 dated 01A0.20 approved by IshagI. Chanda. PE. expiring 2. The current associated PLA CGI file ##31-0205,01, expiring 04,114,26. O s- 04114,21- w � isharq L Chanda, P.E. Ishaq L Cliands, P.E. Z J Product Control Quit Supervisor Product Control UnitSupmisor Z NOA No. 21-0205.03 N'OA No. 11-0205.03 Q Expiration Date: April14,2026 Expiration Dade: April14,2026 Approval Date: March L9,1021 Approval Deer: March IM .101.1 d SHEET NO. March 6, 2023 PA 1 .4- q MIAM>•L1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: 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. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I 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 January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 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. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. t cottw7Y ,%� NOA No. 20-0630.15 /7 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 0$l2o%2eZtt Pagel -6-0 N ._ _ to CU O U > O O O -0:.21 0& O tZ O Cast -Crete USA. LLC Cast -Crete USA, LLC Cast -Crete USA, LLC a. W Co 'a;7 a-�--� (D CD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE' EVIDENCE SUBMITTED m v cn O 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-020912 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Xcu O L O A. DRAWINGS A. DRAWINGS A. DRAWINGS _k m m x C O LL 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", shee o CD O ca ,,C) CD > prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled �+ � � w Q > "Cast -Crete 4 ", 6" & 12"Lintel Sa a Load Tables'; sheets I throe h 3 0 3, re ed b 1, prepared by Craig Parrino, P. E, dated Munch 24, 2D03 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12 ` 3 _0 O f g f p P� y LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, _Z .a — L O Craig Parrino, P.E., dated March 24, 2003, last revision ill dated Apri128, 2003 both throe h 3 0 3, prepared b Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed b Craig Parrino, P. an 08/19/14. a to O Q drawings signed and sealed by Craig Parrino, P. E. g f P P Y $ P P $n Y g .$ .4 Q revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on F-- U B. TESTS March 22, 2012. B. TESTS 1. Test report on flexural testing on 4 6" & 12"Precast Concrete Lintels Filled and 1. None. Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared B. TESTS by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. C. CALCULATIONS sealed by Christopher A. Hamorx, P.E. 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.20I through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C. CALCULATIONS 1. None. 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None. F. OTHER 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 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled B. TESTS "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS B. TESTS 1. None. C. 1. NorATIONS . W 1. None. C. CALCULATIONS 1None. D. QUALITY ASSURANCE . C. CALCULATIONS L By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. None. I. By Miami -Dade County Building Code Compliance O)ftce. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L None. Crete USA, Inc., dated 08/08/17, signed & sealed by Craig Parrino, P.E. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-1 E-2 E-3 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. L� 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 U) 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. co 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- Y 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of > Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q 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. =3 B. TESTS 0 1. None. C. CALCULATIONS < CD 1. None. D. QUALITY ASSURANCE U M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER L 1. Article of Conversion for a name change. O CU w L C?Re my A. Makar, P.E., M.S. , Heltny A. Makar, P.E., M.S. Z Q) 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: 08/2012020 Approval Date: 08/20/2020 E-4 E-5 0- March 6, 2023 SHEET NO. PA 1.5 A a Z����/T1 P_RODllCT BY,'1LUATION RBPO]tTl(0- 2Qns.Ot 2 fR0D [C EY ■ VA 3 — �TEco INc. PRODUCT WVAL :ATTON r XWgT x0. 30-8727.02 2 ilitnnircm h'"lipi,UATtOx a'WPOxT110. 20.0•f} .� TILLPT TE13TiN13 g ENGINEERING COMPANY _ _. _ _ 9 T1CQT 2_..__. �PDRTS: Large missile impact and fatigue load tests were performed under Protocols TAS B. MATERIAL CHARACTERISTIC$ ANQ$PECIFICATiONt3: Shall be strictly in accordance with General Notes and Components indicated on TiLLrf TESTING 6 e1t16iNeealNO tcNtaANr - __ _ 9 ? TEST REPORTS, -'-- - Large missile Impact load tests were performed under SSTO 12-99 standard as 5, INSTALL -�TION: Installation shall be performed strietty in accordance with details Ind !cat IT WAT TRR A. rRa IT,1R • F.F. wa "DR, �aD)• r.re.lm,...++la 201, 203 as per section 1628 of the Fbrida Building Code• Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing wpr rERp. rt[ in nt, re N)tea aD 44167 PRODUCT EVALUATION TD.R:F 1,ImAN1 44L67 per section 1809.1.2 of the Florida Building Code. Uniform static loads as par sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P. ), y A C A ti,. N•'. DODti, 19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shell be as Indicated on sheets 1, 7 and 21 of FLtA.LXAFO4P>1116719 Section1709.8.3, rASTME-330. Test per reports prepared by American Testing drawing Na 20-175. Minimum separation to glass shall be as indicate Testing, Inc., Reports # 96-569 dated 0810911996, #96-570 dated 0911811996. 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William sheets 3, 6, 13, 14, 15, 118 and 18 of 18, of Product Evaluation Docume h Ic PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mahner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.175. C a P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/18H998 and 0219-01-09, dated February 25, 2009, signed fined and seated by Edmundo INC 2128 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7._LIMITAT10N3 AND CONDITIONS OF USE: DATE: July 27, 2020 La aes ads P.E.# r9 p and Henry Hattem, P.E. Large missile impact and cyclic m REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largeespada, loadings per Protocols TAS 201 S 203 as per section 1609.1.2 of the Florida Building 4 MATERIAL CHARACTERISTICS AND SPECIFICATIONS: t c P.E. and Henryattem. P.E. (Y 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Code. Test Report prepared b American Testing Lab of South Florida, p p p y Report No. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E. E Shall be strictly in accordance with General Notes and Components Ind' n m e �' DATE: July 28, 2020 Tensile test report No. DCM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated On sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.1T6 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D. drawl` N 20-178. )' g o 3 3' PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tifteco, Inc, and signed and sealed by Wafter A. TYI$, Jr., P.E. PRODUCT NAME. 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, -2 m .., -_ m A- a v Anchors a pecifications shall be as Indicated on sheet 1 of 18, of Product PRODUCT PRODUCT SUB -CATEGORY: Storm Panels 2A�TRUCTURAL ENGINEERING CA( CULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as Cr Evaluation Document (P.E.D.), drawing No. 20-175. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined On section 1820.2 of the Fbrtda Building Code. per OC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed J- PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global PrTDtacUon Products, LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. a C3 MANUFACTURER: length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame stn2ct(tres. 4800 S.W. 51 Street Davie, Florida 33314 ?� STRUCTURAL ENGINEERING 7- LIMITATIONS AND CONDITIONS OF USE. ,ZI 4800 S.W. 51 Streat Devie, Piodda33314 dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. Galvanized On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.I I. Shall be strictly in compliance with General Notes No. 1, 6 thru 14, Indicated 1. PURPOSE OF EVALUATION: 3„ MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by wetter A. Tillit, Jr., P.E. (Fonda License 1. PURPOSE OF EVALUATION: wind load, as well maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by TiRaeo. Inc. and signed and sealed by Wager A. TillR, Jr., P.E. This is a Product Evaluation Report Issued by Walter A. T11111% Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiltaro, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by Walter A. Tillit, Jr„ P.E. (System section 1804 of the Florida Building Code. Calculations prepared by Tllteoo, Inc., dated 04 of the and rich Building (for this revision), signed and sealed by Wetter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1908) to the Global Pratactlon Products, LLC, Rule Chapter No..2. A. Tilllt, Jr., P.E.PE t be Installed Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES 7. 01G20-3, Method 1 D of the Florida Department of Business and 4M WIND LOADS 1t,�SI3TANCE: AaaAAAAA!TI("`1 � 61020-3, Method ID of the Florida Department of Business and defined section the FloridaBuilding Code, Professlonal Regulation 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind a♦;I ..•••.•.�/T a'�yti`t ' vCEN •q Professional Regulation. 3 MISSILE IMPACT RE313TgNOE; 7.3. Product shall only be Installed into poured concrete, concrete block, and This product is being issued an Evaluation Report as described herein, and has P p 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. - —_- — . 4* 187 s 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 Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-09 Standard and TAS 201. wood frame structures. Edition of the been verified for compliance in accordance the with the Is for Seventh purpose Florida Building Code, and to verify that fha product fa for the purpose Intended 20-176. Maximum Anchor Spacingshall be as indicated on sheets 8, 9, 10, 11, "e— A -3,1 ?,, '- STATE OF .*' Florida Building Code, and to verify that the product is for the purpose intended Product Evaluation Report prepared by Waiter A. Tltlft, Jr., P.E. (Florida License at least equivalentto that required by the Code. 14, 15, 17. 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20.170. 10RID at least equivalent to that required by the Code. 4. VIRND LOADS RESISTANCE: No. 44187), President of TIRem. Inc. (Florida CA-OD06119). % . •.:'.� This Product Evaluation R ort shall be sub Report subject to review and revision in case of Buckling Gods 5. INSTALLATION; W""'01S/ONAL ���` 11161iFlt)In1+11,a This Product Evaluation Report shell be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 24 Gage Galvanized Steal Storm Penal has been verified 20 sustain wind pressures, Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, 11nnN111 .,�a "wp A rl 1%%. a change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated onWATILL 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing be indicated 10,11, � Q1- I., - Ci?NSF '' 2. EVIDENCE SUBMITTED 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 D:%TILTECO ADMON RECORDS I P. E. REPORT-20 1 GLOBAL PROTECTION PRODUCTS, LLC A 20 GAGE GALVANIZED STORM PANLLI DRYVGR2QT76l REPORT 12oA728,01 2. EVIDENCE SUBMITTED: shall as on sheets 5, 9, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. ( ) g�7 ag ����,-� - r : -: F 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)* Drawing No. 20-176, # tied "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Waiter A. Indicated on sheets B. 14, 16, 25 and 26 Of 26. of Product Evaluation Document (P. E.D.), drawing No. 20-176, Z1, PRODUCT EVALUATION DOCUMENT EJD,}; �' Drawing No. 20-175, titled •24 GAGE GALVANIZED STEEL STORM PANEL', 24 Gage Galvanized Sfasi Stone Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �; i 'e � * •T_ wane `-- S Da TILTECO ADMON RECORDS (P. E. REPORT.201 GLQtAL PboT MFfN P L 9AGE Tlllit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part l lift Evaluation Report, +,a, ' 'f'FI+ ,,, aC 1N!T1 t"'Aw �'c ,..,...,C/pin sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealer! by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an iota �a1+ F Is Report. , A 'Tt�l/,P% Ni111rn1 A, ra p-, I aALvaN1�EDsrEELsroRM PANEL LlxiwE Rza+76+REPORTtT00727,�,,; 'O .��tyAy? i' S . . E. St a �'�`'nNNtnR+r"L `mA:.riil�j - . y�PI.• �iCENS,-- %Evaluation ' ��CENScc' 9 �♦AA JGENSF..✓/+ `''�,\CEN�Zo9 , �=.- -- ' No. 44167 : ter- ate `-_ !E7A'�t -44167 _ -PIS_ ,.` _- 1B7 `__ Y _ -- s a�b167 _ "' �""'�"t%*''1. *. *? ' , * '"E' /:,_,4*t, �t ;�k �12��'- yk tsit -- . - _ �1pP,IDP l *r�� FTA / S e' STATE OF . / STATED kar'- 4 y'IT, ig ' \�A c' OR ?. r°sass/ONAL�Nh`� %4.y,A. .1.'ORtO �,�♦ypr y yss�.,..,.• cytat�`t 6355 N.W. 3bth Street Suite 305, Miami, Florida 33Ib6-1'htme: (305) 871-]530 - P!)r; lit 3T1 "'IRIfuIII110aa �-� 6355 N,W. 36th Street, Suite 305, Miami. Florida 33166 - Phone: (305) 871-1 J'D/ FlptA(3I'%, -I531 krrp#N1AL„ ,l, II)H HHINA IIF)If11 t l i,HIN1A gaMB&-bli Ai•.:• B 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON TE EN EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MMN STRUCTURE 09" SUCH PANELS I STORY PANQ SHOWN ON MI5 PRODUCT EVALWTON DOCUMENT (PED.) HAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED IN B.I) AND IN 61). ACCORDANCE WITH THE 2020 (7A CDMON) OF ME FICIDA BULGING CODE (C) To CDST,NG MOOD ILKH S,'-�r,rv_• 55h)m' C - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED Br III W 8 ILOM HNC LOADS SFIALL BE DETERANED AS PER SECTION 16100E THE ABOVE AIETN CODE, _ I14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY 1100 CONSTRUCTION PRODUCTS FORWIND i0R A WIND SPEED AS REIOtr#tE0 aY NNE JURISDICTION WHERE MEN SHUTTERS wAl INSTALLED AND BE IN FOR FNMCOOTYIfi,• -ACTOR K4-0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE MANMNM (ASO) - 1 /1'A UUC SCREWS PER N.0.5. DESIGN PRESSURE RATINGS RICICATED ON SHEETS 7 tHRV 12. 14, 15, 15. T9 • 20, - 7/16'• . 5/6• WOOD BUSHING. AS DISTRIBUTED BY ALl PORT SCREW, BOLT 6 SPECUTY CO. ON ORDER TO VERIN THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETENTIONS) PER ASCE 7-16 C 1) MINIMUM THREADED PENETRATION INTO W000 Of TAPCON ANCHORS SHALL BE 1 1/7• AND 2• FOR ELCO PANDAIATE PLUS SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER tD AND PANELMAIE FEMALE TO COMPARE THE/ MAX (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, IA, 15, 16, t9 A 20 SE W C.2 M M F INTO ) MINWlV RF,DEO HALL ED '. .iKN 0 LAC SCREW O ME WOODOF IN ALLOMABLE nYCCO 4 PFJ4ETiAT1ON I4f0 51U[CO SNA4 BE CONSIDERED AS PART OF THE REQUIRED THREADED PDEIRATON RED O S ORDER R VERIFY THAT AS WL S TH5 11ED NA TESTED SWEREITCR NOT DYER STRESSED. A S KN DETERMINED 517NE55 FOR WIND LOWS WAS MGL USED IN TIER ANALYSIS TASTONERS SPACING TO WOOD HUT, BEEN RTERMINEO IN ACCORDANCE WITH HAS, 2018. C 3) MINIMUM EDGE INSTANCE O' LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING S700M PANEL'S AgOLVM FOR IMPACT AND WIND RESISTANCE OAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 OF C.4) WHWIM PETETRA'r10N O WOOD BUSHING SMNl RE 5/6' I/4' I-20 SCREWS USED SHALL M , ME ABOVE MENTIONED WM AS PER HURRICANECINGINEERINC AI TESTINGINC REPORTS 96-569. %-570 a 96-T30 AND 112' LONG MIWWM FENESTIATNIN TESTING LAB INC-, REPORTS 02032 • 02126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I• MINIMUM rOR WALLS WTI NO STUCCO A61NDARKAAI TEST LAB OF SOUTH FLORIDA REPORT I0219.01 -09, AS PER TAS pl, TAS 207 AND C5) Al CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR 0000 BOARDS BE FOUND ON THE EXISTING TA WELL STANDARDS TAS 70J STANOA/DS. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY NW TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANCHORAGE SHALL BE AS MENTIONED IN C 1) C 2) A C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3I05-HI4 ALLOY. (0) ANCHORS SHALL R INSTALLED FOLLOWING ALL OF WE RECOMMFMOAMRNS AND SPECWVQATIONS OF THE ANCHOWS MANWACrURCR 4 ALL STEEL SHEET RIVAL PANELS SHALL HAVE STRUCTURAL QUALM STEEL ASM A-653 GRADE SO MINIMUM. G-fA a PANELS MAY ALSO BE MST E, HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION ] MROUGH 10 (SNEER / GALVANIZED STEEL OESIOY'RON W/TY. 56.5 4i (AFTER ROLLED) THROUGH 6) EXCEPT THAT HEADERS 12 ON ® SHALL NOT BE USED S ALL SCREWS TO K STAINLESS SIM 304 ON JIG AST SEERS OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT SHALL RE THE RESPONSAMUrY OF ME WNTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS FD BE ONN SWIG N STRENGTH I Y W FLORIDA YIELD ENG AN0 90 4M 1FNSRL 57REfIGM A SAIL COME / LONOA BUILDING GOOF SECTION 24IT 3.L3' ATTACHED TO INSIRE PROPER ANCHORAGE THIS SH'JTiER SMALL d11r 1I ATTACHED TO CONCMIE BLACK OR WOOD FRAME GIILOIKA 5 BOLTS TO BE ASTM A-307 CALVANQED STEEL. OR ANSI 304 SERIES STAINLESS STEEL, WITH 36 W MINIMUM YIELD STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER e'-8 THROUGH 12'-4'. AS PER SECTIONS 6. S. 9 a 10 AMC ALTERNATIVES 6W, 9W W ANY ON SHEETS 5, 6 W 12 RESPELTNELY. SHII HAVE A LEGIBLE NO READILY VISIBLE WARNING INSTRUCTING OWNER OR T ANCHORS TO WALL STALL BE AS FOLLOWS- TENANt TO SECURE PANELS WITH APPUCASUL RETWORaWNT OURM PERIODS OF OURRICOM WARNING (A) 4,DL1MW, %i ED CONGAETF-- I I THE INSTALIAMM CONTPXION IS TO SEAL./CAULN ALL SHUTTER COMPONENT EDGES WHCH REMAIN IN CONTINUOUS CONTAV WITH - 1/4.0 TAPCON ANCHORS AS MANUF04TURED BY I T W BUILa3A. INC (Mn' C-3197.PIT,) THE BUILDING TO PREVENT WARD/RAN INTRUSION. - 1/4' A . 7/8' CALK-M ANCHORS, AS MAKWACTURED BY DEVALT INC (MIN. I•C.J000 P.4,) - 1/4'A N 3/4' SCUD -SET ANCHORS, AS NStRRRE UTFD BY ALL POINT SCREW, BOLT At SPECIALTY CO. 12 STORM PANEL INSTASATIHN SHALT COMPLY WITH SPECS INDICATED a THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS tMa. Fa-3000 FIT,,) PROVIDED By TIE JURISDICTION WHERE PERMIT IS APPLIED TO - /14-10 PANELAATE FEI/AU D W PANELYATE KVS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRONICT EVALUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER S GENERIC MO DOES NOT PNTADE INFORMATION (MIN. Fc-3350 OF-) FOR A SITE SPECIFY PROIECT, IA WHERE M SITE CONDITIONS DEVIATE FROM THE PE.O - 1/4'0 CF TAP -CRP ANCHORS, AS MANUFACTURED BY ,RV -FAST CORPORATION (t•c-3600 Ps.,.) (4) CONTRACTOR TO BE RESPONSIBLE FOR 'HE SELECTION. PURCHASE AND 06TAWTCH ■NCLUIONG LIFE SAFETY OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INFO POURED CONCRETE SHALL. BE 1 3/0' 2• FOR PANUMATE FERAL - BASED ON THIS PIA PROVIDED HE/SIE DOES NOT O(VAIT FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 0 AND PAMEAMTE PLUS AND I 1/4- FOR Cr TAP-ORP ANCHORS CONSTRUCTION SAFETY AT SITE S THE CONRRACTOR•S RESPoNsTee fY A2) CALK-N A, S0L10-SET, ANCHORS SHALL BE EMBEDDED 7/6- MO THE POINTED CONCRETE NO EMKOWNr INTO (X) THIS PRODUCT EVALUATION DOCUMENT WXL BE CONSIDERED INVALID IF MONFIErF- STUCCO SHALL BE PERMITTED. 1/N- 0-20 WPM USED SMALL BE 1 1/2- LOG MINMUM SHOULD STUCCO EXIST, RD I• MINIMA FOR WALLS WITH NO STUCCO. AM MAY 6F HEADED SCREWS OR ALL THREADED SCREM W/O (HEAD. (III SITE SYECTFIC WQAC15 SHALL RE PREPARED BY A FLORIDA FECISTIDED ENGINEER OR AiCHRE'CT WHICH WILL BECOME /HE BUT WITH WOG HFTS. ENGINEER O RECORD (E.OR.) FOR ME PRV,IECT AND WHO WILL BE RESPONSIBLE FOR NNE PROPER USE 09 THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGIEOE TO THE A3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD HOARDS BE FOUND ON IH P.E.O. ENGINEER, SHALL SUBMIT TO THIS LAITER THE SITE SPECK DRAWNCS FOR REVIEW EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOG STRUCTURE SUCH ENOUGH TO REACH THE MAIN STRTURE 904W SH PANELS ANCHORAGE SEWN RE AS MEN!OTKD IN A Il AND IN A.2). (A) INS PLO SHALL BEM ME DATE AND ORIGINAL SEX. AND SIGNATURE OF THE PROFESSIONAL ENGNEER Or RECORD THAT PREPARED IT (9) TO EXISTING CONCRETE &OSI TF__-_ILL AATM C--N t4 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - H/4• A TAPOON ANCHORS AS MANUFACTURED BY I T W BDILDEX, INC PANEL SHVRER IN ACCORDANCE WITH SECTION 17099.3 Or FUNIDA BUILDING. CODE ONE LABEL - I/4. 0 A 7/W CALK-N ANCHORS, AS MANUFACTURED BY DEWALT INC (MN. r'c-1500 p•A,) SHALL ME PLACED FOR EVERY OPENING LABEUNG TO COMPLY WITH SECTION r709.9.i O THE - 1/4•I 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, DOLT • SPECIALTY CO. FLORIDA BALDING COPE FX (ION. c two PAJ) - I11-,0 PANELMATE FEMALE Ill AND PANELWTE PLUS ANCHORS. AS MAA)FACTURm BY UXO CONSTRUCT" THUS DRAWING SHALL ONLYSDfE ABED IO PRODUCTS (ARM. ra.7071 P.0 IAON.IA (IBEAIN PERMIR MHE TLTE o< RORDA "Ea - ,/4' W CIF TAP-GRP ANCHORS. AS MMUFACTURFO BY TRU-FAST CORPORATION A 1 P 61) MINIMUM EMBEDMENT Of TAPCON ANCHORS, ELCO PANEUMATES AND Cf TAP-C" ANCHOR. MID ME JC FLORIDA BUILDING CODE HI h VelocityHIAT, One Zon9 BLOCK UNIT SALT K 1 1/4- : AWKI RRCQ AIC • 20 GAGE GALVANIZED STEEL STORY PANEL `* awaR e 8.2) CALK -IN tr SAID -SET AWAOFTSITT SHIN!/ BE THE CONCRETE 4 167 7/S LINK NO ETJB*LC/{I ONO, INTO STUCCO SH4ALl BE PERMITTED '/1' •-20 SCREWS USED SHALL BE t 1/2" LONG YOMUN SHOAL STtiCC :` GLOBAL PWMCTION PRODUCTSA U.C.D� 20 SCRID D S LONG EXW. AM) I' MINAWNA FOR WALLS WITH NO SNCrO. S . / TIM ''5.D•• STA OF --_ - L IL ECOIN[ \ -&. 51 sTWn 5 ''• r[OR D► - EAt�LP ,W u - WA—MMw v� noc Ru.WI�F6a rA�X1•l9a•>,EI In, 20-176 N. / - aA A-_.o TWO .1 I., FXIERNF Nm 'i�LV/DNA E W .ALAI AI�WI�R,I,.. PE "s,m'F_1a r' A. IMMftow. •Q, 1 an COMPONENTS FOR REGULAR A LIFE SAFETY (SCALE 1/2=i' STORM PANELS -15.196• (TOTAL 111101H) -. _-.__- -_- . _-. _ .. 15.,96- (TOTAL WEFW)_ __.. - ­ __ - ... _ I - I I/... _....._.- .-_.__.. -_. ..-_.-6.250. _- -. I 1. _. /-- 7.350•--I I .- 1. 'V300• ':'Ark ♦ r _.1 350 -- ,♦ 0.036• MN). TNCt � y..500' -1.350' A, O r,,,, f - -- Vd.AAWNMgp STTEa ASM A-a6J I-eWA06 50 /•, 1 2.esrDow Cm7t ileNC� s i � /' ! % , '` x:esr G-60 CALV. N>Eo f- / �) 21D0- .�/YP \ASTM A-653 G ADE SO VA41" j-2.000•2)_.y. DETAL A i�I HEMMEDTVP - OETAL a.: G-EO YJHLv. -EDGE .6.0 I ` UL A 46.5_ ...____ _______ _ -__ .._--625V ---- - _ _ _ . _ 111 - - -._ ---- _1' .A• 0) STORM PANEL © END STORY PANEL --2197'.......- // , ` 3P i r.250 2.1e7- q AViELS BIND LIF, 1,250' _ T00• � 1 125'-..750-.-._%4. SE ES tJIM SAL Ell .f26- W/ MNEME,H+R EDGE. ./ i .100• R. a I I.125• : SS aw RATTED S.S. sTIA RN[TED - .750'•- f'y' / " ,tlr_ _) ( ! to ANGLE • to MOLE W ' I /` ` / - - R"/w°ai ' ( 1 u t/a• as 12 t/Y ac JJ 7' // :a0e' too oaY �/ 3.375• .Der .09s• I-'125• 2.000• 1.51W -- '1.500• r SEE, /-H0EY2W3E0•q x.r75' R'1 t}'H�) 1.7751__.1 / ' -.-RQ 375,270 i r . 1a5' 1 �9- `' M IAu R -,30•� _ - S' VITA✓.. •--1.500'"- ,.500' i ISOMETRIC VIEW DETAIL L' 1 _ 2 o0D as _ L--2.00D- . -. ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED EDGE. 1R RO "IT" HEADER 0 "U" HEADER OAna�a ANGLE WITH STUD ® Si1G� WH (N.T.S) ® REVERSE STUD I l VAMM , SEE GET. ,/I- 6 2/1. .374' F'..- I _... I,144'- _ _ T ]'IPP NEL EDGE 166-+,. ,.. 096• .374 1. 5' -.. H _ __.. _M.390' t -DF t .168E r i .S1O' _!�25' 1/11-20.101 SEERS 1.107.1 06]' J75• as1 ,1 { _ _ - ! _ 1 F I +_ t '' SS siW 18d7FD TO _ .2_70 .656- W. i AgIE . t2 t/Y O.C. .6_2_Y 1 (I 1.971• i - _ i - N - 4 ( 1_- t-- •- 8__ 061'1.341- P.tMi. 1.671'♦ tom•.�[,rA,TIME NR-.. _' -A63• 44T. tots' l50''Ei'^'R, AlOVER,u -ABM- t i._. t_ - t ' j O80• 1__ 7.000• (�S KEY HOLE WASHER -.063• © "F TRACK. ANGLE ® 2/SW Wt'" TRACK ® FLAT PLATED 0.036• (MI .)) �' -�•I WITH STUD GALVANIZED;L \\Jt rp��?,%: -,M. IS• LONG _.....1 8—, 1 /' . '4�sis*0 3'I.e75'4 ( -(\ ANSF '?9 ( _ 1 1. I3i ' .6ZSY - .' No. 44167 : * ' 120. A ZAA - _ i i - * j * FLORIDA BUILDING CODE HI h VNa �• - 1e7s• �u`TEE WFNG�NIn lDCE a PANEL ATOP. 1.TE AaeN ttDeeo. INC 20 GAGE GALVANIZED STEEL STORM -� . ® KEY HOLE OMc�.. ,t0 Wes.. f AT PAN EL s �... - -- -� I L E C O Eac. GLOBAL PROTECTION PRODUCT: ® 2 /L/ WXl f4 A/DNATMELY. USE WWI Hn W/an .,02{� At �IY1WEu �NPJ C MONOLITHIC WASHER W/ ADMIOML • IfAYe n 09,t u a a r a W WrF rya n s.W A+WI[: pf1>•I-76a0. FAc (66.MH-n • 7/r4A3/3Y ■IS HOt tStAMM / '•� - oWl AH-,AW . I : go An-"W s . OWN w. NO W� PL lALVSIDAAtUR/WtE d-0ma71a Sim TR MCI= PLAYED STMT «ALTER A TAU 1., VL 1/4. 2/4, 3/4, 4/4, 5/5, 7/5. 1w/10. 2W/10, 3W/10. 4W/10, 5w/10, 6w/11 a 7W/11 6/5 Y MAX ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 • 9.... MMt- _ _._ ...._ _ . _ _.___T3' 'M I• MIN FOR _ FOR WOOD SEE SECTIONS ON SHEETS 10 W 11 1• MIN. 0 0 1 o 6 F - _71 �- -: � -r -f- i ' I I ' I I i I I 1 1 : I I i 1 i I I EO —� 1 1 1i 1 i- ii 1 I f_ I I 1 4*7 11 I 4} I 4 I 1 f I I p! I I---- i j 1 1 i I I i`•'I i BOLTED 'PANELS W/ 1%N-20n1- ! I UNBOLiW PANELSI i j { i S.S. M.S. BOLT W/ 7/6' . 3/31' }+ I f(SEE SECTIONS, AS I I I I ? WINGNUTS O G OVERLAP MPL/CABLE) �I I i I i 1 (SEE SECTIONS AS APPLICABLE) , -T - I T I - 7 I -i - i : ( i 111I II '�, ! j l I I I I D.M.,®•®.04 .+� - - o - -t' f-- -- i +0 1 -� p - i- "I i _ ®+©'O-®' ©a, -?. MAX - 1/4, 2/4, 3/4, 4/4, 5/5. 7/5. 3'1. MAI - i W/10. 2W/10. 3w/10. 4W/ 10, 6/5 SW/10. ew/11 a 7w/11 ANCHORS. FOR CONCRETE SEE SCNFDUILE ON SNEEUS a At 9,. ... --._. _ - -_ .. FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 - - M 247' 1/4• M.. CAP (LWa NOW --I WtW AAILEY) FLORIDA BUILDING CODE 4--9 N a) L U I- a)a L_ '0 O o = Clio­0a- 0 •CM V ^1 Cn ' 1-1C� U (Cf -0 Cn m N C -2�= _0 a) !- C 0 LL _O >O Q . Cn n C�C C 4-' !� L. 1E Cn � O -.-, Q 2 Z Z W J INSTALLATION DETAILS FOR REGULAR PANELSQ) & r,1A END DETALS FOR INSEALIATKIN IN POIAlED OONCFErL INSTALLATION DETAILS FOR REGULAR PANELS(_V A IIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COMXM II= OR WOW INSTALLATION DETAILS FOR REGULAR PANELS{j do (1A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES GONCE,E AIAuloRs n Aura v � :, 1I/ION ��W'y>�:/y� VAUD FOR iA LLAR. LIFE SAFM MO E 2 WING STORM EM L/pS,YSiEll1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES HXIMd1ET[ rANo46 �' (OWUSHEETS e rNRONpIGN ■) `` e¢ mWDLAE OR OHM 6 • 9) MME saEaAE ON ,. W19'� - i' O.G - ' - �` l� _ - _-- - --. _. ANCHORS: 9 - - SKITS a THROUGH 9) I•.T I CONCRETE roman WOOD SEE SECTIONS ON SHEET 122 \ :�` - I I ;/2• W.o - -- 'a. �) . --D coNCREtE K CeM:RE'NE W. wmuom REQUIRED ETE BLOCK ? MR o+otAP .6 WOE WLLEVj 3• NXRORtE AIfAMW Wi¢Is eYHwD1Nat�a) _..__. ED. - -- tONaw1[MYag115 ,lREQUIRED (54 frA,mfAf OW--� I9Eo SCHEDULE ON ,'. _(.J CONCRETE NEOLIINED � - 4 ' _ 1Otl�N.° i�i`mW'WNH•(. r �� I _ _ �R9GED NLE ON --�O1tAC1E AM<"tM3 HORS C°"tXE1[ A"O'°16 _ ( i. 9. N BVC' +A'B WHLTS a nATMAaN a) CONCOO POURED 11 1 SKLTf a TIWNp1 ■) - c.,L t •.- .• u 4,iUS I .�'_MII&..._ (!2 s+S. ON -rw 9 NEWLE ON _ C IE ��_^ COEICIETE RE0U1■Hb. , T �: - 7 Hi OMW,IFG FOUIWD 1 i .1 O SHIfiT a) SHEET 9) _ _ _ -1•_+ I - \\, - Yi' - .y/N� ' ♦ �- D.Y. - ti \ •/2' 1j ._� ._'e \... / ,{� /N 7 •'>� NZ. -Ts (E-, ins• Pe aa1W� F j •3� ,M. WRI,IR 1-1�)-s � 1 1 , \, I 1 I !. t i (1) (1) J , .1H- 1 /Y 1• CONCREr . � I E D '`` W •°sr"BFL W° 1. I ED. i Q iP'tt.P.,' I L t .i i I '-� FaNEI ED. i , i i o E.O.- -® 1.- -« ED , --- - ---s i t`� ._� T Wna -� I E-Z- \ I,i i' -i s6aE C//,�j 11EWMIED 1 2 n I 1 --� CONCRETE I1E D:11, �- "ill® i `t i EXW4WC POLIRQI i i FrIW.,rw,: - rr W,.av r ( I �/ aNW 1 i ant C ) I 1 CONCRETE W 1 1 -, ;A� 1 -- D. E D I E- a N >..._:'. P1B-ir A,Wc �( E. _ _._- .._-- 1 MAX 1.�, I `' Y I IMF R11N • ♦ .-' I 1 t CONCRETE BLOCK 1 i t r - ,3 1Y �Y _ _ _ _ _ __ -_ -- _. _ $ I I tI••�-7p // a t r 1 R I n, T04DAE I $ .,... ,,. I ,DISD,rt snD • a -. 1 rELWN,>t m• ; I $ REQUIIED. 1 + -.t L..L ,r -•_W- J ,.:: ; 1,/ -i -- - •;^- ' /W.� fu K.IgA ' 9N 11LLT ■ , I ! /Y 0L .,.,.. II. -.- ; 1 , L - ' _ - I (. e12oa"A. M won.u. : R , :�.ii: : i+) ' /e I0.[S . i - i $ I.m- .- 1 1 1 f� 'Wj An art, SPAk N 'yJ rW'WIW 4uss 1 ,.. t- .. ,�A, <. IAA m Iw m fN,i , �� b.EW.A. I I !f, f 1 Ie '..� n 'Ira w,wrlml 1 1 $ �� W W'"1t 1 `•% fl ee 1A'N4,Y[ I a wEa , O ) ,F�,�U•1t t ..L-. CASE A/1PtAN� Cf1-4� AAmn ' 1. 1' :biywT°iretuY ii b • _ r 1 1 A. FowWWW I w snMWp m 6` 7 . AAA A ouA I I , I :411_TO,' Ms 1 1 f`JSe R (PLAN) 1. +rxWAa I 1- o Nw W I 1.RN 1 11 , J _ 1 OdWR. J 1 �i I Fa al.1a � '•J I 1 m WAa W f- ' I T I 1 In/ �y �} 1A 1 R ' - : _. i - i LA W�"'aa'--'Uj I Ln o4 I St 1 1 A. i7( at' 'g '1 I BI _F I!Y SCALE J/16. t' I as Wm W F- i WCT q ' WaAu �M , • I . I _ _ iWWOWR or 'CaR F O ' ' '" I ' i I t IiIw/ro - I vctW,l'0i P«v ., i >A sarlmlA[ i i 1rA Hi:Y r , sr r y; " I I / $ 1 / z 1'p i ' i 5011 LA,A 1 T 1 'p N'NL 11 4'1-M,- I1 4,1-7br o I Y-Sa.1' ig .L. �,y I I O }r I I ; 1 6 I I 1 >A W54®AE I I - ,DINS, R"�Wn6A1W/ i I � �V,WvK(I�,f as 1I I'/seye0lTS R/ y I's aRTS ■/ '7 � y�j ,s/s0'WLE W/ . $ I ' I i ELMI DAL (/I�) 1 1 F I I J I � I 1 I ,� A aHT I i �1 I ro W� ' n 'a-4 (,JWO I 1WIW Nlrt GCI I � �M q KUI. fAON - --I .O ja MII]•�WCK IS t � I � � � � CL .•-.:, ter.. I 'J' 1 1 iY' _ _ O,•A I 7�W�E/y' ` , POW H•. RWIMMbI l �' OVOVP. OIVAA M640. .., , >,, I 1 I ;. I ENO MY `'. I • . W sA06 I t 1 ' ,wAw ,. I4ePSR I r 11 f, 1 777 I I I 1 I._. 4LFW19*WIti : ` ; GRIN MID• _ I r/6y�7�>D' 1 1 0 1 s�` I r.r //^` ,K Fw� I. _ __ I L._ __-__.. _ _ r,., I -- - _ _ I I' ,I.. I I 1 LAEIHY 910 • :. j 1 12 1/r 6C :. rw I - N.D Nh • _ I 1 ,TWD f 1 g R� ,�/` ( �� 1 _ _ .. H! E _ E EX+sTNe POURED F.0. I , �- I t +n' ne 3 E D ! I `' EXHSIMG PO1 ,i°ir9�9cI s: - I i ' 011'79 ' 3 WW7•a nNR �" _ I ;K I L 1 y I , WEMM BLOCK Wei Mn W ! i 4.L i r CONCrtiE 1 t - I e1 1 F' ,H' ��� I L: I 1 D'i _. _. 1 COM%7E CrR _ 1 r i_/ H30N 1TD • ) CONCRETE BLACK - _. - - I 1 p __ _ A!, 1A+eVli RIRtB ]- WA. RLOUIRFD '• I 17 1/Y OG r I 1 WNCRIETC BLDLYI 1 1 Ira w - w.A eWlta I WT,i� 1 50R 11 N , REQUIRED. . ` REQUIRED. cownwo POURED E D 1 I no Y• GAa -1 Sp; ®a 0 I-�-ppuAW VTI 501E r NI.. - - D.Y.. l.,Wm t• MN, _;' ( -: :�\ , EH• i2• t t 1 ja• CONdCIE I -- t AWNt�r•'• OF i• «All---1 MAN 1, 1• YTn. {--�, yy i •ti - t' Yx1� c9rNOErE MArw 1 ED 0.4 CASE C (P,l� MAX F - _ - -- ANCHORS FOR tXlNpliE SEE SCHEDULE ON SHEET e_ _ _ - _ _ -- -- 1 _ 1 COSTING PDIIxcD Y 4, .'_,• NIP. „� �. I ExsieG TOUR® i SEAtE s/1e.1• CASED (PL.ANi {� roe wood SEE SECTIONS ON SHEET i2 ;; y; 1 1_. _. - _.... CONCRETE ''" .. _ _. - ty REQUIRED -+]/+ ,. aR R.W --. -' •TA -FP %` I CONCRETE OR - _ - G.ME ]/lei=,• 7 tAx aainWFl) -, 4 7 MR �D'" 1 ,t•� IWr7ia I CONCRETE BLOCK -I 1. .a E rnRo' EP ED{jJLAR STORM PANELS (-L_Q ELEVATION ODMCIWTE ANCHORS �\ OM COICRtE,ANDINIS ^�0 '•'.. GdiRTc ANCllall ♦.:: >J srs iu• COINCRD[AIATOIe, „G, r,j y• %, 1 REQUIRED I t/2' ,.-r M I'o. - WOWr FI+OKN. WRnR nIrn P - E SCJILE ]/32 •.� 570= 0 W/ VUo M.. a (W ScHux" oN (SR SC EDUX OR r nL 'R' • n IaaWym� A sue,.. FRD�T (9E 90fmlll[ On t OW. s«S I ei ) ` -- - ,R,{ • FpW WWI Fi,FWW ;,WMiewnMNMF • It 1 (1) -.. ,IY anCW (SEE NCH MUTA ON AEEIS • TIIIIOUDI I) •Hots a iNvouGH, 0) WI¢iS a T1Wp,gH» aMX-IN OR IW161NXI[ - . -.. .. F J/4- ��®•o . aA!!WI��w�� :w pe WiWISO K11 WNFE74 a TI,WNHrM a) \ HTAMLE i 1W ANBIMTE CONCRETE ANCHOR O •-1' Nw- ,PAINW�iYYWD 1f"ATiM�'E•- -46W 1 i.% ,/E' o.G 1 r I � I/s• NAX. oIv O N'LU6 oR a iM-GBP ('+aE uIEmAE TRIM 4 - - - - - F, r ,� t---... r , �T ._Soo• I �_- 2.6Y ^ >,. ,, _ 1..1... I 53L'IaWbRB ON SHEETS a NRWW 9) - •. I ' (4,11111A„. _ ' 11/4' f,: 1 I N'h2ON]/a• ss. ear : I_ _ 1 VAIN OIERAP I NrOLE MK2EY'J 9FNE. 3/6-1 5(A+F 3/B-I' SCALE 3/Iht' SDALE ]/e-1'AND.,AX CIO \ _ �:. Ai1A M°rt II/ 7/6•.3/32' WING NL'T ... ___ _ _ _. _ _ ®a_ SECTION I f.. J)� f� L1� ��IL .... ....-.... --IHA. ■~ L loK 'Of \ /(DOMED W 12 1/2• D.C. CORER AMONG" ....... . SCALE 3/8-1- SN;ALE 3/MPa6.. • `� ,XpWIW _ . ... .. __ _I.__- _ _.... -- __ [�E ,, r0XIE DWANOE j'�� � .ia dK-RIAN"ooI'NNION- W CONCREAHOUDpNOpE1E ANGDIK STAQNAFDDID SCHE ANCHORS EDULE ON (1NEE1 s Z ON Ile MMIt�P fA� j S E.D. - EDGE DISTANCE PD ENwNG W NOW r• WOW . AA�ES . //e- ED. -SEE SCHEDULE ON -.0,-0 I.�� .. S.W q WSED,RE a slHr 6> mFGRETE w SfCT10N A -A �vfD.: mI SIX W MtXW ; O S E Els SCHEDULE 6)Od _.. _ - - _�O BAND THICK KUM. TUBE PA 1' 4 ) ( , Sethi (PLANT .- COMOW,E BNLCN OR --.� ■OCK REQUIRED scALE ]/]2'.I NM sIWITOcram 9 I ( , F304TRN0 s,ucc0/ P T wnoo PATE 1PFCER .( �/7�J SNEER 6 e 9 sFAILE ] th t' DXOREIE oR Mlk 1. I a 1 • NEW ALUM,1• WOE . WARES . I/TUBE Olt I' . VARES e' �' �11W NDTE FDR COMBMMTTdN DF SECTbA6: RCUMM 1 . I e1tNo • NOTE FOR CdE9NAtmN Oi AT('Ty■IL<: I , PP I W BETHROID TRAM PL PLATE SPACER I TOP k BOTTOM MOUNTINGS GW BE,R WALL MO M 40"L W Ni 1 COMBINED IN ANY WAY TO SWT ANY CASE E pm) TOP 6 BOTTOM MOUNTINGS CAN BE 170NCIW7< AINOIO■5 SCALE J/16-t' SCALE ]/6.t' SGM.E J/M,• �tl'E = w I 1 a /i' nc W •' I TSR SCHEDULE ON -1 I INSTALLATION. I - i ~ DER �!Ilf�\�� COMBINED INSTALLATION. ANY WAY TO SUIT ANY THE S a DULE O R 9) JI I C.M, ,AMP v NT A. T 4 A.71 l✓ ,-, 10 _r-+.-. ¢att'1�: •' ••CE�1 + I c ER IC l ... CC/ DUSTING POURED � ,. $ FLORIDA BUILDING CODE M h YNo01 MMMeam ton■ _ow"Dc ra.T., � €D r�: MIL srm .eiTM 6 E'. �`:' li • � FLORIDA BUILDING CODE HI h Velocity Hurrleorn Zon9 y�; UCEN,s .'9 FLORIDA BUfID(NC CODE (R h Y91od His cone Zorar � Q -'3/A• ' . - NOOL! 1 1 2• A9n CONCRETE BLOCK " WW4' '6WAT'�"'M 0 •s ae WLTM MC rP .am INURE. AC rl CONCRETE _ .Ep - t *.- aalom nTEca tnF. 20 CAGE GALVANIZED STEEL STORM PANEL rs. Y I • 13 31 M. REQUIRED. - ,xor3 MI16,NT. 2D GAGE GALVANIZED STEEL STORY P1UKL ? ' COMMIT ANCHORS L * , * oRW eN /•ft srAHOALc \. 6 _ _ *4167� - E.D.-EDGE o�rANce 'R°h T°N C°'®uWLnDN of sECTgNs: § * • No 4* 167 so GAGE wLVANGEo sTTa sroRY PANEL �� TIOU _ SECTION X_X Tt ; a C - Z sHTT, a TMo" 9)' '• rIT>: - - °F/av9me SCALE ] s-1• �F i OCEILING ANA IFLOOR MOUNTINGN;.. _ GLOBAL PROTECTION PRODUCTS U.C.TMTC GRID 5 IL E G O ERe. • 6,Te / S TE 0�- g - PROTECTKIN PRODUCTS, LLC. (SEE SCHEDULE ON Top a BOTTOM MOUNTINGS CAN at IL E C O EMe. ) S o " IL E C O ENe. BAL PROTECTION PRODUCTS. UC. oME Z Neio e31. 51 1RRRT F _ NaA aW at tTREl1 ? ):• . _.._._ NW . S1 stAE[t SHEET 9 COMBINED W ANY WAY TO SUIT ANY ..AA « 1► 7W, VI,MA AAWSA R A,W MIOIIE (A64)♦I-7sH11 3" (95N)eM-Vn Q' sS/ - ANr "We' a SI31. 20-176 O'F'' * 1A WIN, a WWn W AIM W oE: LFM)w i6a. W. 20-176 INSTALLATION. O'•. 20-176 ���4qq NAL E -�ZS� •= rw a r s w« M w L n a M Mloxc Da.)rI-TSFa .Ac Ba)wa Ito FS , RiO • �,W"m'.,� e f R1Dp :L • r ante rE aaHl. 6cME 3/Mt- A I +- a"W a aanit " "_IM, �� �- arAo Ra: S/ AL o'W a-000sr ► «• a�Frc NA. IsAaASs/ .. In-oaoa7le e. .r. N. .. aureD N. ME A PRO D,-14D c / INr. Dint/ 01-N1 .. 99U rn_Wn L E YIIL A TO/, ., PC WN,f-W - r WQi N 9 L h 19N1ER A A.Lf J,. Pi "_m � sIQT s R 79 NrI1F EN u"n ■IL+G A WUI A..r P� wW[l • p 26 J 7 _ _ _ _ _ _ _ _ _ 1 SHEET NO. SH 1.0I ON R '. l e- ; Mw .• oL , _I wmi°NIaWOF,MCla•6JA j 1 1 1 1 1 1 T� 1 1 i �fyALL AND FLOOR MOUNTING INSTALLATION FORP"a" 4•""n SPUT PANELS NPNI _ morn A,IpQIa oTa e� a MIT 11 41 1 r•w 1 -r ( - I--r..•Nr[dfx �._.�.• 1 • :i T�--•-T-T _ mm. i �.; Z• ,1: -� s Ityotoow :`o•�Irr, [ _r,• NP'Y- / r' AM ON 1 j 2' r p!,(r. ,ION 2 Aa1a 1 rY ,- ,• W 4%%•M t t I cm OFGt .� 1.0 ._ _4•`_ C, _ .n°1� G �o/IM•"a1711Arra a.• ,.�. 1 RANI/EGO. ' M rum ,IlmtN4„ [ Imo MAIL I L MUTT •A'-•• r MHt ) • • I : a tt•"" a .360 «.A. N--�. r,w Is oA t / `--�', i +uw • 17a anmar a NwFri r ORAL, WHORAJ 0: Van 1 .. '-111w, 1 ii�i.`•a i r ox Y� mum 10.00, aawi° t + ± r. is cn M'Mlet W -e' rA PMdO. 7]�I /..o Pek, BOLTS . ao�IrMa•Nt MDO S/ .NISI • WNT a .qo P•1_ -tlo ,.al. -� I 2 _� `I - - ., .. _ _ r.. I_) 2 H 1 Nc,1P,r S • M I (M:O N e' I• ; -- MAUOL sw • nR H4OI MOmLEC 1` \ 1 1' �+ SPLIT SHORN PANEL 0"ATIOII SECL.E 11 -l' �rAM in snAE�'tb/T4'�i' �2NPUL OR SCALE4•1' sour I/6'-1" ONO[ a YIil II0N SCHErM11i La.. MMMON RE01ANm Mil. SPAN (R) ' TUBE MtLLON - 4 4•-6• 2• . 3" a 1/6* z- R +• . 114• j „A I ON won AAO 1 C___ j l °��y rAna r t Is MNa 1 �B, 4rIMWIR( MIRK CAE+f RNC1010 � / A- 'Ern, a a 9)1LLT+dW ,. L wpP 6 `�J --% 0R[r < • � TO +4S.O��,•,Qi�,�5_Gf2 px9a t PR�U0.E RATR� SECTION i SCALE 3/6-1- NOTL MULLION CAN ALSO HE NSr= W/O SIM PANELS ON TOP OR 801TON SO THAT IT IS lOf LTED AT TOP OR BOTTOM OF OPENING (ONE ►AM OPENNO W/ TUN TOP A BOTTOM) ,/vR,n„w t �• r�Ru Mom/ w oM9rW WI4R NAPId INSTALLATION - ALTERNATRIE i W 112,11 fell UPURICN11411111I )A•/+/yyw BB �r� �. � ,!A w 3m1 •roc V A •RNr MPpO 147Pri ! i (/�' � il"Y"",NORI•Y"1p1 I /r ma FLORIDA BUILDING CODE _ - 1M 9A1NL MTaWNMA MYt/r W .11-a 4 pFl[ P/�°MIW ?"i1aW1. AN Al mP - IMYf / ,IPNINH ! _ 1, t,r NN Nr M i -Uj` Ilea. �{WAIL MM� N1AN J'++ 1 i ������ SMALL. 1/4- M 4 ,a /r 1Nc P/ FAN AMP A ,InN,'A'/F 1�„p, 1MIOIN1Yl WALL MOUNITINIC DWALLA TiVE 2W SCALE Ile - 1' 1. MSTALLATIONS ARE ONLY VALOR) FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 455.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO 8•-B• 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EOUAL NOTE FOR COMBINA71ON OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. iA�Rc i a r0P • r: MNa. aWK i ASMPN ` MH- __.. r ,MMr, AM6Nm - •w eosMr•..-. cEYING t nmR MOUNTING WALL noon mouNym INSiALUT10N - ALTERNATIVE 4W NSTAL• •TMNL4 - ALTFO mmff al( (SEC" AT TOP IS LRRTED TO +55.5-87.0 MAX. SCALE: 1/4' - 1' A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4- - 1- )A'�/v k -•� ,N M1.1Ltr I 1, 8 ,r isRn IIRi -_ r/Mll aull __ __ __ M�/N,3Y•w ss•ru 1� r0 pOM P[a INSTALLATION - SECTION 4AW��w BOLE 1/A- . 1- CONCRETE ANcHm OOMO M AMC"= FOR CONCRETE ANCHORS: SEE SaEOME ON SHUT 14; CKE SCENAE ON(SEE SCHEDULE OR ram WOOD Seem SEE SECTION OR LINT is - SLEET lq�- ` SKET14)� 1, ?I k tw/1s 'A 2/4, 2A/4, 3/4 DO 4/4 1, 2 A 1 N115 J MO,IREO OOHaEIE J - ^1• • • Uhl. MIS �.. POUND CAINCREtt'Sca_Y ( POURED =iT)f -� 1 - �, 11Ti`' 111111� TiTT lI�TTT aE �RL Mil. 1SWMTION ( ty r it [, (F3D PAM[u f (4OEa0M ! (PN®10R! P (Nfvom PANEL)(DO MaWL) ro aAte q I To Mae Rya _ ry/r' .y 1J1s1� «Y1G'Mi'2' d WNTwN,��• a .�[y�. Y- � I S71A • 12 +/�0.a SRO • 12 1/2' 0.0 7 1 1 I 1 I, Sr Mw LASE 0 1/r Min �._ , .•«,.�A.LTYE ( , r«l(7-1H�- C ts"I; ET. 1/14) . ro• +: +/2 O.0 .1 (SIX 1,) ro • )_. -i-(^n"" r U A11011 0 777 A 2/,) P TION ttPN LOT) Mi I 4A OHO \-L' (M WEALS 1/14 CIA CONCRETE t I ILOCK WALL PNXKWAD /4, 2/4. 24/4, 3/4 DO 4/4 1. 2 ISLE 6/15 1. Z" t 1W/15 ALTERNATE LOCATION -I ON LSE SAFETY PANEL I. - ! I yT € AREA W/NO Off SAFETY PAHELS N LIFE NOTE IKI an ! C•M. - - - RERUN PANELS W/ OR .. _� Ls - I_ W/o REGULAR TRACKS (SEE NOTE i (� = BE WALLM AS CaIRCAETE ANCHORS. •.- � r SIDIMD ts¢ +C,EDLAE M RAC SAFETY PNEL 0►OIANG, fNA1 LWyy ppMr qa•OR st/ pOPE AR KANOL[ E ,.) Pa1Hm CaOEE� (.Y1 CpN011aN) ETY STORM TO F�4ftMrOAUATft rRE JAN41s p•„L KIOUPK° TO , E OR ROAo.Eo FROM n1al0E PANEL A OF STRUCRW ` ON '. ELEVATION WALL MOUNTING INSTALLATN]N WALL AND FLOOR MOUNTING INSTALLATIO SCALE 3/32--1- - SECTION 1 SCAC 3/8' - r - SECTION 2 SCALE: 3/e` - 1' 90 . r,/. Yl aP a• 1 1 ' GAP MOTIFS ON R'F earN-r. ear,eu p r. c.c7FA MST r43roM : 1 I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL)OR AS AN OnERM PANEL. PANEL LOCATION *4 BETWEEN GL �" B¢ Nm I) PAM°s LIFE SAFETY PANELS MAY OR( wY NIOT BE INSTALLED AGMCEM TOO REWLA4) PANELS A7 oott""INIWMELi SEE NON 1) (W/ OR W/O REGULAR TRACKS.) 2. LIRE SAFETY PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION 8-10PER COMPOFIEE�M . SHEET 2 Of DRAWING. SCALE 3/32•-1- THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE NSROE OF STRUCTURE. pA11111iNNF,A 3. LIFE SWEIY Pj REOLAPES TOP 'TRACK TO BE COMPONENT 0 a BOTTOM TRACK TO W c(M OAS PER SMET 2 OF THIS DRAWING. iCP ,.:...... T✓� COMPMENT Y aE INSTALLED WALL OR FLOOR MOUNTEO FOILOWING SECTIONS I A 4 A ':' •• p 2 oN MIS SHEET. AS WELL AS DETAILS , a 2 ON SHEET 14 GENS ' IA 4. Min. LENGTH FOR (XNIPONEM ®IS i5'. FLORIDA BUILDING CODE (M VelocityNu cane Zone) �' M Mq. ANCHOR SPACNO FOR COMPONENT ®ANCHORAGE AT BOTTOM 15 GIVEN ON = :. 92020 LLAEO, rNC F.P. 20 CAGE GALVANIZED STEEL STORY PANEL SCHEDULES Jet 2. SHEET it. DRALN w *': COMPONENT MAY BE PERMANENT OR REMOVABLE- Dm GLOBAL PROTECTION PRODUCTS. LLC. wn EIL E C O ENO. °°E6 3. SEE DETALS FOR W67ALLATKNI INTO WOOD FRAME BUILDINGS ON SHEET 15. ':Q'9' DRIn'L- .NnMNW: pSFEeP-7541, FNl (N4XIeF-A»720-176 SEE SHEET 4 FOR PETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF am Sr. 3, MREEISS A A Dwc. PL au14SPACERS AT TRACKS INSTALLED ADOZENT AND BEYOND TO STUCCO /WOOD BNPOs. AW„ •.,.. (""A" a: . a.• 4n_,a G-OSOSPI9 w r e. w r Oa/MIa IN PE YAt/SaRAT1AW,/0.ATE ,4Elm A lA1T J/., P.0 Y IG-W .4> SMART +a G N MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAAI ONLY ra,R PAATar6 AH171 MRTALAY AR SCSI 4sClNMML 1 all, ,n Al �wxIM M "o, M1NG r... U7gIN (SELEI n• ) N to „ 1p � OOrM1a0N THIM 96.J. -72D -r-sr all u3s 2 1/4• UM OLM 1 I/MO a A 7 .e6.6. -7L0 17'-r to r-r V.. 2 3/4- UMBOLIED I THOU 0 • I .56.0. -72.0 l.r-r To w-21 Ma 2 1/2' • AOLIm 10 (IpHN:(N • ..3A, -4a0 12•-4. OR LESS 3 1/2• •@Or01R14/PlYOOOIN 4 1 A 10 • a41IO W1 1/4'V-211mI' SS MS 4: raMlf At pMN ! MgENOM OF NNE - MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s_f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGUL M STORM PANEL (1) k Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES ORIUD Oir FOR PAAE3301 • 0 mviuA110NS As PER EE: as I THRU T. am SHEETS 4 a 51 IIAMBAM AS.O. CESIOR PRESSURE ILA ,) iN MMKN ANON B WRONG, FM Ca . 3 ,1r - /PP1161IRE To SLROIS B I IIAIMiAIII PALLID "N aCOYBgM7ON i LENGTH THEM I TOM OF TP-OOP cALN-N 1401DA16E FOMIE a NA EIMATE PLUS TO COMMIT 10 CONQ" OE M 10cow= TO Ca11ClETC BAD TO COME" To COIOMi BLOCK to CONCRETE To CONCRETE SIOCN to CONCRETE To OOKAEE OLUX r N/A N/A NIA A' WA 1. M/A r 10 I (TOP) 1• b• N/A A/A 1• r 1• r r r + (BOTTOM) 1• N/A N/A N/A 0' N/A s' NV. r M/A 2 (LOP) I r N/A N/A N/A e' N/A r N/A r N/A 2 (BOTTOM) .e6A -TA.O r N/A N/A N/A I' N/A •• N/A r MIA 3 A 4 (TOP) t 71-V OR LESS ON LESS r a' N/A N/A A' r 3 Ie0,iD1i) � A. N/A M/A N/A 6' N/A r N/A 4• N/A 7) 6• r N/A N/A r e' •• r r A^ 4 A 7 mmvm i N/A N/A 12 In* a ,/i' t7 1/7• 1 1/4• a l/4' 1 1/4• 6 I/•• 6 1/4' ] ) SEE SHIXIS 10 • 11 FOR AN04M T1PE A SPACING FOR 06MAU0 4 0110 WOOD MOW WIMDIID. WOW ANCHOR SRACNOS AN WOMAN EDOE INSTANCE ARE See= ON THIS SMMU MR EA LEMI THAN 9OCAim ON SCHEDULE ROUGE AN121OR SPACING A MULIPLYNG SPACING W*M M SCEDiAE NY THE FOLL MG rALla6. FOR THIS OPERATOR TO E PDS MLL RE WCED, DANCING DODAED ,MIA FACTOR PAU Na N IESI THAN IMAYyY 1PACDO NDO.Tm TON EAW ANCHOR TAME AT ANCHORS LEGEND. TW[ t/4v aPBOW 1/41 w rW-s 1/sv 1/I1. 1/419 0urw 1/41 saleH-Nr IA. AN•a WWA Ih) 3 3 3 3 a ,n 3 '•NIwIrNw 'o.r.r lL.) 3 ) 3 3 ] 31n Y AMU OArMN eta 8•) ! - A 3 ,/3 3 1n 31,2 AOAR V INDENT 3• ,q ,m - ,m q - a , 1. 1.10 G.m 1/4• to 5/r LOW NOES k*MM W/ 1Hv-To.r SS WL • 1 1/4. 0, .FOR PANEL LDAaB 1A To r-0' AHA 4 1/4- ar RA LAIDUM IA to r-r Mr. OR f a 10 AMICAUM FEMME 0 ON PA43AWE ILUS 0 n' 12 1 . O. G Rtw 1 I/r mB we = • •.l r-r Ma" HEADER FOR ALL LENGTHS LIP � 1 1 be"-ilm \ 1 I J - I 1 I � I I 1 E 1 1 i SEE SCHEDULE 1 ONSHEET° I r EDT.. - t/.' 10.. a/r LONG, BRAN 10.4"m %%4'•-2NO' ILA Ox • 6 t/4. OC FUR ►AAa um"N 10 a•-0• AND 6 FOR Lac" UP TD S'-B• M. rir•"MI6 j dt 114-10 FAELLMIE PEW" a OR Maxwell PAN[LMam . PUTS 0,12 1/1, 0.C. WIN I Mil IH MO MNRI6OIW AT 190WOTH1 or EMISTBO R000 PLATE FDA LLL AL Las*ms up TO r-er ElMs.. DIRECT dA'n0M SOME 3/1.t' INSTALLATION DETAILS FOR REGULAR PANELS(i) INTO EXISTING WOOD STRUCTURES F '14/nv2•W��`RrnNMWNAcp•®r ToONiRIC nOm NGOot & i I, 1=I . !'� Ift I ',• - ! ED aG ED ) Y I EO I a•"•"WRm'• .oc• IIF1M1m1 POOP "DOOR i AL IE MT (f siW ALTERY TNE�IR 1L ( ,SLY WALE 3/6-1- SCALE 3/8-1- i d{ � SEE SCHEDULE OM SHOT e ) i - - HAIL OWL IMPARPION I �sv.7�3z To CIA% i uNa AR fnq• I ED, 1 OR lI ED COL EIII , ,OaMB � � • r 0E. � I. 4 ONA t ___ �1w Lw aa1oM W r of - /3• WA RAPD•WY aN •'.� ALTERNATIVE 3W ALTERNATIVE 4W 11•' Ott B 4YIOM OF Nut[M RLTKMm fN1K AIAHI n IMPITAIH LTUAY SCALE 3/8.1' Nbt SHUTTER WOES NOT SCALE 3/5-1' BNONN FOR CLANT• Mau% 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO .55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8" 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL NOTE FOR COI981A M OF SECTIONS-. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, -Il'-O 1/2' _.-1 -_.AT END STUDS TC/„o MRil�iHGEIMININEENE111�ii�j� aN�� IJ1rmwIF 17_ •. 11• •1IC; 413W•. :al FA :.hi 2L•i i. (v 1/2' 0. C. TO HOLD 6/e• M. (CASE 0 3' on. (CASE R) FLORIDA ILTER7MTE (/4p�) I/•• SEE 'ISEE jl r(II3TgM ".ILL `t3Aa PANLL SCHEDULE '"EDUUE M. ANCHOR ANCHOR SPACINGSPAC 1'-3" Mln. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLC!BLE TO SCHEDULE 2) SCALE: 3/ir . I* MAXIMUM A.S.D. DESIGN PRESSURE RATING .s f) AND CORRESPONDING MUIMUM PANEL LENGTH "0 SCHEDULE tAP�LIGegL oNLr tD sEctnxs 1 a 1 NONxTTO EeR Ili sAEEn STORM PAu: SYSTE31 DM SHEET l3)_ Am FWE9aIPE iRq Sf ` TACO. or w-mP 00-4. 0.11101: TOME O ftemmaC PLUS Az To SECTIONS g A eaaeA,ArON or INV YNRYUIN PNEi LiT101H l' OL) TO 10 COMMETE IIAZ TO comet E C[w RIME BLSCR ro co/rJE1E CONCRETE MD(x C comaem ro NCRE roIl ttt sRDCM cowcom 6- N/A N/A N/A 6• N/A r N/A 8' N/A 1 a 2 (TOP) 55.0. -72.0 9' 7• /' 9' 9• 9- 9' 9' 9' 9• 1 (Bottom) ]'-0' OR LESS 6' N/A N/A N/A It. N/A B• N/A 6- N/A 1 At 2 (SDP) +55.0 -72.0 r 5' 9• 6' 9' 7 t/2' 9' 9' B' 9' 1 (80rT011) 6- N/A N/A N/A 8• N/A 6' N/A 6- N/A 1 ! 2 (TOP) 9" 4' r B• 9' 8` 8' 6' 6' 6' 1 (80TTpM) I ASD. PRESSURE RING 4.1.CONCRETE 11a i 0 • S/r w POI top AMID aw 1 One 0 r w nm TOP am* To AP � SE COMgT ATIO OF THEM W701WM PANEL LENGTH V (EL) - 449.2 -813 3- y- ♦ 1/2- 4 1/2' 2 (BOTTOM) 7'-6. OR LESS +52.8 -6MD 3• 3" 4• 4. 2 (BOTTOM) r-B' OR LESS +SS.O -72A 2 1/2• 2 //2• 4` 3 1/2' 2 (BOTTOM) 7'-6' OR LESS +55.0 no 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) r-G' TO W-0' +S50-72.0 N/A M/A 3' 3' 2 (BOTTOM) 7'-6" TO 8'-8' MNaPAN wu STUN MIriSMW WPr• 44a3 A....An IMN1H 1• IS) lv RLaOW41 MMNLIIA 3GRRPIpN H NNW rANa mNKr1RPN SU MEET 16 roN AMGATIR rft A WPLWH FOR AISE".MNO WIG WOOD Rb" WI LGPAL IOMM "OR SPAfr4PS AO IL/AM WIDE DISTANCE AN MNMLVED OR THIS 6GMAE. FOR ED. um THAN mam OR D mom" DICE ANCHOR MMCw M Of LTIPLY" spirm SHOWN aNcH smm /t M rouva Firrom FOR THIS OPOmtON To BEPOSSMIL RED= MOM ONILNED LMRO FACTOR LOLL NOT E LESS THAN MNRRM WAC HO NOOATEO FOR NaH ANCHOR, TYPE A ANCHOR$ Lowe MOsw TARE _-1/4'0 1/1'•_ -1/4'. -- t/4•M T/41 aNl-N mcm a vwM emr PAIe1LMW MA NOG, ORION; all 3 3 3 3 2 In ILA Ity r(W 3 3 3 'A 31/2 bfll fA "KEMNdi IlClpl I ,n• 2 3a - - - - 3• �m +m J ), - - HOC - - --1-_' MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS In At (HALL INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (Vµ1D ONLY FOR PANELS Ina is OWALLATONS AS PER SUT0 S 1 THRU 10. ON SWEETS 4, 5 a 5) MRARIUM MUMM M ANCHORS IMAGING FOR LA - 3 I/r •• A-vo. DESIGN IWON TV TAP -GIP GYx-ITT/ PIFKI31Att FEMALE O PAMBAAtE TLIS 9oL10 SCf NY MAMMON EL PI�ssUFE RAIYIG, ro MIICET[ ro XWLYETE BLOCK TO CONCRETE ro DOHNCRni 9LOCK ro CONCRETE TO CONCRETE aDCR ro TAYLTrTE to COmmim Bt2Gt TO CONCRETE ro MNCTEtt ■DCx TO MI METE TO CorCWnE IIIOCN ANY COINRIADOR OF INEW , L.f/MOIH1 t' (a) 6• N/A N/A N/A 6" N/A 6' N/A 6• N/A N/A N/A I (lop) 6- 4• N/A N/A 6' e' 1. 6• B' B' N/A (BOTTOM) 6" N/A N/A N/A 8'N/A 6-N/A 6' N/A N/A 2 (TOP) 6• N/A N/A N/A 6'N/A 5' N/A 8' N/A N/A EN/AI 2 (BOTTOM) S6,5, -12.0 6 N/A M/A N/A 6' N/A 6 N/A r N/A N/A 3 Ik 4 (TOP) >7'-S' TO W-8'OR LESS A•N/A N/A 8 6' r S•'6' N/A 3 (BOTTOM) 8' N/A N/A N/A 6- N/A 6• N/A 8- N/A N/A N/A 7 (TOP) B- 4' N/A i N/A 6. 6- 6' 6' 6' 6- 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- B 1/4• 8 1/4' 6 t/4' N/A N/A 5 (TOP/BDTTOM) 80.0, -S3.3 N/A N/A /2 1/2• 6 1/A- 12 `/2- 6 1/4' 6 1/4` 1 6 1/4' 8 t/4- 6 1/4' N/A N/A 6 (TOP/W70M) e•-e• TO 11'-2• 55.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4- N/A 6 1/4' 1 6 1/4• 6 1/4- 6 1/4- N/A N/A 6 (TOP/BOrTDM) 8'-8- TO 11--•2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 //1' -61/4' 6 1/4' e. 9, to (ToP) 43A -{0.0 •• N/A N/A N/A N/A N/A N/A 6- 6• 6 1/4• 5 1/4- 8 (BOTTOM) 12'"" OR LESS 6` 4' N/A N/A N/A N/A N/A N/A 6• 6' 6 t/A- 5 1/4• 9 (BOTTOM) OR LESS N/A N/A N/A N/A N/A N/A N/A N/A B 1/A• 6 1/4' 6 1/4' 6 1/4' 10 (80TTOM) SEE SHEEIS 14 11 AMID 12 TOR ANCIM6 TYPE A SPACING FOR INSTALLATIONS RRD WOOD FRAME B1a0N6 MOMM ANCHOR SPACINGS AND WHIM EDCE DISTANCE AIR NGCAED o/1 THIS SCIFOUIE. FOR ED LESS TWA NOO:IED ON SCHEDULE REDUCE ANCHOR SPAC94 BY MMLPLYNG SPAJNC SNMW ON SCHEDULE E THE rO LDROM FACTORS. PER T18 OPERATION TO Be POSSOU. RDUCED SPACING OBTAINED USNC CACTOR SHALL Not BE LESS OPN IBTRALRI SPACING INDICATED FOR EACH ANCHOR TYPE AT 4 C"M Law& ANCHOR TIP[ - 1MCa4 __1/4.9 a 7MP-M t/P� I/r. GO" POIp->EY IRA Tana VA" 011) 3 3 3 3 2111 3 .•„4, YIMIp E...M Q) 3 3 ] 3 3 3 ,/2 IfA.Ar.I ,» eLr 64) 3 3 AMA m. OM UNNO F A-G T • A a +n 3• 1Do ,m - im w - a, ,m ,m N 1 CEN f`�' fic FLORIDA BUILDING CODE (Nigh vefocity NurA60n• Zone rt ;' No. %NOA,PTs/ S•%f� ' '+9•/FAAF/N 4167 = t ALDEPtlPIS �O eamo n,tso. Nc LMC O,� t-,MAINY 20 GAGE GALWMNZED STEEL STORM PAWL DM« ar: GLOB& PROTECTKON IL.. aSTREET ape °ArtR O,4 NhIW1 o2r0 °-17' q,Y e •E IRM .. : LLTH •: M- w P= CA- 10 ImLTO A P TILLER JM„ E Fl01bA IRA. a .n a 6 DNIOrG NR. MA- r w r L RAl/SO14OUrtiMR n'+M sm P was III s - jNSTALLATION t4-10 MNELAMTE PLUS - INTO DETAILS FOR EXISTING WOOD �I', �, REGULAR PANELS STRUCTURES .}1h10 gNEtMATE PLtIa -• (j) 1E I .• - 11-f0 pATEIAMIE PLUS --� �.. 4' B 1/ O.C. W/ 1 7/e" c i 4' O.0 W 1 7 B• T1NiI0ED PENETRATION ro 6 i / / /B TMEAOED PUEIRAt1oN To i% THREADED PENETRATION TO EXISTING WOOD HEADER _- j ''.I CMISTRHC NOW HEADER WOOD HEADER NEOUNID EXISTING WOOD HEADER Am NUT a '�' LA•"WRT • 6 IX at - 7• ) O,a• Y, EMW ww a A Ile cc WOOD NEWER2 REOIARi6_,._.:.- I:'•.! WOOD HEADER REQUIRED-:.- Mk` 1 WE SCHUMAX ON 99 tOHEIIAE ON a >a SCLEDME ON 9HEa1 a NOR IIrL WRIT ATM MN. sfPAmllaN 1 FOR Na,. SpAM1gN ro Ot/ie6 1 TO CLAW. ) _. ; M GLASS. SS `'• NOR. PANEL LENGTH (SEE NOTE 1) 1/a,A-}m1• LS 3A2• pN '.'•. Mo. PANEL IEINDTII 1 (SEE NOTE 1) 1 3 _ _ - _. � f - - IlrR-Phil• IL YS. W/ PUTTY • 31a2• WIa MR ' umPA/B7. LENGTH,/.Y-2N1• (SEE NOTE 1) ' ' � - • elmO.OSN N ,AR i EYDFr wOILN �- 1 1 • [AEAf OWAIN I 50% aGB [ OF •L- OF WAR (Ift' No j �Cp l'"0JNT �` MAX d lY wb' a SS YS IV ' py IWIF . F.YrI � . • 12 1/2' 0.0 � IR�HO _MO1� 1 7• L LAG SCRIMS r O.L ■/I 2- 2-.4• wo00 TE .- _ REWIRED // -to PANELAMtt PLUS __3 YN' WOOO P RE"O D .. :. 2•.4• W000 PTA E psmam i ! ...i ♦ ''. MW THREADED iT AT F A i' °1MlDTN PL'NETIMIYM O• 'Y MOWADTH OF V80114 PLATE MID or KATE 4'0 LAG BERM 6 _ .� SFAOdAED W/ ,, 1PENenpTyMioli N 11 1L1 Y�iY� ATIPLY _ . ':.. _. _ AT YCWOTH OF PULE 9C/YF 3/TI-1' Irw ALISlJif 3/B-i' SCALE 3/8- 1' 11 Ifi: 1. INSTALLATIONS FOR ALTERNATIVES 5W. SW k ION( ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS UP TO +43.8, -48.0 pAJ. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EOUAL Af1TT FOR T104 OF VCTIDN9: TOP a BOTTOM MOUNT94GS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE -6--A N Cn f N U O N Q Q O C cu - .� U N c a).� 0 a O L •o � Q 5- O H = aL L- Q LL ; CM Cm Q Q -0 E Q 0 Cn o .¢ c (n Q CU -M--+ 0- e Ca Q . a7 as Cn •,g a�i C a3 Q Cxj TO L L.7 wmi INSTALLATION DETAILS FOR OPTION # i FOR LIFE SAFETY STORM PANEL SYSTEM 1/.b LAG, •; StYEY6 0 IF MCI INTO EXISTING WOOD STRUCTURES ,NIEAOm rVE1,WMN 10 DmA1AO MOOp NUOfII CD ED on iJ I I r11 V� I �j �( AEOIIWEE I 01:- o STUD . 17 , 7 O.0 i g ALTERNATIVE i ALTERNATIVE 2 ! (MS) (SEE'` OET. 1/ta) TO O)•Wi2 , OC j I SEE SC EOIAE rON a,aT 14 I f� Eno Mw GLASS i ro a5I r EDi ( l ( E+O ! �( a I EpL ED mom to a I Q D PLATErmaim O p !I r0o0 µALE FAXKM ALTERNATIVE 3 ALTERNATIVE 4 U CD li 1 4Y lA0 sORM • r 0.C. M/ , 1/2' - ' ii. ,�jita�16/Ar ,Dw �'�TR mwc r/ ■ /*IE 1/4Y-29Rr S.S.Cv M.S. • r Os. ON 1/41-20 PAEIAMIE TOW" 0 OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS M PAMM MIM PLUS 0 r Olt W 1 1 w. SOIL- S/r - i' W T1 Rim PDETRUM TO ,HMO RATE NONE SMITTEN 1RACO NOT LOAN NOR a," WALL MOUNTING INSTALLATION ApNTUU ALTERNATIVE 1 W t� LLI 3 T FLORIDA BUILDING CODE (Nigh Velocity Nurrlcans, Zon• EBBS ' ' • �W -- .m2a wrtm. INC. 20 GAGE GALVANIZED STEEL STORM PANEL I. RISTALlATONS ARE ONLY VAel FOR IMLDRrS WIN "O. OE]ON 'a" IRA TO '3i• ST +55-% -72.0 P" AND PAMIS LENGTH Ur TO B'-r. �A R RID - / 1(, E.�p' O INt. GLOBAL PROTECTION PRODUCTS. LLC. P'/'pMi� s O • •. 2 FOR NEW WOOD FRAME WIKTM1CnpN WOOD MORONS TO E SOVOOM AFS '• �, Mom SW. 6, slRm Z PRE MP. 2, W/ SPECIFIC DENSITY Or OM OR EQUAL yi sl A1• ! HfOYPAN+ pwc FL 3a3t4 FAAITATN M.• N, r aA Aa ,. w 34)6-7suRFAR. is N 11NPa M MAial "ROSE pNswTr7 20-176 MR •E. YA/LMM1UIrfM1E WATOaA ruft mg,iJ. P.E. 4. SMQt 16 or 2A SHEET NO. SH 1.1 MAXIMUM AS.O. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L tHJ TO GLASS CONDITION RATING (p.s.1.) (SEE SECTIONS) +SS.O. -72.6 g'-g" 2 3/a" UNBOLTED ANCHORS (SEE SECTIONS ON SHEETS 17, 15, 19 a 20)- ---- - 3• MAx. SAJ17, 4A/17, SA/te, 3eft7 M/17, ee/sf, 3' MAX. 1' YW MW/te, rAW/n ! eAW/2D !R/i«, 7QIr1« a WO/20 1• MoO. ; D.M.Rr 0 - C- - o--- - - C -o -'-- G- -b 1 I 0OR`l7t Tttm- li . PANEL ` ' Q 'AM" StfAY +wa ! ii Iri ITT, STOW .. } 1.7S _,- Las, 3/aY- .•:'�'� - a - - 1 - I PM4L�E'NOTH r Itfq (SEE SCHEDULE)) wm,AP ro- PAila e0• 1tON VE , ,XNeRB O.M..�oT�iy I 7• µAY. 3A/17. Ws7. eA/74 ■/t7. q//7. ee/le, 3, LOAD,' I. Me SAW/t«, TAW/ie a IMAM" AisiituCe4► WE7B. Wit s NW/m 1• YIN.'. .ANCHORS (SEE SECTIONS ON SHEETS 17, 16. 10 k 20)-__.__. __.__ _.__ _- OPTION #2 FOR LIFE SAFETY STORM PANELCI ELEVATION SCALE 3/16--1• 1/,•,uY W I , SECTION A -A SORE MAXIMUM A.S.D. DESIGN PRESSURE RATING (pes.f.) 0 AND T4� CORRESPONDING MAXIMUM PANEL LENGTH "L" SCH EDULE U E � ��VCEN /T✓� No. 44167 FLORIDA BUILDING CODE If h Wbe N,lrrlcone Zone L ORIO xraa f[ *,: �.`+ 20 WAGE GALVANIZED STEEL STORY PANEL term w GLOBAL PROTECTION PROM= U.C. 0DAM. �.� -" tL ECOT»t- ,t10a S.«. H wWNW '. ./ Yr «.. r ra wlwn Ylms n n+DNE: tgH7Eef-7oM Fi.'aOWa)B»-am 20-17R Pte m-,m Pt. gN,/SIOWRAW/Gw �"' M Yw tPY Mwl'W N•' RAL"Ot Tty.. P1 Y N-w Il fMF17 le A)M INSTALLATION DETAILS FOR OPTION #2 FOR LIFE FETY STORM_ PANEL SYSTEM INTB • EXISTING WOOD STRUCTURES - _ fr000 'I ww��qq0p NFIeEa _ +1WW •iloEtL !'�y wad YEA(.'ETI 7EWNRED ��'1OvaNO --AEOUI,ED - i`I �-REWetFD . : � ...... ,/ah TAPCON • M OC -. !' t/a'f TAPC(xi O M O.C. tµh TAPCON • e' O:C. r • .. . f; W/i ,/2' TAN: iNREA0E0 N/1 ,/t' YQ1. THREADED 1/2' Tel. ,tMEADEO PE+MTMTION AT MOOD PEfiEfPATI(1N AT WDW - _ PETETWATpi AT M1000 1 � PE/47M1_i0N AT WOW tiJ'DDI IIEalE71 ,il10ER 1 t 1 J , /2 t 2' J I . / J / L 1 r M.Mod - tA>u- i 4 tl is f t L- � ExsttlW ro GLAOM Y' Ilan. GLASS -. (w 10e1 Vat PANEL IDWiF nw 7,tF7T 14 t• M,,, � : PANEL LENGTH a Wet�E1W t NDDf. SEt , iCLON'1 PANIC.PANIC.LEIWnt 1• Mmt. ,Y+. 1VAMiW i � �. YPNMPat i (SEE ilOtE t BFLO«) � PANEL 6ENOBt tsEc NOTE , ED,tt7lh TA ISLE ,amE t euowJ a seET�'AEW I '. 1/a'h1A1• _ •, , M 1� Eie tJPP-20,1'---y.. __ {' { ' SS Y.S. B ¢� {I .aFi T/eh r S13Y1 3J32' 1 ' . • TNW l ' , roc wJ1 5f2 = ; PEi1E,T1«TWM MS. wJ E )/♦Y-20Y3/aY S. MS. W/ '. t i --�C'OMT. ! ', I;-s„'�CONt. Ea. .' ._.,' 1',. 1 .T/i Yr3/32• WOW MA 3/33/32' WOO MOii �h . sps• WRw ' +rAa+Ew a 5z /JY oc t ?1Irft3132 ow" () "u1 rjeh Yµ61ER GOt7 1/2' O.C. - : :• ip.R WASMEA feEYd10J ,ia'f fAPCAI/ a e' OC t/ar TAPCON a e• alr .: , 1 2• YRN. tNREADED ,(, - • - __-._. t3'OBOEWED W/ mroJ ( - ..'�TAaL%'0 WJ STIA} AT _ _ " ? j ly>�AT Y •� -- _ « , , r MN nMAOEO PLATE - 'r2 1' W+DOD PN7E Y BEWML[D OF Purz of AT v - ,. 2•N' WA00 PLATE ._. _ ... •�- «000 PLATE . ROO,Ji1ED (• scME 3/e--1• scaE 3/e'-1• scaE ]/e"-t" �P p, TILt/l ,. ,NSTALUTIDNS ARE ONLY VALE+ FOR faL041G9 WONAS.D. DESIGN lDAOS Aw.-M.4 FLORIDA BUILDING CODENFh Yeloe Nurr(cHurricaneLIP TO +sss.-72NEL' 0 PSF AND PAS IFNGTN UP10 9'-e'�1 20 GAGE GALVANIZED STEEL STORY PANEL 2 FOR NEW wow/RI«E CONI6TItl/CnaPNWOW. WOMEMBERS TO BE SOUTHERN� T PeE NO. 2. W/ SPECIFIC DENSITY OF 5.55 DR [OuIL i * : - J---- •-r.t.'-� � .. may. ✓ e�iTr w w �y PROTECTION PRODUCTS. LLC. °' 6 1/4ARMANDO - We GLASS GLASS 1 O �� i\ � i _ •. fee e f t a� i .. L 1 -.- ,S ti6' Rota W1oTl+)-- 12.3p0' CEFTECINE WIDTH) 4Y.6S7' 2.000" 2�YP. eI ,IEMNEO TYP. MGM*tow 1,NOII O A91M A-653 A HEM MW - /�• EOCC � T - 3.300' � Tipp '. +gypA. __. OR/,OE SO YNW1W DETAK � Q STORM PANEL PANEL'S END LIP W/ HEMMED E �y� y , zs" ISOMETRIC VIEW DETAIL A 2.Ow ROUNDED CORNER a ENDS OF PANEL'S 125• a END LIP W/ HEMMED Elx£ .750' Q «,[" iluCK 1 I � 123' IQ ase• ayP-) No.44167 3 i � ,7sa•.._ - �; ATE OF r'R OT 3"tea' oIE.) ALUM. ANGLE ® STOP BAR 1l,F;SSJ NAL tt` LONG 4063-T$ Alum. ALLOY z3a'L - �. ® gEyjRS€d "h" TRACK rO0• - 61] i h 1 Rr�Pro) O1 1 4 6051-T6 Hum. ALLOY ---2.391"- �L. 2-500' Y.2N' tD ----J 9 4' Q3 REVERSED "U" TRACK 173' i 2aoD• 1 1 ® 2"tcS"(MmE.) ALUM. ANGLE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR ONGRETE BLOCK STRUCTURES 1Ja' TAPCON ANCItORS _1/t• tAPCON AtNZtORS , ♦• tAPCON ANCtIpBS `aTAPCON ANCHORS f b' ot. a f• ac- --�f• o:c: ___I e w o c PQIIRID tx11xRE7E POURED CONCRETE_ POURED CONCRETE 1>WRFD CONCRETE oR CONCRETE OB CONCRETE DR CONCRETE i1tiCK REQUIRED �{5�.-STITCH BEGUILED - 1 BLOCK REOOµRED BUICK 1 REQUIRED -1 :.,. J 1/4' {{ itµ• 1 I/a. ED# I I EDY EO.Y 1 , 1 M�NAW�GM m -0 le ttwa1 Iw iWCM. t0 � 3 �If. m P ut a n F fet7Y![ ai f'- YRatRbOYI[d7F ; + = % E O 1 «m to � 4 tlYn , n SAINT i , I j� 7JA' Ye6 NN • { _ .. f " 1 ' � >��we=�«!1 «-�4i(� 1. __.... -� '"1 , EDY -3 EIIs lV ,E • 3 E. I . '1/2' ! 1)4h-20rJtt•55 MS. «/ !] ;; , 4'h2ay3/a'S.S AX.S W/ ' ! i_. 114 • :...�Y/0-AS/32 WW6 NUT WASNEA , !'PaS/32• WND NUT WASHER -�. Leh . 4J32• WIND Nut `7Jeh . 3Jsx^ Wwc e tt L/z• D c teEYono) �^^+` WAsI,Ert • 12 ,/2' D.C. -*fin. Nur WASFY,7L {BEvoND) �' ,/a• TAPCON ,wCNpls ' a• TAPCON - ,;'t' TAPCON ANCHORStta' TAPCON ANCHORS _ 5 ----,/116FaRs -; a 1/Y• ae - --- 6 a 1/2' o.a. a ,/Y' a:c. ($TFEiDMEO W/ sruo) (STAB W/ STW) e a 1/2• o.c _..1DURFD CLV1CREfE o0URE0 CONCRETE - _. _PLNlRED CONCNEIE _ WtARED CONCRETEQR CONCiRT[ &Dtx REQUIRED OR CONCRETE BLOCK NSTALLATION OR CONCRETEBLOCN OP CONCRETE BLOCK RFAUMKO WALL ..itlal�lllltlSi..iEI�ST IATIIBN WALL YOUNTIRNtS NjAL1ATlON W•'W�4H AUAM 9TlJIE��tiCLBP.edEtt t81�.PJBdEL ! .Si.��sAEETY PANEL SCALE SCALE 3/e'-t" SCALE 3/e'-t` SCALE 3/M.1" SQ WI(fT le e 20 FOR ANCHORS THE R AlIOIIRI i,«[ _TA!'I'a AMID, FOR rdiTNLAtID+a ,Nro am _ I.t. Woe« WNIWW tfal a rRMc NINDEFF. ,atMNw AIA]K9R sPN:e,is AND Iwt«,W EDGE oxTNNct AIIF ,N«IGTLO ON T+a •weawrn LNwe+r� 0`} 7 BGIEO,AE FOP F-D. LESS THAN tNOIG1ED 3aeTNALE Rs71Uq ,NfJ,DR swEwla in WATIPUfID tSAfaW. SNOIWI as SO47NAE 4 AORIe. fA so WItlBe1 F M FWL0e04 FAC1aW- FOR INS ,D TIE Posewt BEnLCEo-- ifePnELrIaN YAL'FLG OBELRIED 17414 FACTOR 31«u NOT 1c LE% T,MN teMKAI 900114 wdCATmA0-- roR EACH NN:.NOR TYPE DN THIS scNEDLaE 7 /7- INSTALtATIsIjtLQETAiLS FOR OPTION INTO EXISTING 92 FOR WOOD LIFE SAFETY STORM PANEL SYSTEM STRUCTURES f ,rah TAPCDN a e• D.C. F =- � _. 1 a•. rAPcaF a e' oA. Ali:. i1WWADEO FT WOOD y I/MFADEO � iNR! AT T. HEADER )I _ Viz• J YPA. i ? eaatl HEADER , i t 1 111 wood NF7dYP T ) { REQUIRED, : ;I BEWARED ': IR S[8N«igN � I I (4E 1ilKC,AA EYLi31NG DY e11sT 1fI , Wn e[PAMitON To 4ATs pU.SIiNp� oil SNar ,10YJ 01A55 � I PANEL IFe16111 (SEE MOTE I BELOW) I 11 �_ 1' Mar. i 1J4•0-2at1• (sEai� E 1eEIDw) s.s, M. Fa 1 E -� f E0. � - � a• :. '':7IW'r 3'0- WOOD PLATE y 3/32' WWO NUi 2's4' WOOD PUTE �'.7/e'0 : 3/32' WSNG NUT 9'/24 01E ,ATR 7 eELOY1 ♦! JA SS 1'/ f 24 4' /.�•4 4 e/ 0R W/0 ®•V1 isF[ NIPE x eB1011) Yb. / •• 2' /.�4 1'/ 24 (am Alm 7 IRON! a iDR R ANE1nItSr DIDY• � « tAdf SCHEDULEaml SIME7 7Ey rOR ,HOOD SEAEfr - s- ,• Ala raNesWTE ANClIDIK SCHEDULE ]' Ma.. GO1` SEEe6ctaNs IIN WKET 2.: Y••. ; - •"ts¢ SCHEDULE a AT x POUgFA COICRE,E _ OR eDNCReTE IILL1CIt REOURWO T ' E.I. /a' TAPCON ANCHORS 114• TAPCON AtYClWRS 2 BIG. i' D.C. s e• a.c POURED CWICRE7E �' �OUM1E0 WF. NUeDIARED CONCRETE OR T 051. 1 r�7 m Aieaw - 1 am to 1 Exmll� txAss t w 1 ! i I , 1 1 1 - II,rtOh PANE -ATE PLUS «/ 7/eh . 3l32• wean LS e447 to e ffi FOR ANCieRS TYPE • AIREIOR rawL/ah -v0at 'WYIII[ SPACING FOR YKMMAtIO1G IMO WOOD Wn ANuw Wrae PS 3 3 Hale TI,AOeq 1eIWIW ii,CleR 9PAC+N6! AND ANIMNA, E»a otl,ailcE ARE I/N1,GATED ONriINS•trft«Aw R,tWa► D+J 7 x 3 SCtAL' MR ED. L1J5 TWA ,Mp,G1ED 0a wD1 scleD,ec WETAKt ANaeR 9PAdNS M IAATIKWNO SMC7W e10NN ON St3eO,AL OR4-4mt•rr er Oal AtlI1K E9 �t piieQ R1e»It w M Po11WWYt FACtORx FOR Reg OPQµtpp TO WE POgWtt Ixo ASW - _ I sPAee,e atuANm usew rAc,oR swu NOT BE LEAS THAN ,RYYw sPAulc ewxAtln TOR FArN ANagR Tor IN SoeWAE 7 yY r _ ... - Am.. " _ _m I jtw fefaEtn m _� - artaA`.�: •V,CENSF'••KP e� ND, 44167 FLORIDA Bun;ONEG CODE Nt h Yeloo{fy Hurricane ZorF 'a "•. /'Q cam n+em Yt 20 GAGE (iA1.VANRED STEEL STORY PANEL darn STATE eT lt)R ,1?""r� Al PROTECTION PRWHICiS. 11C. p1rramm YAAA'FY 4NAL t�d IMC: WW: aMM xW. f+ sN,En NNftrN«Ts / .IYa •. t"WA `a,IfN«AIWIA M H,ENE: {f3,Wee�TW6, w:�ADIm)iW-a7cT 20-176 I.E WN,/9aM1YRE/Wi G-RDD3717 MY• YY�,W Yr.., aMR/,Q tls. ,YLIp A 1]ln Jr., PC Y+.itW n 1 � rmM se Il /!*'---N' siE[■TTAL.,;,VA(,Qj. €-Z EEWfa sto■f PAerE1 srsrEY 1. E-2 TANG STORM PANEL SHOWN ON THIS PRODUCT EVaW710N DOCUMENT (P.E.D.) LK4 BEEN VERIFIED FOR COMPLIANCE IN B.t) M,IRµtiM EMBEDMENT {1F TAPCON ANCHORS AND PAIKLMATE FEMALE ID 9 PANELHAIf PLUS INTO CONCRETE ACCORDANCE WITH THE YDzo Inn mtnoN) OF THE FLORIDA aYIWNG cC{1E. BLOCK SMALL BE 1 t/♦• DESIaN LYe/D L11A05 SMALL BE DETERMINED AS PER SECTION 16200E THE ABOVE YEMTg41m CAGE, B-2) MUNAUM EMBEDMENT OF 5J4•1, % 7/E• CVJL-Ni ANCHORS SHALL BE IS 7fe' INTO CONCRETE. FOR A WIND SPEED AS BEGUILED BY THE JURKDICTION w1IfRE THESE SHUTTERS WILL eE' INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DNKCTIOIia1fY FACTOR Kd.O:eS. USMC ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM gLs.aj IJ4' 0-20 SS SIDEWALK BOLTS 7JSm SHALL BE ION[ [NOUGII(SHOUID ANY FTAOSli wtERla EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 23 4 26. 01CACE 3/4' INTO ANCHORS. M ORDER TO VERIFY HILL ABOVE CONDITION, ULTIMATE OFSKiN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.O. DESX,iN WIND LOADS 8Y MULTIPLYING THEM BT ae Al ORDER TO 8.3) K1 CASE THAT PRECAST STONE, DR PRECAST tXXN;RETE PANELS BE fWNO ON THE E%ISTMG WALL, TO COMPARE THESE W/ 11AX- (A.5:0) DESIGN PRESSURE RATINGS INDICATED ON SIiEETS 23 a 26. ANCHORS SNAIL BE LONG ENOUGH TO REACH THE WHIN STRUCTURE BEHWD SUCH P0413. ANCHORAGE STYLLL BE AS NfM10Nm IN B.,) AND IN 0.2)• Ni ORDER TOVERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE OVER SSA. K NOT STRESSED. J3X ,NCNFASE IN ALLOWABLE STRESS FOR WINO LOADS WAS MRUSED NC THEIR ANALI!SIS, FASTENERS SPACING TO WOW HASBEEN tIE'tEt]MItKO M ACCORDANCE WITH N.D.S. 2015 - (C) ANCHORS SHALL BE MSTAI,rn FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S YaNUFAt'itNtER. STDRIa PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE YEAS BEEN VERKKD ON ACCORDANCE WRT1+ SECTION t82e OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAS-207, 15 R SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY T1# SOUNDNESS OF THE STRUCTURE WHERE SHUt7ER TAS-202 AND 7A5-203, IS TO BE ATTACHED 10 INSURE PROPER ANCHORAGE- THIS SHUTTER SIiMl ONLY BE ATTACHED TO CONCRETE, fR.001L 2. THIS SYSTEM HASKENDESIGNED TO BE N+sraLED ON flK. OUTSIDE of THE ol>Er.'R; ACCESSING THE OPENING FROMTHE OR WOOD FRAMEINSIDE BUILDINGS. W/O THE USE of A uoDcx OR urt. THIS APPLICATION Is VALID WHEN INSTALLATION IS. INTENDED TO of PERFORMED 12. THE uvSuuArgN cavtwlctoR Is >a SEAL/ aJ- sHvrrrm caur foots wwcH afYnRN IN conrlNuous FROM 11H INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING t0 PREVENT WIND/RNN Nt7RU5lON. CAULK AND SEAL SHUTTER TRACKS ALL. AROUND HULL LENGTH. J. SERIES 1000 INSTALLATIONK APPLICALµE TO SINGLE MO DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION ?5 REQUIRED Ta SK PERFORMED FROM THE e♦SiDE OF STRUCTURE 13. STORM PANEL INSTALLATION SHaL COMPLY «T(H SPECS INDICATED IN THIS DRAWING PLUS ANY Bu1LlXNC AND 20NNNO A. SERIES 2000 INSTALLATIONISAPPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORRONTA: SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED B'/ THE JURISDICTION WHERE PERMIT IS APPLIED T0. iiSlAIUiT10N K REQUIRED TO 8E PERFORMED FROM THE INSIDE OF STRUCRNK, t,. ATRARA WigOWS AND lHX)gs, RIG. E - 2 NANO STORM PANEL SYSTEM- K PAOe11i PfiDeA. 3- ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) /5 (n) THIS PRODUCT [VALUATION DOCUAIEM (PE.O.) PREPARED BY THIS ENGINEER IS GEa1ER,C AnA ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; l.f. VRLEAE THE SHE CONDITIONS DEVIATE FROM THE P_E0. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNAIL HAVE 31pS-Hta ALLOY- (b) CONTACTOR TO K gESPOtN5t9lf FOR THE SElECT01I, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY of 7. ALL STEEL 511fET META PANELS SHALL HAVE STRUCTURAL W7AU1Y STEEL., ASTM A-65J GPAOF 50 ltin., GawM67m STEEL INK PRODUCT BASED ON THIS P.E.D. FRONDED NC/SNf DOES rpt DEVN7T: FROM THE CONDFDCAK Of FAILED ON DESIGNATION W/Fy- 56.3 Hsi (AFTER ROLLED). MK DOCUMENT C.fNtSiRUC11DN SAFETY AT 97E IS THE CONTRACTOR'S TKSPON516,LI1Y. e. ALL SCREWS TO BE STAINLESS 57fE1 Sihl OR 376 N51 SERIES OR CORRD"a10H R1315TAM CtYyTED CARBON STEEL AS PER DIN (o) THIS PRODUCT EVKWTKA/ OC1Cl1YENT WILL BE CQT15R7ERED INVALID K MODIFIED. 5001e W/ 50 bi YIELD STRENGTH AND 40 hi TENSILE STRENGTH k SHALL COMPLY W/ FLORIN BUILDING CODE SECnON 2417.3.3., (d) 511E SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 5. BOLTS TO 8E ASTM A-707 GALVANIZED STEEL, OR NSt 304 SERIFS STAINLESS SLEET Br*H Je kE+ µR/fMUM TTE].D STRENGI'FI. BECOME THE ENOiNEEq OF RECORD tE.O.q.j FOR THE PROJECT AND WHO WKl BE RESPONSIBLE FOR THE PROPER USEOF THE P.E.O. ENGINEER OF RECORD. ACTING AS DELEGATED ENGINEER TO THE P.ED. ENG,NEER, SHALL AFOR t0. ANCC,DRS TO WALL SNAIL. BE AS FOLLDWS:� 70 iH15 LATTER THE SITE SPECIFIC DRAWINGS RMk1Y (y TO fYlctw=. pptt`y^_;.VCp�• (Y) THIS PE.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4"e TAPCON ANCHORS AS MANUFACTURED BY IT. W.. BULDEX, INC. (MIN, Ye-3192 RECORD THAT PREPARED 0 - 1/4" • X 7/e" CALK-W ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN• /'e-3000 9s.i.) ?9. STORM PANEL MANUFACTURER 'S LABEL SHALL BE LOCATED ON A RPWILY VISItAE LOCATION At STORM PANEL IN - j,a-ID PANELµATE F1:AlALf r0 d PANELSNTE PLUS ANCHORS, AS MANUFACTURED 13Y ELCO CONSTRUCTgN PRODUCTS. ACCORDANCE "TM SECTION /709.e.3 OF FLORIDA BUILDING CODE. ONE LABEL SHNl BE PLACED FUR EVERY OPENING. P,Y.i) IABEL1Na TO COMPLY WITH SECTION 1709 e2 OF THE FLORIDA BUILDING COI 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE ? 3/4' AND 2' FOR PANELIAATE i'EAMIE ID k PANEIMATE PLUS. AY) MINIMUM EMBEDMENT OF t/,h Y 7/8' CALK -IN ANCHORS t.7«LL BE K 7/6• INTO CONCRETE. NO EMBEOYE/R WR1 ANY F1N1SH MATERIAL. SHALL ■PERMITTED. tµ' rsa SS SIDEWALK BOLTS USED SHALL BE LONG fN0U6H(SIHOULD ANY FINISH MATERIAL Ex157'J TO ChCACE 3/+• INTO ANCHORS. lxl A.3} IN CASE THAT PRECAST STONE: PRECAST CONCRETE PANY13, OR PAVERS 9E TOUNO ON 'K' :rff ExONG Mal OR ••• • FLOOR, ANC110R3 SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BETTING SUCH PANELS. ANCHORAGE SHALL yCENS�.'•;'� BE AS MEN!WED IN AND IN A2) _j,INTO POURED CONCRETE OR CONCRETE BLOCK oa,OWtc �p1gp WOOF� a d. �.Ya�IW/fI �`7P m"J""° �"Y"'°'°" ,--Ep----ca-. � LaNaEN-� ;, � I I ,XKL�enniYiY d - I 1 19 r lNf SNFE, mm I � I I W�Y� 39 f � 96PAaalP1.1 � /a_ � 10 WAS ! «aEOWlM INUY,e,:,Op A•yy�y"/ e 1 10 6A65. Me Mh N t ` ! t U.[N'F O,KItl.AP i �1 F"IN i �^ r , N 1 1 � �NYt•,Y Yt� I •WUAee 1 1 « MEN wulWn�.--z-,r-.,.�... t"r a tny-sYtafr E. EO *WINDOW i tr•wmaVr ..s _ ,W fo+r+cn A,NANI« fWM�i a�It H.W «atII � _ «A O7tLNeOa1 SECTKkI i O ' seaE 3/e-t• FT mR TO CER_a±L3 MOH.INTI►±IS aW1'. BUIlA-OUT MOUNTiN6 INC. scN.E 3/e-,• 8 $EC1i0I'i 3` A"tSEIII?1'i +�T t2lllOaslti � �U SGYE 3J0-f' SCALE 3JMf' x 111 © E% SPECaGOOyM A<AWFY[i(L¢ FM � VY d Wf (}gJ@a WP K FEy,L AS NIp�INiNNN., c • f tD EOM+ttt10At TR 1RW13 {77 pt �.p�.C{�R A' 4 ���� At reTMupN T,K NIQ, m. �•TP�••.''`f•C(.- •. �'� 8 , L•V t.JF.^SCw �•�' p No. 44167 •' � FLORIDA Buua►Fc cooE e w LmWia w Mn NOV III sun AL^11.V "`sM`i'`T'°N' STATE OF 20 BAWL CALVANGTD STEE • L3Gi � � � • F -�j�� .PIDETNr11• `�>�5 �>�E o" •- 'w. ' AT-ot�' I L EGO ...• PROTECTION -- - - - s �--.- vsfYy,• I,IAte NN tW r h'P-Efd/v Hurricane oc. U C L C O U O U '�'^ LLI Q = Z Z Q J SHEET N0. IS 1.2 SECTKkI i O ' seaE 3/e-t• FT mR TO CER_a±L3 MOH.INTI►±IS aW1'. BUIlA-OUT MOUNTiN6 INC. scN.E 3/e-,• 8 $EC1i0I'i 3` A"tSEIII?1'i +�T t2lllOaslti � �U SGYE 3J0-f' SCALE 3JMf' x 111 © E% SPECaGOOyM A<AWFY[i(L¢ FM � VY d Wf (}gJ@a WP K FEy,L AS NIp�INiNNN., c • f tD EOM+ttt10At TR 1RW13 {77 pt �.p�.C{�R A' 4 ���� At reTMupN T,K NIQ, m. �•TP�••.''`f•C(.- •. �'� 8 , L•V t.JF.^SCw �•�' p No. 44167 •' � FLORIDA Buua►Fc cooE e w LmWia w Mn NOV III sun AL^11.V "`sM`i'`T'°N' STATE OF 20 BAWL CALVANGTD STEE • L3Gi � � � • F -�j�� .PIDETNr11• `�>�5 �>�E o" •- 'w. ' AT-ot�' I L EGO ...• PROTECTION -- - - - �--.- vsfYy,• I,IAte NN tW r h'P-Efd/v Hurricane oc. O U O U '�'^ LLI Q = Z Z Q J SHEET N0. IS 1.2 ■{I.NI -. , 1 -.- AA wajN .,L_L; � __. . .L.. _ ..y; •.�„J1�11���1.71�' MNItA-- N_•�-4i __-.I ;.t_ _ _ _ _ - _ __ __- _ - . 1 , _�11Liia�ilr,INr■tI �Li - - ... ., ... yu. _. -� ,. �. Y ILW.. r.... _ ee-.. I .-�.-._. ��.�'.L_.:.a, : NII IIJ: -:t D 1-i A ,kItr, i,,}.�7 . 1 . ,I+ > 1 2+I, ,>f.+ 4, U,+,+ 10,1;+ 4? "f" a•.. I , xa MAXIMUM AS.D. MP4. n. ro TINo Wa,r.) Asa¢ TO IXAPS bn,Ox .66.0. -7" TO' OR LESS 2 9/18' BONITO • t', 2'. Y. IYI, 2'W63W .06.0. -75,3 70. OR LESS I 2 ve- I BOL1Eo • a' • .1 1[ $�/F& BCT1Dy OF" r "INWN, AT o Me" IS •Wf W PAIL D'"'T" V is 11.. _ •',; •j ,i4, ,L , ' 1 ..t:,A , r ,Ni 1 . ,r• 9 . ,14 „y;141 •:M, '11: Hill ,I>- \ a5,0. M WAWA ANCHORS VAOWG FOR E. 9.. 3 '/P. - APPLICABLE TO SECTIONS If R 1NEM MAGNUM PANEL LENGTH v (a) PRESSURE RATING) TAPCONB CALAII -, TANELLNTE FEAWE 0 1 TO CONCRETETo CONCRETE To Commit:70 CON6WtTEZ�m TG ComaRm to 12' N/A 12• N/A 1 12' N/A 12- N/A I 1' 6 2' (TON) Yl• 3'4 to' 3' 5• 4. 5• 4' t' �)+ 12" 3• 12' S• B• 8• e" r v (BOTTOM) SERIES 1 +. N/A N/A N/A N/A N/A N/A 12 1/2- )1• 2' (BOTTOM) 70' OR LESS 7_ N/A 6 1/2- N/A 4 1/2- N/A I 4 1/2' N/A 3' (TOP) 17, N/A 12• N/A 9 1/2- N/A 9 1/2' N/A 3' (Bottom) 12- N/A 11' M/A iT• N/A 12• N/A 4' (TOP) 12' e• 12' 9 1/2' 12 it' 12- 'I' 4- (BOTTOM) w LIMITED, TO 116.0 IT.J. AS.D. DESIGN PRESSURE RATING. r SEE SHEET 26 FOR ANCHb16 TYPE 6 SPICING FOR WSTALATgNS KID TSWo rmw BUILDING, ~1M ANCHOR SFWpN05 AND W&IRVM EDGE DISTANCE AN 0000 G ON INS Sbl®IAL FOR E.D. TEA THAN INDICATED ON SbtED•ULE ROUM ANCHOR SPACING G BY MULTIPLYING SPACING ON LE CI THE FOLLOWING FACTOR$, FOR net OPERATION TO BE OM NOW) SPACING DEMAND) LOW FACTORS NOT LESS THAN LWHMAJU SPACING INDICATED FOR EACH ANCHOR TYPE A ANGORS LEGEND AMCM 1,9E - t/4'e YMCA/ 1NY PN. r 1/s 1/4Y 0 ;,NmI . F4•IIGLIsewaoSo.) 3332,/a"Poe, C•Arfr1• W w.wr low, Lk) 20. 373 3"N'NC.A 3 3 ,/2 - 3,N 4 i4 9N1O$ RIGOR I I/2" 36 - - 7 1/9' - tt SI ,m - I 1 + REQUIRES WA. GSTANDE BETWEEN BOTTOM,/2 OM OF PAtEI 1 AAMTOBE.: 1/2* 1 1 ++ Rmum Max. owANCE BETWEEN BOTTOM OF PANEL � MID 0 ,O BE: 31ir :3/1- 1_ �n�IPONENTS FOR REGUL, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 _. _.... __15.125• (TOTAL WIDTH) - -- -_ ___--_.. _. -- _..-_ -.. - -----2.IW - - --._. —12,500• (EFFECINE MOTH) - . __. _ _.—_ : I-...193• I CL------ - -8 1/4• (IYP,)--._ ... ; _. .,.2. ,11N'� ,; -} 'Ijp* _. 1.300'..-- - 1.350 1.300• 100" N .. I- .0116* ,0• t 1_.---- NMD' oee• N d I h , 3.375' (V ' i HEMMED GALWWMED STET 1`•^ � ' ✓'<� ; LOBO' ... OB4• 1.67t' -"-I'T 1 EDGE s A6S3 TYP.j .GPWE W MNREAI •IDAMED. • .ALES260- 5'0- 011Y.2z6D EDGE_ DETAIL A iis• H I p STORM PANEL - 1.350' r-__,-1.350•- WAX 1_ +- _-._ 2.000' _-T PANELS SMALL aE 967ALED IL•%V$ FROM a" TO RIGHT W/ 1/2' LED AT END AT LEFT SIDE of PAND. ", ` PAAYl'S END UP� I11 � _ •/ HrMum l9GE l'/ SOLOS' - AW Wi /�j/� __Ur200* - . 2.591------- C - -- /J// - - HEyNEp 1 r 2.250' / ' - - j! lSOMETRM VIEW. DETAIL A 1-_ 1 .:.. zDo +I 1 _79 ROUNDED CORNER O ENDS OF PANEL'S 1 t33? ot R - �` .�• END UP W/ HEMMED EDGE. - r--2.378' (N,TS) 3,750' 072' 2.506' I'--- I 09, ` 111. 1 (TIN.) - I I 1 O KEY HOLE WASHER 3105-H154 ALUM ALLOY - 7,124' _ .T�-- SLEEVE Z 1 j$N I-_ t.250• .375` `) I . -I WAX, LIENZIN 2.000-. -- z. L _ _193` - _-2,S4a' i '.. -._ .-, 1-.118` / 1 ` (Np), (2 REV. "H" HEADER O "U" HEADER t _ . ,__ --_11 MN +o 5• Max. -- MAIL SL��E��EA�E�V�Pyt.}�L LENGTH 0 3. 74• LENGTH -- ..SB4i--•. 081-N ALLOY LNNN//NINE a\"'rGq A. Tk N - _1- - J -.200• ,,��a. C A : vCENS' 3/r .656 _ �qo 470E -- a275 wR-r;- $ L -- ' '. 1.671- - --' T - / 2.000' N i 9 'P Ltpn' r-- + MIN 11 : No. 4418 T j 1 _) i' 12J' 'a,. ,• --ARE 1 (Pp r .DB6- : 1 S0T ! _ 1.- .�1 R ? -Q•• STALE OF '•._. 2A00'----- L _ N .L --- SEE SECTIONS ...._ �",/,71' 13 BUILD -OUT TRACK ANGLE "F" (4 BUILD-= NF• TRACK @ ,k � IItl15i1f,ItEQ,"WINONUT (7AMAC 3 ALL lr) P.0 SEA/•aNnwONE __2.3Br-- -- 20 "HAT HEADER ® "F" TRACK TYP. TOP rm 1 OF PMIEL 375` P�" "Ma- 1... l - lB-- --- . sum- 7" prnq•>_ rwEl L. .. .fi25' .375 ' (...-,...T.: TYP BOTTOM - EDGE OF PANEL © KEY HOLE AT PANEL - 75D" - HMrr can• 1/4-0•20d/4• - .750' - SJi SIM RNEM 1 ,o ANGLE • d 1/4• .125' -� 011- - (MAY IK RAERSEp) !. . 1 1.500' .-f- L "'e l t } - soD •) ) L t*YP (� ,L, I 07iI1, rm, 0.024' (MIT.) WLVANIZED STEEL T , I 1 OJISY- , Tt az50'f I __I 1S OR® -125' AMU a13" .SEE SHEET 6 FOR ADDITIONAL LMTARIAM IF WIVE � 6 , I•. - - 12s• N _. ONLY RAID FOR INSTALLATIONS 000 (iYP.) WOOD MIXTURES N w Imo•_ 37W' I.OflO R -ter I :.750• 25D' 1_ i (-•) -. LOGO-- --- U. 1 11 "J" TRACK 1© PANEL HANGER �L (1 1/4" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL { SYSTEM) 6O63-T6 ALE. ALLOY Hurrioens INSTALLATION DETAILS FOR SERF 2000 & 1 000 -E-Z HANG STORM PANEL 11 INTO EX15TING WOOD STRUCTURES 'N*f LAC SCREWS O d' at; W/ _ . ... `. r MM , , TteiFjOED PDKnVC00R "' I ( . a:+' woop ' 1/a'f LAG SCREIYS . !• O-C W/ J,' 70 EX+$7WNC WV00 ,SAOfR. ` IEOlXrA'.p ,/Ni La 1I'4EM•5 9 6' O.E W/ �' t ,EXM NC THREADED 11C PfN(TRAt16H ,! FLAT OR ON EMLE 1 12' W THREAD© PEAVRATNIN ' +D £Xf3RNG woos IENHER. Tn EXmWa waoo ,EAaen. {CMiL h4, M' 3.Ns. I j _ • G. END a (� : i , I , 4•.-2oWD •" us 1 [t 4 ,' �L L•onl. S.M S. Ca.0 / 4 f W 7 d'a3 8 / Y w D t � 1 c Q S 0 iAmr E In Lj. NHL+ { } l 4 ax ::i , 4' 7 • w N. LAG w I s s • >' oL I. sDRErs f 4 P F • FA. EMY q f / 20,3J U+^r ' FT': ' 1i `1 - L 1 - - HTM Y.S. W/.7/6'w3/Sr .: -! , ._1 7 Oi1,W. 1/2. 8 �.' I AIG r1T EfII,bTIMG w110D MEAGER ! .-.-. WIND , 3 MwYDDwMItINN LA BLOW) .! I -___ --. CVSR'1 TMPJ ! (SE ,RTAK I/2+ e I _ 3/16" A,Wrr- POP RR4'r L Cmlpft,L� T-' __Nln!_-1wLgL - s Ew ENO LY p . r, b S cal, j s V� EASE I REEOIARED R Pj E ($£ /#iNL ./94 h I -i� J � ,A L_ mow) - w00G "CAM RECUIRO ! , L 7 9 I6• N,t - 1/4' 5 I .'f- 1' r 2 9j, d• MM. € IkNH W 3j M��I / ` SEPMAPOk r i/a'f^ J2C'9�3f4' _ 10 CLAS1/8-bl/37• M� ;Q NCh • ! - ,9 CLASS wP C WHIT efx3/3T CI'.R,' OK&M 9 12' O.0 1 ` I 7 ! 6 YN1 � )'' EYt1T OIER,/R 5 X SEP/AR PION ,- I 1N"4-10,3/i - TO GLASS ,/s'raOx3/\' j-_ , -. _ _. I 2 SSE! 16' Itor — wM Mtf if 'X 7 fr".3 q, ) 4', TO GLASS. + Evve, OVERLAP d ) FIERY VOE94AF I I �� ,. _.,. - _ I ., I _ £ I ! i MM r ' I I ttff 1 •'+-2:7,J 4• MS.. H 3 LPAt '^ o / i a { w�Nc NDr I • ,2' oc 1 �I I I 1, - 1 4Y- 4• W% W ,/4'•-AMLMSTE FDwtF m 6 R P ' 32 • N� ANERAATE PLUS 2 / b • 1^ -_- �.. 1 . - _ _ 1//s A-�Ox3/4- MS. I f-2 I' 7/6` 12n TNIEAOED -j NOTE ,A DELOP) PENETatT.1" - I -) ! W/ 7 B 0,3/31' MbIG 12 1/2' OC y ._ _) I • / fN • i' 1/4Y Y.ICWS • S' OL. NAG wl �5a - NIR W NSEE +.i2` - TxI,EADEO PENiTM710N 9 _WO. Dsf Y i / s-)0,3/4• 5 w, .. OOD WEGURED Ng1E A W19) OF MAW AT #MACS 2000 ny t( WDWW,N F IR ON EDGE - Di. 1TAW� 4' i ( (2) ffN4-w rANELLIAIE Plus rr/ THUYLSCREW { aoT ,A (ELaw) !� 6JJ+�-TOWS/4• M3. w1 7/I'r43f3^.• 7/b' Art PENETRATION • ,W •F� w,1rG NTT a 1'r (4 WALL I/4•f VL SCREWS • 6. OC W/ - ,/4'f tM 9'7EW5. 41 6' O.C. w/ -T, H'. \FN (2) 2i4• -1 DAM,. ! I/i' MMn THREADED Pf#IE1RlTXN 6 , II rW ' , tit` M., IYYWMEO PC I, WOOD PLATE RR.aHsen ALTERNATIVE 2r'W woo PULE REowEo . MOWDrIe Of PUCE FLAT OR OR EDGY _ M" WOUNJIN INSTALLATION SCALE 1/4'-1' Min. T`N' 1Y000 RAT ORON[3)OE - ,,� Purz neGwr+ED FLar WING tiPg�lw►*! ,1'ra( I�lIeLL llIlttd SCALE ,n•-,• FL= TO CEILING MOUNTLNG 1. AISTALUkrOM5 ARE NOTE., FOR SURDWIM WITH APOSIT _ _ jj ALTERNATIVE 41•W ei VALID 'tN II ySl✓ r 3CL1,E ,/4._7. UP 70 LENGTH UP ,BE . N. MOOD MEMBERSANEL'S o AA £R,.... �G/to 2 FOR i'EVt6lYOOD FRAME 10 56lJNHERN . - PINE f 7. W/ SPECIFIC Dorm OF 0.55 OR EQUAL ' 1 •' 9 -T+g - �4! V\DENS _ `a iLORtDA BUILDING CODE Ni h V4NIDc(t Hurr(cora ZonrNo, 4 S A2aa0 `Xmm PK. SDP9.R Ar„X,is1 * _ *=20 GAGE GALVANIZED STEEL STORM PANEL•p �•w. Iiksw— (D 9R(3) Al84 0 ON A9(r0 IEAPLIN a1N.LAT,CN TYPE aN iFIEE1 z7 RECORD " GLOBAL PROTECTION PRODUCT'S. LLC, "/Oct, O := c� ,, STA OF �,- SCOTs€cOMBINtoWANY1 '., f/D Dp �r� f-jacam: AL ME HEADER ." -,, 31 sum e30 rA Fen ., .. >r ,rr., N0106 R a,r wmu[. 20- 7 76 A ANCHOQ LOCAIXHI 4y S/'.....ER�I (a )Ws -i3 61 u:� (.%)Mw-en7 QN L j 1� tea, : w n,.,MW F. , aR m_,M, WAY TO SUIT ANY NSTALUIgII. Soy,[ 1/4' r 1' Y+[NNItNI 1LEw`-PF Cti60Pd719 w, r 4w. NMxwID ,b. wR SGl/• M,T,M(j2 NOTE 51d `1CR r•AC%3 RDY iNOWN TOR CIIW4/Y ,RANTER A LTUO ., l7 1• MWF b a M SINGL9 PANELSQ 011111131111110100 AT TOP OR 10MM NRTN 7T9ACK5 L27 OR (6t ,9 MAXIMUM PANEL LENGTH "L+" OR %-" (H.) 0 MAXIMUM A.SD. DESIGN PRESSURE RATIND (P.e3,) C. or -) CONCRETE 6 WOOD RV5fAL1ATDNS t L+ L. saa r2'-W H2-0 210 rs'-o• W-a' 300 -we— ;-a-f- 3SD FO'-10' Mob' 4aa ro r7, 9•-4- 430 9 -0 a -9 _ _-. Sao _. 9 f _ B 4.6 sso 6ET , _ s r a -a Y 7' e 3 _ ..___B.iD a a'_. _ Y 4- _. J6 73.0 Y-3- Po' Sao 7-2' 6-7' f o 7-0- -6-a' say 6'-9' 6'-Z' 930 _ 6-Y' 6= O' -_ FOOT 6'-3' 7-1 r- ras.1 6'-)- 3'-9r rIr rtr3o9sa0 -- _ 3'-' s'-5 >Ti:71- SCE �T /4, 3/4. 4/5, 5/5 III 5/5 ►1W/6, 2W/6, 3W/7 &4W/7 1' WWI., 0 6 -- — - - _4J, (- T -, - - i - 14 1._�r�-�_-_.r T1--r'r' .r-T-'T-�-r-r-r--T-r -L-T1 r� DIRECT MOUNTED Al EACH MD•I MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 MAXMUM AS.O. PRESSURE IGRATNG (P-0 (+ +w -) CONCRETE 6 WIND NSTALLAPIONS t L• I L- 10,0 r4'-4' IJ•-0• no 02'-to' ti'-r Saa II--,r to,-)' J3.0 10•-so• d'-9' 4" 9'-6' 9'-2• M,0 ,.-I. 6•-r sa0 -- e r 6'. a - - 330 _, a J• 7 -y-- Oa0 d'-O 7-Ss _ --'7010 Y-s• 6'-PLY 73,0 7'-2- 6 SOLD 7'-0' d-i' eiD 7-0, I -,I- 990 6'-9- --;7-1 • 930 a'-T 3•-PO' TWO d'-J' s—r nleo 6'-3• - 3'-4- I Pao -_. 3--T I r3.0 - 4'-f0• T r9.6 4'-e- MNMLM SEPARATION TO GLASS S,AEDUILE MAXIMUM PANEL LENGTH WIND SRFID 4 170 mq.N WIND SPEED > 170 m.P.h (In) womsTDNiES 1 RmrRNNEO l#RRESIRNIED RESTRAINED 30 OR LESS I. 1' B- 6 1/4• >33 TO to 1' I. 7 t/2' I 7 1/2- >90 TD 145 1" I. 7 1/2 7 1/2' >146 To 1103 1. in - L"UHL1111A PANrl I CMrffU ftnl CAP A MWM 1IMIJI LNG CANDfTIAN - -: TOP BDl`TOAi DIRECT •N' MOUNT HEADER -v HEADER 13"', 5' NoDEL -r TMCK Y' TR4CK AfIGLt W MUE 9snL TRAM rYMt/�ygRDp4EEa CL091RE5 - DIRECT MOUNT 4r _ 32, 3r 1 W S3• 1. 1. 4 15`%1.5• STUD ANGLE 36' 1. 32' 1 32• a2• 38' 1 W: E -' TRAOX 55` 3r 32' 42• 67' So. So' t rr . AMAX SO' 1. s2' 3r Go- 56• Sr/ Sr 32- 12• 1 3B• j W s6• I 56• 2/4 3' , 1` TON-� - ANCHORS (SEE SC EDULE ON . -_. ___ SHEETS f, to 6II)-._...._______ _. .- 1 i i I i I, I 1 1 I I I 1 I r, , -_. -i �1- i - -1A-­­-- - I ,` �_ _--_._. _ _._.. �..__.r.. I I r } - i - I i _� - I-r I I €{{ I _ �_t _) Ifi�1 ! 4 � ' �{{{{j � BOLTED PANELS w/ 1 M-2QX 1' t I I !(SEE SECTIONS S I ` r -i I I . , I.'.-.. -1s. M.S. WLT W/ d0 EA WERU, 1 APPLICABLE) I 1 (SEE SECTIONS AS APPLCABLE) I II Irl i1 L i� I a I I III 11II W I r II II I II I i If € I I I i I ' i l � � 0 0 0' o' o r __ _ 3' YMt @O 1 3 MAx i/4, 3/4, 4/5, 5/5 h 8j5'• LI"' 2j4 iWj6, 2W/6, 3W/7 s 4W/7 L - .. -.. -.—.--ANGRNRS (SEE. SCHEDULE ON SHEETS 9, to at I)._ _ _ __ .__-, REGULAR SjQRM PANEL In ELEVATION N.T-S. i/4' ^Mee- GAP tar' ',. � E (MARL omk! -, toz YWLLEY) I , /1' �" 'GAP r1 `) SECTION A -A -IJ N.T,S. D(1) L+: MAXIMUM ALLOWABLE PANEL LE16TH FOR A GIVEN POSiRE ,LSA DESIGN LOAD, L-: LIRE AUAW AE PANEL. LENGTH FOR A OVEN NEGATIVE ASD. OESKIN LOW. (2) PROCUKAE TO DE7DUWC "SKIM FWNEL LEND" GIVEN A POSITIVE ASD. DESIGN LOW, DEIEINME MAXIM PANEL LENGTH la' FROM SCAEDLAE GIVEN A NEGATIVE AS'D. 111810E LOW, DETERMINE MAXIMM MIRKL LENGTH 'S= FROM SCHUALL FINAL MAXIMUM &U NA».E Pon LOW" 1s EQUAL M THE Hamm DETERMINED PANEL Loom RTW6'EN 1+' AND 1-'. (3) SEE SCED&P E BELOW FOR AWN. RAVEL LENGTH FOR POROSITY QUAN1GONM. t OVAUAT04 000 WOOD ARE UNITED ro Y 95 W MAX ALSO. DESIGN PRESSURE RATING SPACER W 6 USED. 0. 4418] I D ILTEeo M. *' *% TAlEOF -- IL ECO 24 GAGE GALVANIZED STEEL STORM PANEL I V.P. OWN BY .OBAL PROTECTION PRODUCTS. LLC 07/:r 20-f7S •MW11a Fix ewcn.373,• PHONE (s6)M-7bw 7A; D9WWiers-els] .. - I. - I GENERAL NQTE5 n bt wr ,F„Es", 96Prn i_Z f1AM6 ETDeW •w/sMew (C) TD_=V. WALAVS&— SELC1E rRAi1nj- - b Ri iw; 1. STORtA PANEL SHOWN ON TH$ FROOUCT EVALUATDN DomMaMENT (PEG.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/.'P TAPCON ANCHORS, AS MANUFACTURED BY I T,W, 9ULDEX, INC WIN THE 2020 (70! EDITION) Or THE FLbR111A BU DM CODE THIS STORM PANEL. SHRILL NOT N INSTALLED AT HIGH - f14-10 PANELMATE FEMALE ID AND PAINELMAIE. PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 2 VELOCITY HURRICANE ZONES (M-AAUE / BROSAD COUNTIES) - i/4'• LAG SCREWS PER NXA. WWI PER SECTOR N P F A BA:.IC WIND SPEED WRRP SHOAL BE BYO OF rcg ABOVE M, MiONED CODE OR - 1/,6Y + 5/e• WOW BUSHING. !U D,5rRiBU,ED e'I Ml POINT SCREW. 90(.T A SPECIALTY G0 SPEED AS iR>:OUIEO 1BY THE JUNLSOHC'1RNN WHERE STORM PANEL WILL BE INSTALLED, A17D FOR A alEl)TIoNaJIr FACTOR REQUIRED ITION H EL K : -1 % THE A A. TI INDICATED 1 - T I 1 / ' ' F' P . USING ASC { )) FADED ON CI1(XIS SIMI,.t E . 2 E OTN E 7 8 AND SHALL NO EXCEED E MAXIMUM s DESIGN PRESSURE RA TUGS ON SHEETS C TLM PENETRATION INTO WOOD O" TAPC AN r 8 7 AND COT ftt:4 ANELIMT PLUS 3 9 / 6 / / PAN FEMALE D. TIHRAI 2 T B AND ELMALE . AND PA Ni v 7- I r 1 ORDER TO VER1Rr THE ABOVE CON01TiCN, ULTIMATE DESIGN WIND LOADS OETERMtNED PER ASCE 6 SMALL � F1R5 KOO= TO &S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY D6 IN DRUM TO COMPARE THESE W/ MAX (A.50.) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOS FRAME UNT SMALL BE 1 1/2' NO THREADED DESIGN PRESSURE RATING'S INDICATED ON SHEETS 3, 9 tHRU t2 6 17. 18, PENETRATION INTO STUCCO SHAD SE CONSIDERED AS PART OF THE REOdNED MREADcM PENETRATION. HORS CHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED, A 33R INCREASE *4 LE ALLOWAB IN ORDER TO VERIFY ANC STRESS FOR WIND LOAM WAS fin USED IN THEIR ANALYSIS FASTENERS SPICING TO WOOD HAS BEEN DETERMINED IN CA) WNAKAA EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.q,S. 20t6 STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEROTIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION Of WOW BUSHING SHALL BE 5/8", t/4• 0-20 SCREWS USED SK441 BE 1 1/2- LONG MINIMUM SHOULD 1ST AND 1" MASN WALLS WITH STUCCO IHOu STUCCO EX lM FOR ALL5 ND UCCO F SOUTH ,a. 1 1 AN t9. -09 THE ABOVE MENTIONED CODE AS PER AI.E78CAN TEST LAB O SOU FLORIN REPORTS /OH 0 -0 D fOz 02 AS PER SSTD 12-99 6 ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLO40A RETORT 1112301-10 AS PER G3 IN CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS SC FOUND ON THE EXISTING TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 bF THE -' ) FLORIDA BUILDING CODE WALE, ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN C I), C2) 6 C.4) i, ALL ALUMINUM EXTRUSIONS 10 BE 6063-1. ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 1 (0) ANCHORS SAu BE INSTALLED FOLLOWING ALL OF THE RECOMMEDATION$ AND SPECFK:ATONS LI THE ANCHOR'S MANUFACTURER. 3. ALL ALMINUM SHEET METAL USED AT CLOSURES SHALL HAVE JIQ5-HI4 ALLOY. 8 PANELS MAY ALSO BE INSTN.4ED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 s. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASrM A-03 GRADE 80 MINIMUM. G-60 GALVANIZED TMROWM 5) EXCEP• THAT "CAMPS® 6® SHALL NOT BE USCG. STEEL DMGNATWN W/FY- 92 2 As, (AFTER ROLLED). 9. IT SMALL BE THE RESPONSIBIUN OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5.. ALL SCREWS TO BE STAINLESS STEEL 30A OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON SPELL AS PER ON ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 9LOLDN05. 50015 W/ 50 PIP; YIELD STRENGTH AND 90 Its, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241E 1JA. 10 EACH REGULAR STORM PANEL AM,. LENGTHS OVER W. AS PER SECTIONS 1, 2. 4. S. 6 AND ALTERNATIVES IW, 3W 6 4W ON SHEETS ., 5, 6 6L 7 RESPECTVELY; SHALL HAVE A LEGIBLE AND REAORLY VISIBLE MARKING INSTRUCTING OWNER OR TIDMW TO 6. BOLTS TO BE AWM A-307 GALVANIZED STEEL. OR AISI 504 SERIES S' WMNL 5 STEEL., WITH 36 Hui MINIMUM YIELD SUENDTH SECURE PANELS WTT1 APPLICABLE REINFORCEMENT DURING PERK7Q'3 OF HURRICANE WARNING 7 ANCHORS TO WALL SHNl BE AS FOLLOWS i i. THE INSTALLATION CONTRACTOR IS TO SEN./GAULR ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINO'JLIS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. (4) 1D EXSTNG POURED CONCRETE - t/4•P TApOON WA CHOIRS AS MANUFACII,•REp BY I.T.W, 8121LDE%, INC 4Mi". Ye=J192 p.3a.) 12 570f& PANEL INSTALLATION SHALL COMPLY Wi,. SPECS INDICATED IN THIS DRAWING P!US ANY BOLDN.r, AND COMHC RECUlAT1ONs 7 70 TIED BY THE JlXHSOG DN PERMn s APPLE C. - I/1' • x 7/e• CALK -IN ANCNiOAS, AS MANUFACTURED BY DENALI IK" PROVIDED WHERE D (MI,, dCu3/4' S...0 SET ARC110R5, A5 DISTRIBUTED BY AU POINT <_CrtEW. BOLT 6 SPECIALTY CO 13 (a) THIS PRODUCT EVALWTION DOCUMENT (P.E.DJ PREPARED BY THIS ENGINEER IS GENERIC ARD DOES NOT PROVIDE INFr~TN)N •7000 p,s.i.) FOR A SITE SPECIFIC RROAECT, ,,a, WHERE THE Sin CONDITIONS DEVIATE FROM THE P.E 0 tR 14-t PAN F 6 PANEL1A7E PLUS ANCHORS. MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. / O ELMATE FEMALE D U AS - I/4'6 ZAMAC WAIN ANCHORS, AS MANUFACTURED BY DEWALT, `NC (o) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AMC INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL RR 1 3/4% 2• FOR ELCO PANELNATL AND BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY 13/4' FOR ZAWAC NNLN ANCHORS. (t) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INAUO IF MODIFIED A.2) CALX-N 6 SONIC -`.AT ANCHORS SHALL BE. EMSECICED 7/8- INTO ME POURED CONCRETE. NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 114' 0-20 SCREWS USED SMN1.1 BE 1 1/2• LONG INMUM SHOULD 51=0 EXIST, (0) SITE SPECIFIC PROJECTS SMALL BE PREPARED 07 A FLORIDA REGISTERED ENGINEER OR ARCMITEC• WHICH WILL 9ECWE THE AND i" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR AL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESFIMIGLE FOR THE BUT WIN WING NUrs PROPER USE OF THE P E.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P,E.O ENGINEER, SHALL SUBMT TO 'AS LATTER THE SIM SPECIFIC DRAWINGS FOR RENEW. A-3) IN CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FIXING ON THE EXISTING WALL OR Ft". ANCHORS SMALL BE LONG ENOUGH TO REACH THE MaN STRUCTURE 11E%OND SUCH PANELS (•) THIS P1.0. SMALL. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFE5610M ANCHORAGE SHALL BE AS MENTIONED IN A.1) ANO IN A2). ENGINEER OF RECORD THAT PREPARED IT (B) r0_E2fOINC CONCRETE A1= WALL1&1n-y,_90 W S*KL7TER MANOFACT NEWS GDEL SHALL BE LOCATED ON A READILY AVBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA SOLOING LODE- ONE LABEL - 1/4` r TAPCON ANCHORS AS MANUFACTURED BY I T W SOLOEX, INC. FOR EVERY OPENING LABELING i0 COMPLY WITH SECTION 17099.E OF THE - 1/4' s . 7/B' CALK -IN ANCHORS, AS MA JF04TURED BY OFWALI, INC. FLORIDAFBUILDING I/4'P X 3/4' SOLIO-SEI ANCHORS, AS DISTRRBLITEO BY ALL POET SC3AEY1'. BOLT 6 SPECIALTY CO f14-10 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIXPI114#110,f/4• P ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC Tit j/r9.1) MINIMUM EMBEDMENT OF TAITCON ANCHORS. FLCO PANELMAIES AND zow NAUN ANCHOR. INTO THEEN :W9BLOCK. $ FLORIDA BUILDING CODE Non High WTo6) NurrIcons Zone UNIT SMALL BE 1 1/4• M4,11 B2) CALK -IN 6 SOUD-SET ANCHORS SHALL BE EMBEDDED 7/5' WO THE CONCRETE BLOCK UNIT. NO 'TRTL'144 ] PC wa0 n>Wm' 24 GAGE GALVANIZED STEEL STORM PANEL puet, So STUCCO SHALL. BE PERMITTED. 1/4- W-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULDI�EXIST. * m/1nJmw AND ,• MINIMUM FOR wA1s WITH Ta sTtccD, Ts'$'., STATE L L GLABA4 PROTECTION PRODUCTS. LLC. �.O cIN 4 atE // 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR W000 BOARDS fC FOUR f(DRI 'S.f'7s.`Lv2 ML Y HdCITMP P. eI - // f6 Rr b v WOW, YIRY4. 1HN PM.N, IL P "-,.... 20-175 COSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHND SUCH 'a,. 4(+ x��: w,., U,M Rn-:w FNDK- L9MJSW-73HA IAA, (W4Xa-PAW ANCHORAGE SMALL AS MENTIONED IN B.1) Two IN 82) • - r..r M AAW6 x IS/QNiN ` ;% P.E MAI/SoPoRR/DAtE CA-Dmw119 � N/llllfll. n Y „-r WL/Q A TLtP R., PF. •HIT t d ,d INSTALLATION DETAILS FOR REGULAR PANEL d) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -_..DSISTING POURED CONCRETE _ G POURED CONCRETE OORR CONCRETE 9LOCN OR coNCR[FE 9.oCK b RECUIREO r". REOUM. 11 CONCRETE AmCwORS r �. CONCRETE ANCHORS ? r .._ F i (SEE SCHEDULE ON ^ (SEE SCHEDULE ON SHEETS 9 THROUGH 10) r - ' 7 ' SHEETS 9 THROUGH to) :., 5� r CONCH POURED �:J '"✓ _I , CONCRETE 9LOCIC - _../^ii T/4Y-wor !-- _ I REQUIRED `Jf ARM •1n tr .._.._._.- _ __- e r .MAX:, ._ _.. _.-.. H CONCRETE ANCHORS ', / / I 1 I (SEE SCHEDULE oN 1 S MEETS /: ? 9,IHROUGI TO ) EC 1 ED , I _ ( �, i - 1 1 r..r✓,.., E i %s' ..: 1 .rii r. 1 1 7�1 1._. 1.6n.- - -- 1. _- Si Bars w N., SEP oN ,'T— -b M,6O,eR]d•' ED .. I SEPARATION «� y GLASS,/ -ll i 1 E%RSRNO (SEE sG+EDutE 1 W�RIH�`rw�Y�N I _ , r SEE SCHEDULE, + SNEE-T CtA55 i ON SHEET S) D PANEL LENGTH 0 OR 3) 1 I E/RR: 'SEPARATION I 1• MeP. v SEE SCHEDULE I I"Ll Not-To 1 (SIN P o I E GLASS 1 SHEET 7) 9 1 PANEL LENGTH CONCRETE ANCHOR I_ _. 1 9 l _ - E I R LENGTH-1(SEE SCI,EE'{OULE + ( SCAfEIXlLE (SEE SCHEDULE { oN sNn » oN SHEET J) A: �, _ ___L...._. (SEE SCHEDULE ON I I I1. � p SHEETS 9 T H I MRWo I � ON SHEET 3) ; - t T Cl) R S1X1 ✓ I OF l` GIA55��"�9 1 l.'✓ �. EIDSTNG� 1 CLA55 R I 1 PF-�29.r• r I OF 1" (� ± - T..% 1.11s��e1I NNM Wrs MAX, EO .; , s gr 1 . •rF3l e s ,/Y ac I wRV• ( 3 1 I ED ( -} .) EO .f j E.D.N J-11 i+rr R-7 I f ) : .. I, EXE F! -' I O 1 1/2. O.L' 1 )i " 1 `- T7111tXlWX tR eoBY R1 COIVCRET£ SOCK ) I CONCRETE ANCHORS r ', 1 1 "'/ RECORED. 4 ON r, _ _ J 7 -, `,-iD--EO- tf %OTC. wi w/ Nut _ .- I ..._. (SEEPS 0 11 10) - ,' Mln •- W o O LY WEN soup -" 4 11 JLiTjNNATE 6 CALK -IN F EESTNG POLLED CONCRETE .. F.+ 1FA LOCATION r ;� f. ATE USED 6 W CAP CONCRETE 11= A�a- ALTERNATE CONCRETE . POINTED CONCEPT CONCRETE ANCHORS � ra REg2NE0, ANCHORS OR CONCRER %OPTS REOUMED. SIMUERW W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEET$ 9 THROUGH toy pp+�+�'�'� //ML ryrY����yAIT•r��yL1�/ r�'�A1R1rrS3 BULL L- YALNTING WALL MOUNTING I DIRECT MOUNT SCALE 3/B-,• SCALE 3/8-1' SC.MLE 3/a-,' tp11AINT -1£ CEN :lJ FLORIDA BUILDING CODE (Non High VoloctIvy Hu one Zone 0. 4416T - � WUCOL ec. 24 GAGE GALVANIZED STEEL STORM PANEL �r'T'IN, Non FOR COMBINATION OF SECTIONS: 3 * . * . * s W/a/A7w eD. EDGE DISTANCE D •. STATE OF K—_ I L E C O 1 Ne GLOBAL PROTECTION PRODUCTS. LLC. (SEE SCHEDULE ON TOP 6 BOTTOM MOUNTINGS CAN BE :�Ej'-. f :" 6 .m s.N 51 Inner, M1e 01110 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY P a r .:wI•r R. NHr MIME WL SAn F ... •' `'(T\ 'LTA W:.- : MR N1-1zw . AP : u+ ,-w. P,nTs: (964)♦9-7sa, FAc (.).-WW 20-175 INSTALLATION. 4Wn lQ Moom's Na. .rr1 HrW- - uRAWlA fb I Nnl/ll 1 w90 A j .R, PE, n-,r TR6T 4 Ne ,e f , �^1-'0 ^W W V �O� o N t` Q,. � � N � 0 O C Cu -0 a- O CD U 2. (n O C = � � Fn i U -0 o c. p Q 0 •� c !✓ O L 4a tt_ N y ft .*-v "0 LL _ > 3 �� - Cn 0 � 0 j .�! Q -� -0 � ^, O /^��' W L � V w � W L �•••J Q i � u w .= Q Q .I 0 Cr CxIr -0� '" O To U i `.C-1 a 4 ■I INSTALLATION DETAILS FOR REGULAR PANEL I INSTALLATION DETAILS FOR REGULAR1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - INTO WOOD STRUCTURES T - _ _- _ ,._ _ _ - iNSIALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD ALTERNATE CONCRETE ` -! WOOD ANCHORS 1. 1 PC CA+,S -_SEPARATION Y AVl - - ANCHORS LOCATON I LEG (SEE SCHEDULE ON 1 (SHE scrED1AE 1NY-Etwr' ALtERNTE CONCRETE ANCHORS 'THEE SCHEDULE ON i:` , 4h-lD, 1 1 _ _ _ _ _ (SEES It ANC ONi - EXISTING POURED CONCRL?E.„ SHEETS 9 TMm0416M 10) EXi511NG POURED CONCRETE i'• SHEET 11y I --4)al.z,,,1E11 ON SHEEP 3) I 4•KM 11!a'I EXIT- O 11"---TDGTION - I . - •W • a I/4-ro i.._ _ V� t ' ow BENT AEOUIREO. STRUCTURAL SHEETS 9 Tl•DOGH ,0}., �l7 OR CONCRETE OLD" f - ` -___ _ _-- 1DNLW 00 T.e') .....£0./ �,Ill•TORYpE LOG CONCRETE ANCHORS ! ,, r. 'e, -- ,, '. r ,11 _......___._,..._ _ EXLSTRBi„j J� . - __ PANEL MLENGTH REGISTERED ENGINEER OR tisl +-- - • r Cn �_+ OR CONCRETE BLOCK I i T - a s 1E w REQUIRED. RED' / ( - ) NOR a+Nl BEAM TO BE CERTIFIED BY EXISTING POURED .__ #Yz` / LOGiDIN r' . W�p Z 1 t ADEQUACY OF EXISTING WOOD - I }. CONCRETE R[pMEp ! (SEE SCHEDULE O/ REWIRED r ANCHORS _ ,: 1 p' i �i I (SEE SCHEDULE ARCNTECT PRIOR TO SHUTTER I - IRE1IDE?, r / -<'1 !P, „i _, SHEETS 9 TlWOUGN , ( I ' SHEET 15CAEOUL ON ,{ { 0j A,_ - _ _ �__.,__ ON 5HEER t iOR INSTALLATION. _ , >. , 4Y,• RI w e.w wD ,�.� .r I; 14 „ t'-- _ - r- M'006 ANCNORs UTENNA WOIX3 ANCMgR' 1' Min. - /�% tw %1• •�i '. '` '! '1 :: ... m- ._ i - ._1.4•.,• KA MN4w rEM - ) - { _- ) _t. _ _. 1 I I - SPACER �4 : - _ (sE£ iCHEDULE oN (SEE SCHEDULE ON - _to-. - (p. wR1RX RK 9DIEo M ^' W �:.�. t/4' 1 J¢ @'. t 7k rLaoOl TBI eCA1R DW ! ` 1/2 I/4` t 1/2 !}01 SPACER I OF 1• sFEfT 11) SHEET' 11) - - ;/•-aDW1• SS uS w/ 1M - ��7 /r _ 1 l� - 1/P-2Q1' SS M1 w/ W1 ��r: -MMAX , - _.1 _.' LENGTH 1 4,,,�/ t/2' i 17 1 D.G CONCRETE ANCHORS r „- • ,3 1 WOOD HFME6 f ` t L-. _.CD = 1 TAAX. _ I -. l i (SEE 9CHEDTR,E ON _- -' ,/r - !�. _T_._ _ __ - I 2' i -.t_. .. .... -_ 1 REDUIREO ` . 2 I... 1 EO ;� _ 1 1 _ -,f , ,/2' . _ /7' O.G dR i0 _ <� 1 _ - W040 N - _________._. ___._. __ 1 I SHEETS 9 THROUGH 10) 1 - I ED r%: 1 - Wm. (.'. I I MtnI; - 1 - - C _-_- I I - �") 1 I iI 1 1 _- I INY-Do„' '' r - '.' i L- i t - 1 _. _. _. _ 1 $ — -N " 1 R£tRU1RE0 - � i E.O r .�' ; • 1 /N' ac , ,...+i.. .',: 1 1' Max. I I i . . j i I !._._.-.. 1 GULIB 1 t I : W000 ANCHORS Z•, I � _� .'Y` a 1/ ran I p ,_- r: j xrAD ea0s I 1 - 1- I' Cl)Eo' -- q.W • / oc I'll I \:/ 1 ✓ �/ -. r / 1 PEEL LENGTH t i : v + ;r 1' MINX. LONG ULAINUM SPACERS ® tY /2• - ¢� 1 1 _ %-\ �; (Sif SCHEDULE IJ (._. 1 - i 1 (SEE SPHERIC ON I E 0 r! I / . i I 1 1 O.C- SEE TABLE /7 ON SHEET 11. W. 1 Ji 1 ✓ 1 FOR SPACER 1 - i _ {�yL 1 M61. 1 f.-., 1 • • 14' [CIO 0i"'•' fl t 1 i (�1 1 oN sNEET 7 1 - I I - V ( ) E I SHEET T7) L CIO r � �..: MN. I T MR. I � 1 � SEE NOTE •• BELOW FOR LIMRA110N5 FOR ,JOY -Do.,• ./ / r i E BEPARATIOGLASS. t (� 1 SO LASS. MAX/L\x T i ,/.•r. . /� 1 1 AT ra,si A I E 1 �1�7 6 SCIEWAE TO GLASS. I 1" MAXMA)t. L 1 ' 1 !2' LONG SLEEVES. � GLASS(S I (� , `� , 1 . IJ -< ., -.i I -y TO SCHEDULE ON 51EEf5 �"- 1 PANEL SCHEDULE I 1 SEEPANLENGTH c ,I SCHEDULE LE 1 .: i {ia Wo. Rra ON 10 tXA5s. , 1/,Y-Ea,• 1( SCHEL I ,/s•4-na,• 9 6 is (SEE 5CI(EX)LE 1 (SEE sCNEDLAE E I (SEE SCHEDULE sCNEDNL I F I I URMaI oo T•-•') I u can I ON SHEET J) T S3. WINS I ON SHEET !) 1 _PINEL MATE FEMALE 0 OR PANEL MATE Ee. NMn w - _ 1 Mw. --1 (5fE 5CN[DIILE ON r 1'M N,> SPACER I ON SHEET 3) s- ... _ .,N ...__ )_ I ON SHEET 3) 1.�11g f 1 P1.IA (SEE sT3EDLAr ON SLEET ,1) I ON BEET 3) R M � � Min. SEPARATION TO CUSS. I � INY-lGx,• •L' MAl(. 9 f I PANEL LENGTH I - SHEET 3) _NO• _ _-- _ -Y.. _. Sls Fa wva 1' Mm. I.. - ," . 1 . N+ FO Nsa 1. A 16/,ia n w F - ) 1 i t -' : ta[ fa PNa (SET SCHF.WLE ON SHEET 3) _s w. 9aIE O fl , L... (SEE SCHEDRULE f _ - .1 LBW-O.QY-n PANEL LEP47H I . _I ADICIII OIG 7•h t _.Y-_. ^ .. ATw I Wn. I S_ y' -__-__-_ _i_.1 1 �,-_ 1 U7NIH DAM Y-:'1 .L. IAAk. I _. ... I 1 '• a PANEL LENGTHSEPARATON 1To GLASS, -1: ON SHEET 3) 1.... - ..._ tOlE 5NE E ME T +•-1 �. _ _ rt�jjq E R ,� H Aq r EXISTNG 1 TO GULS6� 1 2'SCSI' WOOD - 1 -I +5r -. .11 SeF Fa RWEL t5E£ SCHEDULE Q 1 1 GLASS 1 __._ _ —.1 I ,/.:._: — N �� 1 f _.. _ 1 lE,.(SEf sCIEDLA.[ 1 t-.-Cl)1 _�__._._ __-_._. SCHEDULE EX r �I (SEE $CHIE0IAE I J ._ AY-. 7_. I _ 11 , GLASS E i PUTT RECOPIED t EEr 3) CAL^"' E { ii SSddttff 1 1 9 1 IPHPw OAM s-s') ON SHEET 3) I� 'A '� Z 011 SHEET J) ti,,, ,/'-' _ _ 6 OR SHEET 3) 1 SOX I f _ 1 ! of Y' 1 I I-_- Yf - I - - 1 * i ` i - -. _. ., 4 - I Di t• t.._. -- TERNATiVE 2VY 1 .-., - .. . _Iw--__,. _ 1 i MAX, 1 ANC. I t 1 1 -'� 1 _{04j': SGAI£ 3/6.1• I I SO)t I N OF •L• 1( D �} 1 ED r" 1 - L 1 f E p 1 0 - I : -' L..-._� - - 1 SEE MAY. p.3�D DESIGN ETOI i ORR THIS PNStAL1Ai1. OIS A 1 I - MAXL �� I A.:lI. AN,t. I F 1 SPACER 1 I SOX I '1 O 12 I/2. O.C.TAB1 1 p�� {-` "'�A - - f 1 9 12 1/i` O-C. ... LENGTH I L - - �,y' r l ... I OF 'L' r I I I �F/ 1 /r i ' I- i - MA o I ; i 0 12 1/2- D.C. T -- E- I -1 _ _ F-� 43 i " EI t 0 __ _. I _.1 iS�,(O116M WM: 1 E __ I 1 1 ' ..,3 e : '', 0 12 1/2• GE; "F4 ., -.. -. r ; i ) _ . IT +fz• 1/4Y- CONCNKTE ANCHORS i • • s ,/s• oc. GONCRETf AIKNIORs --•' -- OWNo E EJJJp -.I _ / $ 1 ��..ff 1 1 - - .i { I_ `-'"--'--�"-�- Au E . 1 I J ' - � 74J • w -E w 1N• ox EXISTING PO ,y .�, (SEE SCHEDULE OM i . g(�yj (SEE SCHEDULE ON .- - - L_ IL"' - ___ _CONCRETE A .). •�` EDGE O WALL OR SUL9 SHEETS 9 MROICH 10) `�-' SHEETS 0 THROUGH 10) ,; _ HTi )2 1/B• LONG AMJc. ALUMINUM `-40" __'____ -.. ._..1. __.I AGGERiD W SrUO - REOLNRED - (ALT. CONDITION) i :�..'. �:J SPINETS O 6 7 4' O.0 VEND i0A Ep -•• ) r �r tSfE SCFEDUI.E ON WOOD * * R I IJr UM F I O .E _ -_ _ _ —. Q3/4 ,'; rfl'- EXISTING POURED CONCRETE AL DESIGN AM PANEL .- ...�SPAR71 Y TNT - _ _ _.______OR CONCRETE 9LO(:K CRISTR/G POLIHfD COP)CRE,E LENGTHS PFR BEET 3. —' SHEET 11) 1 ") MWW1tLA11011 I6 USING to A TINE Smw •ADNM WM IS-0' _ _ _._ -BECK REIX1DiRED • 4' 1Y000 PUTT W000 ANCHORS �� CONCRETE ANCHORS _ ``'- ? r Got CONCRETE BLOCK 4 1kI9]� - MX IOW ROOF Now -_ REQUIRED REWN+EO. MWC taNG ALUMIWLRJ SPACERS • .. i' WOOD ANCHORS 1•,AN. 1n dI.AWf s6FcATD rXA' WOW RRIAOINa IIDart aA9cnlr WtiRA� ow aR¢r 11 sNooC ANCHORS _- (SEE SCHEDULE ON REQUIRED. I• 2'X4' WOOD _j : (iM8 6 A 16YIIDCT70R1 FROM ANY , -Cu --- -I //sue, (SEE 9TNROUGNSCHEDULE � 10) - - --� PLATE REOu1REE , - srADOERD) w SruD I I ) - _ _ _ 9rr� --ED.- T2 1/1- O..C. (SEE TATTLE f1 ON � .. _.. I I (SEE SCHEDULE INN `T _- _ 3/4 - .- SHEET II) &EFTS 9 6 TO,) / ON sow a IAw IS 11C0ucFG to 1/P q ` `- -' - iryAT£ WOOl�r1LED (2) AINCNIORS aOSIa EMU OOlrmllWl N (PANEL PATE Fflle" W CR I SHEET 17) �._ : (SEE SCrEDULE ON TANG As THE FOLLOAM 1'XW 01GIS AIWE ---'. .- I PANLL DAME IW6) TRIAL 9E •,rODp MNIOLRW AT 6 1/4• aC I /,1` SHEET ,1) OOIMIAD Pont, GINS, 6 A IKfa =M PROM IS I/r D.C. 1R,ACM AUDWEC ON f 0 A ] I (1) MA1wOM AND DOM NMIMYE r SfQT r3 i -- 2 Min. -- W CEILING A&M MOUNTING BUILID-OUT mat"17ING WALL MOUNTING IDIRKim WZWAQRS nq OR QA - MTWO W -M -a0 A.at. I (3) MAX 24 OW PAAa LHMTM 6 Leon 70 W M ANY 6PEIM0 _..,.... _ _ _, �Cn SCALE J/6-1• SCALE 3/B-I E MO W A M91RC,ION Feel L48M PAWL UIMB ALLOWED ON ■ - SCALE 3/8-1- (2) MMIAMI SRwI PANIC, LEWMM s 904VAL SW II). CEILING AND FLOOR MOUNTING @j)ILD- MOUNTING [. r,�,r 11 p{l MOUNTING (3) 31GW FOR OWMAMM 6 ONLY 1 (4) t tin LO"OraTAun9r VAM a 1 1%Y CNEW JIM W SHALL 09 AS #MCM ON I ALTERNATIVE AW ALTERNATIVE TL1FE H�W ALTERNATIVE 1 W I "'m AN vosom Wm F7MwE'ty' sr✓u 3/8-1 WIND AIR Nth . 1. 2 Mo 3 A9 114" a aim I SOME 3/5-1• N4F/N SCALE 3/8-7• S_ E-mes Snwo" me THE 2R60 trot f0MM O THE RON" I <-<*10!��?.!,�,� .TN/A""ASCUT J/6-1• i(a) � 1. 2 4 3 PM AM It amain 000E 1 .040110£p A.T I_ 1NFOB �R A 7/((Fj - - �IEN,s� .. W j�y3GEN ••'': 1007m. 3L 'am ' '� NOT NO. 2 Aslr ii I10RIDA BWLORNG CODE Non Mi h Velocity Hu no Zone) u FLORIDA BUILDING CODE Non M h Velocityifurrlcone Zone)]NM Egg COMUMON Of SECTIONS; $*: • = FLORIDA BUILDING CODE (Non h VeloG Hurricone Zone) . 4- It4187 z - 1. INSTALLATION ARE ONLY VALID FOR MAX, AH:.D. C Hmm ,AIEm, NHG IAA 1. INSTALUTION ARE ONLY VALIp FOR MA%. 0.5.0. HNWw iwEm, Nx, rJr- T z HIIIMo 7YTECD. NNE- 1-r. 24 GAGE GALVANIZED STEEL STORY PANEL orv4w 6, Nsl1Z FOR COtAB94ATION OF LnDNs: = ND. 4418T T• 24 GAGE GALVANIZED STEEL STORM PANEL TOP k BOTTOM AgLINTINCs CAN a3£ DESIGN PRESSURE RATING (p.a.T) AND PANEL LENGTHS v: s 24 GAGE GALVANIZED STEEL STODG PANEL Q * ;• * . * : DES)GN PRESSURE RATING (p.1.F) AND PANEL LENGTHS S * t ,* . * 3 17.4E COMBN£D N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 ' 9 •. STATE OP ,•� .;1.. _ NOTE FOR COMBINATXR4 Q�$I'C170N5: i = C� - 6,� "- m/07/wAW TOP & BOTTOM MOUN71NOS CAN BE AS PER SCHEOUL£5 ON SHEET 3 (EXCEPT FOR = • 0+/27/2M INSTALLATION. 2. FOR NEW WOOD Fi7JWE CONSTRUCTION: WOOD �:D.e'. f10 �' � N �" my7/mw Z ED. EDGE ObTAIVCE•O=. STATEO[r �"^-s IL EC V HEEL SALSAS PROTECTION PRODUCTSr LTC. Rae COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') ' �' STATE GLOBAL PROTECTION PRGDLICfS LLC. t1r.F �__- GLOBAL PROTECTION PRODUCTSP L1.C. (SEE SCHEDULE ON TOP &BOTTOM MOUNNTNGS CAN 8E 9 •. f P ,. _ _...-- s6m s• W, ATNTZT INSTALLATION. '�`• 9B9.9GCO INe. r mr, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -'r --_ I Ne. one O.r' , LORI4 �� / a % Oc ..'L 40aa Sr. 5+ STREET Ip +SOD r. N eilm ..... SHEETS 9 & 10 COMBINED N ANY WAY TO BLUR ANY /� - to a o .Lisr. wale n mr — R -I• GRID • W ANY DENSITY OF 0.55 OR COWL r NAIL •� •w Ora a Hk a tWOIA 4tWE M1 aANAPir y� rt 333I• Z ` F �`L 20-775 2 FOR NEW WOOD FRAME CONSIRUC110N; WOOD t�'Em KA-ar yw, nmr Dow- FL +A 20-175 nR+NHIINII, iM SIR-, ' r.: P.W M,-M. . MI)M-mt ru, (WM)Mr•09r - •• • N.,, am m-,w Fw : tNR An,NI P - lwXw-u4& rat (a04)"§-6M9F w"" . tRN 9N-.Aw !e. , P" m I I+afG tm4)Dra-7$W Ra (131MM'-e'Mr 20-175 INSTALLATION. J • •�NN• ►►1 ET•GA l 1°"` . � w... TIN a - —PP- COMMON. MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC ,t/ • • • ,..eL w.w,;,�„ a a �� a p .,M f �r,A. to - Rw`•+ a a • ++w a CRAMPI AWoN1116Alt WPIM A P, 0 A. IQ PE m DENSITY OF 0.55 OR FOWL. FAUN, - TLRJM,E wILL1FP A�now 16LIr la.. Pt NIP 1 PE YALR,f•MTVIE/oAR ERR S G ,6 �, M•RT 6 M ,f 4PLTDR A M4f b. a A 610, T p t9 J SHEET NO. SH 13 11, D END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES; VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS I .... I •O OR ,APES I ]2�'M 006 FMIE°A 2• . ]• ..06T 31� N-u OR 4) R ® 1M'OUHEO 6063-AHOUTT6 MAIM CWf FIDLIAFD COHNDIETE. NHCETE 1 i - MN ' 1 7 HOCK OR YN' 9000 FItA,F CONED wICRE1E. ,/a1 : , 7/a' TALON CONCRETEWO eLnc ap i A4DIo, • ts' D� 2 1/2 �L „EOIAED 1 i 1 a1: WOOD .TARE OR($ ,� MN,. -� 1 Nltf nHAO REGARD 1 "/`• CAP] i T I M AIAl3 1 4 . t 3/A _ I - 1•1`1 ; _T/a AAICNOR ATEMAtE 1E0 lOG/oN ' Mln la-1 r.Y. '91a'O.0 YAWS r. aft (� tS' M. 97< L 4,35 7' I ALM SAN011 OR COIN 1 t 47 310E-N15. SHEET FOULED CONTRA COKC" 4 WREN MFIK AWN. NOW RA1F _ 1 a 1'N' WOOD tAAAE M X REQUIRED lro5-N1a OR • EOUMEO eD61-16 Rum -..i 2 1/Y ',✓' -. 2• - �: CONT. AUA. ANDIL J /./.� Awn. Mm. 1 MIeA/ GAP / I/a• • BOLT. 4' 4• • 07Y • 12' OC. 3tO5-Nr+ OR /063-T6 Aux" W/AW~ Cent AWn ANQ E CASE A (PLAN) CASE B PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4".1• SCALE 1/4•.1SCALE 1/4'-1• SCALE 1/4'.1" - - It- ; 1 SOLID -SET OR CALK -IN OR PANEINIVE i �� ©� P019Im mNrRET4 TRr Ar T`GwU``toAND OR 1XN+aE7E IllObt - P, �"Cv OR Pw ELMAIT Cr I1f1[ ` 1 I OR 2tir WOOD son or OPENING SCHEDULE N SARIS 9. ,- - (MINPANEL COMCETEEddTDR-' VARES� O & ® nM1R EDLIPED AS iWµRAtF 1O OVEALAP BEYOND (DOD-- rimum KCAK (r9�(' VARIES M4.. VARIES ; _.,._© •© O'l .. , `� 1,'J0EN1 9'/ NIGNDE'D IROMNt • ,) A1GR T FLIwGES PARALLEL `09' Ha I WALL (NEVER CUT CIO PANEL) 7 - 014TANCE 7S__ - ,..-J ,N.,NN CASE G (PLAN) �" w,Oseer,.�wMr •'iP FCj{ A Tl[[/j SCALE 1/4'-t• 1 IAa f . r°YMw'�r•I' • ==y GENp�''•�`� i VALID FOR DIRECT MOUNT INSTALLATION ONLY 6; CERTIFIED PANEL HWALLATION AT WALLS W/ • _ No. 44167 SURFACE LEVEL VARIATIONS MAMNY 3/4- id W.FLORIDA BUILDING CODE Non Nigh Velocity Hurricons Zone) CASE E (PLAN) CASE F ,PLAN; L '-.STATE OF SAID n,Lm INC. 24 GAGE cALVANI2ED StEEI STORM PANEL F.P. MIM191: "E0RI01, (4 SCALE 1/4•-1• SCALE 1/4'-1' ��'C`'•. 1 IL E C O GI.OUI PROTECTION PRODUCTS. LLC. am: 1»e. I111111+fIM 4ew &R. M STOW i 'Ei•E6A aAw A.. a a.A w a1,M O6f. IL 3MI4 1Hi : am An— r. , nro vI-,AN Pm COi4 9-PNq NA: (OM)NW-GM 20-175 �,l AMMNr�, r r CIIIOe N. PC SALTER A 1nLI1 Jr_ PL ab 'A"a flaf 9 M U IALMI MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL r1, INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS B k 7) MAN. AS.D. DESIGN PRESSURE RATING (P-..(.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 O 7 'ALMZTMPANEL APPLICABLE R ANY W OF THEM MAXIMUM IENGtH (n.) TAPCON USG SCREW PNdXWTE FEMALE ID PANI]SMTE PLUS WOOD BUSUN6 13' ,J` 111` 13* IWM 13' 13' 73' 1J ' t Y Iw (BOTOM) 6 1/2- 6 1/2, 5 1/2• 6 1/2• 6 1/2' (TOP) - - 6 1/4- 12 1/r 6 1/4'an (BOTT.•) 5'-0- LESS BT e e• e' (BOTOY) _45 �OR LESS 13" 13- 13•� ) 13' 11' 13• IJ• 6 1/2- ■ (TOP) _ 13" 13' 13' 13' r IW (Wrmkf) 6 1/2• 6 1/2' 6 1/2• a 1/2" 6 In- (TOP) - - _ 6 1/4• 12 1/2- 6 ,/4• (BOTT.•) , ro0' 1 • e 1/2' OP { " _ 3W 10 //2• 9 11/2:- - 12• —lY 4' W (TOP) 13' 1]• 1J' lY a t/1' W (BOTTOM) • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOWS St MAX. PANEL LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D. DESIGN PRESSURE RATING MAM M AUCTIONS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 e 7 A/PLICABLE 10 !AID. W THEM MA,,,,AAA PANEL LENGTH (ft.) TAPCON NAG SCREWFFAMLE PANELMATE 0 PANELMATE PLUS WOOD BU51eNG 7 3 tr u' IY 3 W (+Oh 13, ,3" tY • 13 e' ,W (BDTTQh 6 1/2' 6 1/2• 6 1/2' 6 1/2 6 1/2• RCP) - 7• - 6 1/4• 12 1/2• 6 1/4- -.-_ - 2W (BON,) __.OR (mP) S•-0' LESS 7 t/Y e' 6' +45. -45 .75. -7S t ' _ _ 13, 13* Will 13' 11• 13• 131 to, • ) Ir 13• _ 13,7Y 6 1/4• 1W (BOTTOM) 6 I/2' 6 1/2• 6 t/2' 5 1/2- 6 1/2" 2W (TOP) - - 6 1/4- 12 1/2- 6 1/4' 2W (BOP-•) A t 7 1 2' 7 1 2• - TO r 5 1/2• D' - a• - JW (W"W) 13, 12" 13- _ 13• 5 40 (Top) Ir13• tY 13• 10,PIT (BOTTOM} • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS B MAX. PANEL LENGTHS WHEN 5PA(�R K USED, CORRESPONDING ONLY TO ALWRN47E 2W ON SHEET 6 �Ie1A.R>. e A.S.D. DESIGN LOAD MAXMN N HP/EL LENGT 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6'-2• > 5D PSF TO 60 PSF 5'- 10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fpAALE 10 OR PANEL MATE PLUS ANCHORS 4 W/ S� nNSNIj 1/2- O.C. INSTALLATION INTO POURED CONCRETE DETAILS FOR LIFE SAFETY PANEL OR CONCRETE BLOCK STRUCTURES n 1/4-0 TAPCON OSTYIC P� D ,ANC--0 IIAPa.00 -- OOSiM1C P� 9 ANCHOR a 9. O.C. �11d1EE CONCRETE BLOCK Awnro. f r CONCRETE BLOCK REQUIRED. r A. 20 ` 2 ( O 1/2' 11/4- 1 1 1 s 1 i L'X511MG-AAA i ' I ,resat LL maW 9 r'' f Y ?'' --I I DE IWI 11•C tDmN Ina T�'X t 1 � 1 LAN. t ) EL LENGTH PANEL X __--- A _ _ _ _..J -:.. �- _ (SEE ELEVAtgN ELEVATION p-.. ON SHEET ,2) o GLASS 9 TCLASS 1 A + 1 r I i L/2 1 • 1 I CONCRETE I CONCRETE BLOCK REOARED BLOCK f .'�" I 1 Is vr0C t res{1 /:9 vANELAAtE PIAIS NKCHOR a 1: 1/x• o.a. BEE DIEM IS R to FOR A/CHOa TYPE 9 WWCMo FOR M*VUAtI1MIS INTO WOBO NAW WASH 6. MOMPW AM CPM WVZN S AND MOW EDGE DWAIICE AM 90"= ON THIS SCHE%PJ. IN E.D. LESS THAN .ORATCD ON SCHEDULE RLT = ANCHOR SPACIC BY mwft 4C SPACING 94"4 ON SOIMUL BY THE FOLLOWING FACMW TUG T,0 CPVwTOn TO E ROOLM SPACING CBTAMW UW FACTOR SHALL Nor E LESS THAN WOMAN SIACNNO MOXHJCD IUe EACH ANCHOR LYE DN I" SCHDULE- m� FOR TA/CeN Flux mom "" wpm GO 3 3 •rl.. 1-0.) 3 3 3 3 1/1 1lelAlY 9-4 1Cpilbillol ARMS- M mm BUJ 119'1011 n• am 14, Mle ,.m FLORIDA BUILDING 3-r FALL . - i 1 ED• �/l; j .01 + i MI,. 1 J B ,O fRAL55. n El65TR(G.! 1 C1A55 p , ( Am. 6• PANEL LENGTH WELEVATION ON HEFT 12) B 1 JI 1 e• C%iSTaIG POUREL -' 1 -® CONCRETE OR 1 - EQU RE REQUIREDD., BLOCK A R/ /: � e[,Olo) rf F � � R/4-0 PANEUMAIE ANCH R (BEYOND) LN.> _ N' LIF� PANEL WALL MOUNTINGS fLORIDA BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE EQR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h 5) MAX. AS.D, PRESSURE M71N0 tP.afJ MAX*" ANCHORS SPACING FOR MN E.D. PER SCHEDULE BFLDW AAPPUC4W+E 6 J• MAC Uw PANEL LENGTH L• (FL) MAX. AS.O- DESIGNWFEMALE PRESSURE RAYING (p.ss.) OF — YAXAEM ANLIOR$ SPACING FOR MN E0. PER 817H1ElIlM.E BEIAw A"LWAH.EDESCH To SECTION5 6 iLAOIRIW PANEL IERGiiI t (K) TAPWN SOUD-SET P 10 PWS� ZAM1C-WAIN CA K-Ri TAPC°M SOLO -SET P � P R�7E t/YAC-MALT N CALK -IN ro mAk ro w m m CDMWXlON OF THEM m w713* ro w w m OF THEM LESS lr 13• ,Y it 13' Ir I]• ,3• iJ• tY tY Sr t , OR LESSe• 4S 4B3, -65 tr is, tY ,r Ir 13' 73• Ir IJ' 1r 11 1 7 1 OUP)tY OR LESS 13• Ir ,r Ir 13• 13- tr 73' 13' 13• _ tr OTOT*oM) 13' 1r Ir is, 13' Ir III' Tr Ir 13" It 1/x 1 (BOTTOM) ,r Ir Ir U• 13• 13' Ir Ir 13, Ir Ir tr 7 f+049 IS• tr ,3- Ir 13' it 13• 1r itIS- tY 7r IY ,Y 1]' IY 13" 13• 13' Ir 13• 2 murm) 1]• lr 13'r 13, 13' tr 13' 11 1/2 2 (eonOhtr 1r Ir 1Y it IS• 13- 13• q' Ir tr it 3 (TOP) 13• I3` 13 r ]' 1]' 13' 13• Ir U• i, 1/2 J (OP)12 IJ 12 1/2 6 1/4• 6 I/4• 2 1/2 12 1/2 - - 6 1/4- 6 t/4- J (BOTTOM) - - I t/2 W"OM) a" r a• a• r i' 6' e' e' 7 1/2• <(TOP) 'a S• 6 " e'e' e' e' S' 4 (TOP) a_ - IY a• 1Y - e• - e• - or 4 mOT10M) ft" 1Y IJ• _.. ey 7J" - 6' - I" - e• - e• _ IS- tY_ !J- tJ• tY S (TOP) 1_J•_ _. 13'_ tr tr _ 13" _ 111 13' it 1/2 (TOPJ /3•_- 13• 13•_' Ir 13, _73' ,r --_ li-_ �-1r t3' 'J• iY 13- OW56 D _ 73' 13' _ 11• IJ• IY 13• Ir_ 13- tr _ 13_- 137 _ IT I/2 5 (Borrow) /3- 13' _ 13- 1 13' - tr t3• Ir U• a (TOP) tr tr it i3' t_]' t3' 13• 1]_' _ IJ• tr 13' 11 I/2 6 (TOP) ---- 6 -I/C- —6, /{• 6 1/4' _13' a tJ4• -- _ __- _.-.... a 1J4• a t/4• a BOP.'•) - - 6 1/4' 6 I/4• tl t/4• 6 1/4• - ___ _ _ 6 1/4'OR 6 1/4' tl (BOtT.•.) it S' 13• IQ I/2 tr 7- ur 1 T 7 I/2 5 1/21 tr A 1/2 1 (TOP) i6,�, 10 14'-4' 13• 6' tr 13- Ir a'Ir Ir 6 11r 9 1/2- 6 1/2 13- 5 t I (TOP) To 9'-e• Ir 7- 1]' .3- Ir 9 1/2 1 Ir 9 1/2 10 1/2 7 1/21 Ir I Y I (BOTTOM) Ir 7 I/Y ,r 43" 111' 10' Ir 10' il` 1 r 13' 6 1/2" 1 (Borrow) Ir 5" 73' 10 I/2 1J' T t3• 7" 7 1/2 S ,/2 tr 4 t/2' 2 OOP) IS' 6• tY 13; --13' 13' a 1/r Ir 5 1/2' 9 t/2'16 1/2' 13' 5 1/2• 2 CMM 13, r IJ' 15' IY 9 1/2 13• t 9 1/2 10 1/2 7 1/2 ,3- 6 1/2. 2 (Borrow) IS" 7 1/2' 13' 13' to' tY to" it' r 13, 6 1/2. 2 (BOTTOM) 1J` 7- 1r 73• 13- 9 1/7 I]' 19 1/2 10 1/2 7 1/2 13• 6 1/2' 3 (TOP) 13• 7 1/2" 1 " 13• 13, to• it 10' it• e" q' 6 1/7" J (TOP) - 12 1/2 12 Ilr a 1/4• 6 1/4. 12 1/r 6 1/4• - - 6 1/4• 6- 1/4' 3 591 ) - - 12 t/2 12 1/2 6 1/.. 6 I/4• 12 //Y 12 1/2 - - 6 1/4• 6 1/4- 3 (BOTTOM) 7` 3' 8" S Ile Y J 1/2' a' 4 4 1/2• Y 6 1/Y r 4 (TOP) 7 IJY 3" r 6' 7- i' 6' 4' 4 1/2' 3 I/2' 6 1/2' 3" t (TOP) e' _ 6' - a' r 5 I/r - 7 1/2 (BOTTOM) e" a' r a 51/2• 7 1/2, (Bonw4 ,3• 1• Ir 13' Ir 9 1/2• W 4 1/2. 10 1/I. 7 t/T' 13" r S (TOP) 13" 6 I/Y IS- 1r ,3" t0' it 11. ,1" a• lr 6 13" 7• 13- 13. tr 9 1/2' q• 9 //2• O 1/2' 7 1/Y tJ• 6 1/2" S (BO71DIA) 13- 6 I/Y tr IJ• U` ,0' tY 10• 11• a' 1J' 6 ,/Y 5 (BOrroM) A' S' it IO I/2 tr r 1/2' a (TOP) 1J' a• 1J• 13' 13' a t/2' 73' a Ile B t/2' 6 ,/2' tY a ,/2' 6 (BOO) 6 1/4- 6 1/4• 6 1/4' a 1/4' 6 1/4' 6 1/4• 5 (Bar 6 1/4' 6 1 4' 6 1/a• 6 1/4' 6 1/4• a 1/4. 6 (801T,••) SEE MIR7 11 FOR AMCH RS TAPE At SPACM FOR MITALAT&A •Ro HOOD FWE KMOMM. IFHI6NIY ANO011 SF9CINo4 AND W"W EOGC DISTANCE ME MR'A1E1, ON NHS SCHEDULE. FOR E.D Las THAN MO CATM ON Md"E *M= ANC" SPACM0 eI MUl9PU110 114ACIG SAM% ON SCHMILE t• THE FOLL09M6 FACTORS. FOP TWO OPLW*W 70 E PWSELL "MiO SPACING OVAN D U" FACTOR SHALL NOT E LEES TWA WNWWM SPACMD .OldriD FOR EACH AIAHOR TYPE ON T6 sCNTA4t i/a•P ,/a•• 1/4'• I/41 /a•• ANCHOR TYPE _ _W� _1/s1_ - tIQ IN'i�Lln[' fN N_0 puls -- 2ARO-MMx, _ W WW ANCHOR SPACMD (IL) 3 ] a 3 3 ,/r t Me9awwE D.) 3 3 ,/r Y 3 3 Iff s 1111fMX2eu,a \DDT 3 ],/r 3'Ir 31/2 aIAY MWL an Onvolix FACTOR 1 I/Y _ •m __ _ - ___ - - - - - - _ nw - aeo p4p y 0.n Jb - 0.O ^ SP1IL;IF105 ONLY VALID RR1EN SPACER a USED. SEE TL�IB.E /i FOR MAX.A.S.D. DESIGN lAADS k MAX. PNNEI. WHEN SPACER f� IS USED. 3` MAX. D.M., Yo, _1.Ini- I 7ABLJL A A.S.D. DESIGN LOAD MNXIIIM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2- O.C. _.__-ANCHORS (SEE SECTIONS A ALTERNATIVES ON 91Qr5 13, 14, IS 616}-----_ r*R-'A/13, R-2A/13. R-SA/14, �R-iB/13. R-2B/13, R-38/14, r MAX. - R-TAW/15- R-2AW/15. R-3AW/16. R-1BW/15. 111-291 R-310I/16. Z 1 L/2 j + 4'9-20x1'S.S. BOLTS NO t• USE FOR PANEL LENGTH - MAX OOVER T-67 O PANE. LENGTH REGULAR STORM PANEL REGULAR STORY PANEL r-W • +40.0. -40.0 PA.f. (W/ OVERLAP AHD PANEL LENGTH DOLT) : r I ' 1 _ LIFE SAFEi1 ORM PNJF1 - T-e' • 4BOA, -54.0 I,..•f. (W/O "BAR MO PAE7_ LENGTH BOLD A A USE 2'-e" MR. PANEL LENGTH 1- I i /4 . za.f' y - - . - - , - - _ _ - - - _ _..: A7 AL rouwwm ss. eats w 1 Al EA t. - ( 4o- _� ;2) NDT1>IES Ai $iW _ LOCATON O LIFE SANELY C - PANEL BOTTOM CORNERS O -OVER--P- otO WWG NUT AT E' ER10D WWO NUF AT `3' Ma LEFT PANEL - LCLi�541 - RIGHT PANEL 3' WII_ t WSTALlATXINS ONLY VALID FOR WIND I' well. R-lA/13. R-2A/13. R-3A/14. R-1B/13, R-211/13. R-38/14. 1• NM.• SPEED UP TO 170 R.h. L101,11-1AW/15. R-2AW/15. R-3AW/16. R-1RW/15• R-2BW/15. R-381110/16. (SEE SECTIONS 9 ALTER P45 ON SHEETS 13, 14, 15 R16) 1/4L MAxL, GAP LIFE SAFETY STORM PANEL. J-) ELEVATION (t) - REGULAR 2.W7• SCALE 1/4'-1' �:.: - .• • STORM PANEL (4e4 CMWAP -1 IIIQE A'LLI•VT - STORY PANEL ___ ____ _ ._ -_ ._____ -Y .__H___ C 1 REGULAR WY. GAP •� _ ••v ,�,' pi LIFE SAFifi• PANEL EXTERIOR SECTION A -A SLUE 1/4'-1' - INSTALLATION DETAILS INTO WOOD 1iFi1p[R pEWtEDiEADERAE9LaE0R TfEtXRREO FOR LIFE SAFETY PANEL in WOOD STRUCTURES — - :..I - _ - ICI.;00D NFAOE/C - _ EA IXIFED + ' ..1•-• 7APCON 1/4'0 TAPCON r ANCHOR I//A'I 7APCON + - X I 1 4'S TAPCOM T I '. ANCHOR a D.C. a 9' O.C. ..6 e Y O.C. ANCHOR a 9' O.C. li !' ` � -O 3 o 2 � ' � •��' 1/2' f� j2 MAX. ,(Z' tIN/AL__ 1/2• Ile - MHWL 2. - 1 1 Z. �! - _ ;; .' i 2. �,. -_-. p p I 1 I OLA45 L .:1 `~ioLn e • .. :- i a C - .zz -- 4 maA 9 A a EX6'igi�„e n r . OE W1 Mi6l Q ,Y% f i tY1L 6pLn M I r''ARS p I I ZOOM C:a T-f! 1 1 t• WW1 N 1 IDHWN Oa T•4'1 H/J7L/Q��[t A I i t' /PAX. - - AI•t. n __ _. -.. f' -..._ . -_ e• 1( PANEL LENGTH BEE ELLtMiION n _ 1 l 1' Am. JJJ e L p " 1 .. - -.- -- - 6• AMEL U --$ M E7XM (ON PANEL sa t10N 6 T _ .= p ON SHEET 12) __ _ J + =�f -.-:. (..: _ PANEL ON, SHM 72) SMEEF 12) -_ ; 4 - pON SHEET 12) R0. p 1• ION. I 1 a "' 1 p•_SfpApAlOi+. _. _..,r- __ _ ..�L_ __A -- -T-- _O a I.Hn. I ..� e'-SEPAMTION..__. 9 TO (LASS 1 ! 733 A'- • : _--.. - -/ I10 Min. p TO CLASS. 1 L/2 p ---75EDP�ISN- i C I G. „ 1 i L/2 M---SE1* Y 1 Is 7D G1A55. 0 a• .: t; Era i °G I .. 1 NEC 'i/:•- f' T 1/1y_ 4. EQ. _ _- _�._-. 1 2.4 WOQD e.c +/2• I 1,14•0 AIPCON '{ _ _t/41 TNCOY Y RATE REQUIRED i i _ -�4•R TAPC'ON 2•N• 'NOQD 9 ,7 ,R' nt I I ANCHOR a 9' O.C. i MICH,OR O 9' O.C. ANCHOR O 9. OX PLATE TAPCON STAGGERED w/ STUD STAGGERED W1 STUD REQUIRED _f41 1I ANGIOR a 9' O.C. L. -• --"^ PEENWOOD L-- 4 - _.._._ 1 REOURM - EuODUlEO -_ _. f BW 4}ESAFETY PANEL WALL MOUNTINGS SCALE 3/5-1• - WALL MOUNTINGS SCALE 3/5-1• A. T ,. iN5TAL1AT10N ARE ONLY VALID FOR A.S.D. DE51GN r GENS •' } . 44167 # * �s FLORIDA BUILDING CODE Non High VelocityMu one Zone • ntwG. AC. 24 DACE GALVANIZED STEEL STORM PANEL oR•n "I,, RATION (HEET AND PANEL LENGTHS AS PER * : /R TL PROTECTION PRODUCTSM PER ELEVATION ELSE ON ON SHEET 12. =7y' ••, 0 E C O I»C. LLC. 9,n 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD *00 STATE • .--- 8 AM p.a 51 snw01. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 3).O,e� 1�RID ;' �'Zt� s,; wrr n .•'...: aRN�,-,u wr , Ciq�O!-,w IM aw a 7P& 17X 20-175 wmrE: Cw4Ne9-7Me. FAX (wMa-9797 DENSITY OF 0.55 OR EQUAL. SJ ••. •,:.r.�. G-000971e «. r 4.. 19�•. tarNa ,N: r ANHNp �'n Ilpl A n11r i., PL ,n w 1F-w Alai ,. or to MAXIMUM A S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (I INSTALLAT045 AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) HAIL A.S.D. PRESSURE RATING (PFLf) MAXIMUM ANCHIDII9 SPACING FOR MIN E.C. PER SCHEDULE BELOW APPLICABLE To 96570a I/AXILRIY LENGTH t• In.) MMAx. AS.D. PRESSURE 4L4TNc (04-1.) IAAGAIW IINOORS 9PACW0 FDR IIIN ED. PER SCHEDUIL BELOW /roPPL1C/BIE k AHAXRAW LENGTH t• (4L) TARCON SOUL ID P�DESIGN� Zam-WYLM GLX-M e 1W CO TMUOOw4 TAPL:ON SOUD-S'ET W PL115 2'wAC-MAI'»t13 -I' ro m m mI to A CONro toCREW m G. w a cow m m caa66u1gN EM >.65, -65 1O •M. -7! 13• W tr 13• IY 11• 13- Ir 1r 12• 13, 1W i 5,-e. OR LESS .m -75 TO ♦Ir L. 1W 13• S• 1J' 10 , 13• 6 1/Y /r 6 1/2• 7 1/2' 5 1/Y4 1/2' , OR Ir It' Ir 1Y it it tr Ir Ir 12- 13- 10• t QtOTTOM) ,3- 6 1/2` 13• Ir 13' 9' tr 9• to" 7 1/r P I (11OTOM) tJ' It- tl' tY U' t3' 13' Ir I]" tY U' 1 0• UNDO) 73' r 1r 10 t 1 / 1J •, 2 / 1' 3 6 1 /2• 7 1 / 7 3 14 /2 1 ' 7 / 2 (i0P) 13' 11• ,3' ,J' ,3• is' Ir tr Ir ,:• 1]' 10' 2 (6Dn0Y) 13• r 13• Is, Ir 9 1/2' ,Y 9 1/2• 0 1/7' 7 1/2'6 1/2' �ww,.� 2 (MMIOM) 11" It- Ir 13• tr IY 13• IS• Ir 111' ,3- ,o• (TOP) 1r 7• 13' tr Ir 9 1/Y IS' 9 1/2• 10 1/2' 7 1/7•1/4- 6 1/4' 2 1/2.12 1 - - 6 1/A' 6 1/4' 3 man0w} - - 7 1/2 12 1/2 6 I/A• 0 1/4' 2 t/2. 5 1/4 - - 0 1/4 a 1/1 6' l3" 3' S• a' e` 6• 6T 6 1/Y T Y e' • 1/2• (OP) Y_ J• �• 5 1/2' 3 1/2' a' 4' .�.-. 4 1/x• S_ /2 3' S ,/2• 2 1/Y 4 (ro•) 13' (Borrow) _. r_ . ,r ... _..._ 6 1/2_ a -13• - -_T _ S_ ..— e• - T - ) 1"' 13 Ir 13' IS' t3' 1Y 12' tJ' to' 5 (TOP) Ir Ir 9' 13• 9' 'Top (TOP) tl�H_ 13 _ 1]• i3' tJ' 13' tY_ U' 2 3 10" (60fi(w) _ lY tr 13' ,1•- �,3• 13' 13' e' tJ' ,0 I/7 tr_ 6 i/2• 1Y 6 i/2• 7 1/T 5 i/2' tJ' 4 t/T 6 (TOP) -- _ - - -6 I/a' 6 1/4' _tY 6 1 4• 6 //r - - - �— b t/4• 6 ,/a' 6 !•) - -- 6 1/: a I/4' a i/4' a 1/4• 6 1/P 6 1/: - - e 1/4• 6 1/4' 6 (BOn7-) tr 71/2' it ,]• 13' to• it to' ,I' a' 13' 6 1/t t u ►) i6,_6. To a -o• t]' S' IF 10 1/2 IT S f • 13• 6 t /2' 7 t /2' S //7 13' s 1/2' 1 (TOP TO 13' 7 1/2' 1Y 13• 13• to 1/2 13' t0 1/ 1 1/2 a' IY T I (BOnpl) 13• 6 1/2• 1r tr 13- 9• IJ• 9• 10' 7 1/2• Ir 6• t (11GROAp ,31 7 1/2• 13• 1 13• 13• 'r ,3' to' It' a• I]' a 1/r 2 (TOP) 13" 5' tr 10 1/7 IV 6 1/2• 13" 5 1/2• 7 1/2' S 1/2" 1r 4 1/2' 12 (TOP) 13' 7 1/2' Ir tr 13' 10 52. /2 13' 10 1/7 1 1/2' e' 13• 71 2 (BOTTOM) ,]' r 13' IS' N• 9 1/2• ,r 9 t/2- ,o 1/2- 7 1/a" ,r 6 1/2' 2 (BOTTOM) 7J• 7 1/2• 13" 13• 13- 10 I/2 13• 10 1/2 1, 1/2 8" IJ• r 3 (TOP) T Ir q' L1•_ 9 1/r t3' 9 1/2' 10 1/2' 7 1/Y _ir 6' 3 (TOP) 12 1/2* 12 1/2 5 1/a' 6 1/4' 2 1/2' 6 1/4• - - 6 1/4' 6 1/4. 3 (BOtMM) _ 12 1/2.12 1/2 6 t/4- 6 1/4. 12 I/Y 6 1/4• - - 6 1/4' 4 1/4' 3 (BOTTOM) 7 1/2• 3 1/2• r a• 7 I/2' 4• r 4 1/2' S• 3 1/2' T r 4 (TOP) 17' 3' S- 3 1/2• r 3 1/2- r 4• 4 ,/2• 3' 6 1/T2 1/2' 4 (TOP)5 1/2• 6' C S 1/2' r 4 (BOTTOM) 13• 7 1/2" 13• 13- 13' tD 1/Y 13• 10 1/: 11 ,/2' e- 1]' 7• s POP) 1/Y Ir ,3' Ir 9• 13" 9• to' 7 1/2' 11- a• (T�) 13• 7 I/Y` 13' 13' 13• tD 1/2 ,]" ,0 1/2 t 1/2' e' ,]' r 5 (sc ) 13' Y 73' U• U' 9 1/2• ,3' D t/a' t0 ,/T 7 1/r +Y 6' a (80170M) 13• 7 1/7' 1J• tY 13• 10 1/2 lY ID 1/2 ,t f/ e• t3' 7• 6 (LOP) ,J• 5' lr 1]' 6 1/2• i3' a t/2. 1 1/2• 5 ' ,r 4 1/2• (TOP) 6 1/4' 6 14' 6 1/4' 6 1 a" S 114' 6 114' 5 (Bon'•) - - 4 1/4' a 1/4' 6 1/4• 6 1/a• _ _ _ _ 16 t/4• S I/4' 6 (Wfr.-) SU SHEF ,7 FOR NICIo1M IYPE a SIALRo F'a M9iALAtows MO RCOo RWE BIIL09OS. • 4MMMUY ANCHOR SPAEINS AO NNO W LOBE D67M" APE M WAIN ON INS 9M[MAE FOA E0. LEU TWO IaCACO ON soH EDUCE ANCHMH SPAOMG aT YYLIPLYCO SPHO16 SHORN ON 6HQDA[ 6I nE F'OLLO/ND ?ACM TOR INS WEWft TO E MUMS. IMM SPACING OWN= USPC IACT9R SILL FOl E U S THIN I SPACING COCAED FOR EACH ANCHOR FYPE ON T46 IAYH®UUL ApRBt 1I11E 1/41 - 1/4. 1/4•• FIr LTinTLr ,/4'1 FAIalY.[ _I/11. 4/4'•_ 111(OII seu••4n 11MIIli kWOAN ANCHOR SMLt/4G (60 3 l 3 3 a AMIMAMIM On) 3 3 W/3• r 3 3 OMMUPAJ Iuu 3 3 t/T' 3 I/r A t/. 3 ,/r ACRAR, MOOS BOOM:! FACTOR „Y Die _ - - - - - - - - --_ ' - - ---- E --- -- AI eM_ [ _ 4w - - Im - 1O2, •• SPACINGS ONLY VALID WHEN SPACER S USED. SEE Tf, 11 FOR MAX AS.D. OF_StGI'I LANDS i MAX. PANEL WHEN SPACES. �i IS USED. W. 1/4-0 TAt1WN- [7I1511NG voURED ANCHOR a 9' O C - OONGiTE OR .- EOI eLocK r p. p 1 I I 1 ISIIN C7 Gn I CLASS 11 I Is u a L 1 I a" -SEPARATION n TO GLASS. I 1 '9 : r.44167 TATE OV�sieee 7l9 LAJ A ASD. DESIGN WAD NIMMUM PANEL IEIGTH 40 PSF OR LESS W-W > 40 PSF TO 5D PSF 6'-2- > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS HY W/10 SPACER AT 12 1/2- O.C. -am nmw 4c GAGE GALVANIZED STEEL STORM PANEL riv24 o19e'er OLOM PROTECTION PRODUCTS, LLC, 47 M BM 4m S.N. 61 $TWIT • ! a .R. a ,Arr aHpa n Mlw 20-175 :� CAE. FL 33314 ti. (AR •n_NAy RN-•W IIOE (M4)M-MW M,t (4MM99-67n fA-OOr719 6RnrO 4 M,MA�A• r �- M-LRR A 11Wt 8.. PL n" WIan,9 w 19 INSTALLATION DETAILS INTO POURED CONCRETE 1/4'• TAMON _ EE11LLISfING PouREO ANCHOR • Ill C FOR LIFE SAFETY OR CONCRETE BLOCK 1/4'6 TAPCON ANCHOR e B 0 C.. PANEL (1) STRUCTURES EJOSTI(O PouTED ... CQHIUEtE OR >' CONCRETE BLOCK f ' R[WIRED. :' CONCRETE BLOCK REQUIRED. o ! f112 o ) ED• 0 A ,• Yin. mBT T r1 p t i t' MAR p PANEL IENGTH i (SEE ELLVA7ON M USN SHEET 12) 1 e i J : 1 I 1 l/2 E.De ' 1 J t � I 3/4 _ . .- ( /� � t/4.9 TAPCON ANCHOR a B' O.C. EXISTING POURED CONCRETE OR ��jIQ�C(ONCRETE BLOCK REWIRED. O REGULAR WALL MOUNTINGS ED• 1 1 1 1 1 I (� , 1 1 e i' MAX. 6' PMEL LEHOM I (SEEELEVATION I ON SHEET 1 7) i 11 I I I 1 _( 9 1 I '� J 'i I • W yP 0C I :. 4 , ` TAPCON .1/41 ANCHOR a 9' O.C. PO CONCRETE OR ETaN A $%%-ANEL ETELa REQUIRED, SEE SNCrn 13 A It MR ANCN010 AM OR TIME Ile.. TYPE a SPACMG FOR WPAlATOW INTO IPCON IRNMRNA TINIER eIMJ/N0 W] ROoD F1EME 6UsDINOS WOWA ANDHOR SALMIS AND ON&JM •A•A,saaU CrrHeM (AJ AATA„oWJ bRNA 61ee W] 3 EDGEmlgM AREMO 'D oN iN6 SCHEDULE. FOR E0. LESS 7Aw 1MXOYID ON SCHMU EDUCE ACHN SRKLID B/ AAIYIMND SPICING SHOW ON SCHEDULE 61 THE FOLLOMS FACtORi AWJL {S �R ►.DJ FAGa am FOR THIS CREATION TO E POSSIBLE. IACM SMALL NOT K I= THAN 7 ,/7' _ . - _ ._ . _ - _ - _Ol, - - - ANCHOR SPACING THS'AtW FOR EACH A11C1011 TYPE ON THIS suEDLLE. ], om - 3, - 1/4.0 TAPIXRNIF`--- ANCHOR a ' O.0 DN 417", eLOCXo EO• ,/: 1 I � EO• j I 1.! J I EIIST11'E+-1� 1 _T.. _ 141-7N1' wIXA1S w F SEPARATION - TO n TO ASS. 1 i .. 1 41-16,' T s. Y►n 6 k -,. A u ,17gIN o4s T{) u n e i n t 1 1 t" MAX e 1 N V P ANEL tD16fH s PANEL LENGTH I (SEE ELEYA170N It 1 (SEE ELEVATION n I ON SHEET 1 2 M 1 t ON 511RT 1 2 TIC. 1 u n 1 T It TO ro clAss. 1 J L/2 1 1 _ 1(I1 1 il- 1 • E0. t EQ I i. _. 1 EOI EO, -'XS� ,col t• KS E01 mail 9 17 12. *,1 Vac. /.. 1/41 TAPCON - �- IHv TAPCON, ANCHOR a 9' O.0 ANCHOR a 9' O.C. EXISTING PORED CONCRETE OR DOSING POURED CONCRETE OR -.rONCRETE BLOCK REQUIRED. ." CONCRETE BLOCK REIXnRED. WALL NunFq,M.. MOUNTINGS SCALE 3/81 INSTALLATION DETAILS FOR UEE SAFETY PANEL INTO WOOD STRUCTURES wowI RE OUOtoE W A t NM HEADER 1/{'9 TAPCON I. 1 4Y TAPCON + --FNGiOII i - �NCIIOR O O 9. O.C. B' O.C. It 1 1 O MAX 2. I 1 I Lj ; n � 1 EXf5T1(yC-pI 1 1pp'N-WAFT E... _� �'•- i - FdRT3 r CLASS p 't 6A mane 1 It - - q I ! PANEL LENGTH �..-. - _ T_= e• PANEL LE14QTn 1 (SEE ELEVATION C n I (SEE ELEVATION ON S"M 12) --�--- _. ON SHEET 12) -- - T'--- 9 T-- 9 I Man • -.- - -T._ A110N--- Iq---5EP TQ wwsa I Idl•--SE'PAPA�TION-- ; 1 o 1 ; y �_ IF ailroc E0. i. 1 -_ -H ___-._.1 ___) EO Ea L is RATE PLATE i, REOUIREU t/41 PANELM IE PLUS REQUIRED 11 I/4•I PANELAATE PLUS - _ AINC1HOR O 12 i/2. O�c. - ANCHOR a 12 1/2. O.0 1++ 3I �.L-__�.- _ .I _. .-. ._: - A(,jELIFE�i1YE R-31W vow O 4AFE7Y PANEL puuurq,4 WALL MOUNTINGS SCALE 3/8-1• ✓ .44167 FLORIDA BUILDING CODE Non High Velocity Hurrlcons Zone •2n0 ILMD.Il- GAGE GALVANIZED STEEL STORM PANEL Oft- a,TION ARE ONLY VALID FOR MAX. A.S.D. { STATE OF �4 T. INSTALLATION DESIGN PRESSURE RATINGS (P e.f) AND PANEL i�p'• f �A-'••I',��, �, LOR L PROTECTKN PRODUCTS. LLC. W LENGTHS AS PER ELEVATgN ON SHEET 1Z „"ECOIMC. paC; 2- FOR NEW WDOD FRAME CONSTRUCTION. WOOD Sid �'� ' �GOAtL i AL / �iAic7 •a TF. ► ,rA Farr A ,s,. FIE. 3331R.144 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ANNMMM4AM4 1.... LNMr}Lw,i:. ti : GMW PN-,m AUNT:' (4M)M9-7mk I- O64)M. n, 20-175 DENSITY OF 0.55 OR EQUAL oa-aadl�iH rr -.1 OMwO N. Pt. aFA/,wX1ATuc/oAn %N.W A IWR 0- `1 1a-w plate or u N CD Cn U N O� 'D L a CD Q' Q O Cu -X3 U CA L- CD Q c= C 0 LL CU m 42A Q CU CIO �4--- > E Q Q CnCu Q L N L j 4b 3 — C O CCu Q .FQ Q Q C/)�--8 �+ v J CIO CL U V Cu _0 (1) Cu LLI = Q Z Z Q J i_ SHEET N0. SH 1.4, 11 i EZ1/18, EZ 1 W/ t 8 AWJ40RS -. - - _- _._ _._.(SEE SECTION ESI AI ALTERMATW E21W ON SHEET Ill) -----"-_.__. _- - - -_. _3 T4P. •-. MA. - 1" Min... ,j� �l EE 1• Mln (9)(SEE NOTE 2) (9./ CJ . 0/NOTTE 2) Irsxl" s.ws. r /2' b ENO n �^ aLOMIN1lN _-SJib'e ---r--E. , 1 POP RAC' IA;T PANEL[1 TO BE INSKLED AT �H OPENING SH4 ALWAYS BE O O ; 9 V `O� f P:p O ' I T _. _I P i ED W% REeIF FWPIGl.E 70 FACILITATE INSTALLATION Ir INTENDED t/7'F,,,,� ��' , __711,11 I l„ - F I ° i OF� INSTALLED FROM INSIDE o' STRUCIURENOTES ' ` �i ( a } z I ( AT 2 PER I i I I I I I I PAWL ; r- T-..,_-r .-T-. /.� I. _i ._-,-. ,..T.. T. -.-,-..,. ...-.r T -_- - .. - .- : ,. r-`,--, ; i OF 't - (!) ?f�F)N1TtON OF f31-F$, ZQOD: E-Z HANG STORM PANEL SYSTEM i [ENIJ PAN( INTERIOF PANEL.) INTERIOR PANELI PITFRIOR PANE? 1 I ) MAX. .ONSWING OE' PANEL + Cont TRACKS TOP & BOTTOM l ( !( I i (END PANEL) j i SEE NOT£5 i. 3 A ' I 1 I I , I I 1 I I I j I SF NOTES ?I 3. A () END PANEL. SHAH ALW.jYS 8E CONNEC'FG TO BC•?TL''lu iRACk I 1 I I I I I ! ! fII1AlOt OTHEPYJic; A STOP ()AR SAL_ BL PRU'71[IEL AT 'Or OF SL�CH ") I I I I i! I I I oANE1 III PANELS I i i j_ LI.Na I (•f 1 * i I i �) * I I j - F-!.i * �f ) t -� �!.,� y * I 1 N .J- +O r, r9t (}). If €Nti PANEL5 Oaf. CONNECTED *0 BOi7"]M TRACr. CONNECTION I t�-i I I �� 1 Tel I I I i r I i 1 _ l.I. SHAL. GONS'S- QT 1/4-P-20r3/4' M.S. W/ 7J5"0,3/32 W'NG i I I I 1 I I ? I I ! � _ROLTEO PANELS W/ 1/4e-20., NUT OR 1/4'00/4" MI, THUMBSCREW' INTO TAPPED BOTTOM 1 - I ' I I I - ' i S S BOLTS IT a LA. OVERLAP TRACK LOCATION OF FASTENERS MAY BE AT E THER Or TWO 1 ! : I r j I ( I I (SEE ..FC*K1NS A5 APPLICABLE) EXTERIOR FLAT r^;,WOES OF END PANEL. I i I •... ',' (4 ) THA S -) ( : - i. f T I .I _i __ f_ ! T.- I... YIAx TRACK (. OF BAR 15 ONLYNUSEDJAI TOP) AT LEAS` 1WO i - V P 'G - P I - 4 i I I ,I ( I '11 I PANELS _MALL BE CONNECTED :0 B071OW TRACK USING SPECS ,t� ITT-f-Y--t -.14 --I'AA,,� I-?-i`-F'"? T- -T. t-1..'7-Y� 1 ". Ie..f. _t �__T _T-_T ...i IND!CATED UN NOTE (3j ABOVE. IN SUCH LASE. CONNECTION OF PANELS TO ErTTCM TRACK MAY CUR AT ANY PANEL LOCATION IJJ__ L L-1 J_ L L JJIL L JJ_ LL J JE L L-.l-E1 L_ J J IL L JJ_L1 JJ11:i J_I_L1JJ!-t 1 -__, _ -_ -__ Le, SEE NOTE 4 _. I' ]AOA V - _ 3' Ma. - I- IAn { .w I`^4"EyS _ TT 1 u•n t INSTALLATIONS UHL�' VALD FOR WIND '_ l i ' ' _ NOfr =y'' STEEL' UP TO ' 70 ANCHik15: - n''-P-h. - _ .."_ --.-(SEE SECrON EZI a Ac1EP.NA/NE UIW ON S1!EEr 18) _.. _...... _ EZI/IB, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL LID SYSTEM (t) SCALF: 3,J32'•-I' 2.687"(MN OVERLAP '/1, UOr GAP ' I i/4' w.>L cw t ,'•, , - $£CTION A -A O".111HNNIr4FN S:-ALF 3/32"-1- ,1 tPA.Tllt/j•,y N; .......... ✓ m EN 9 , FLORIDA BUILDING CODE Non High Yalocit NUTricons Zone] LP •r441 - •. '01a ,Lnm aK ?4 GAGE GALVANIZED STEEL STORM PANEL F,'R,.. Tir - ��. G O E EB c GLOBAL PROTECTION PRODUCTS, LLC. ° /y�74YP e NL"QMrb 4 AMT - 1.. 31 5TMET, S' b, FCORIOIll � M" rL I,),. " !� I FT. a. t1..aLT�.+.- n a1,f. .�f,+R'4C. - V NN P"I', - P.n. TM31.,•-1Yl1 PI. L (9:N MA9-75A3. 10 (96.`A6.-on" 2D-F75 ,.t ,,e<7 6) .. `N;T _-,. ' U-VOOR71.. vs DRAWAr lib. eALMI A TALF Y.. It aa,F.ra 7'I.. 11MtN.1 WIQT i7 fN to FLORIDAHS 1 EN(-If♦iEE1=i1NCa ENGINEERING EXPRE-0 PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17869.1 - R2 Fa( Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description 249a Galvanized Steel Storm Panels Large Newts Impact Resistant Scope of Evaluation: This Product Evaluation Repod is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter BIG20-3. 5 F.A.C. for statewide acceptance Method / d The product note) above has been 00 ccepl per () tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following penmem Florida Su lifing Code moelificallons. or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawl 020-31543 b0ed "2 Galvanized Sisal Storm Panels HVHZ & Nan-HVHZ " sheets 1-5, rig 4ga ( )• prepared by Engineering Express, signed & sealed by Frank Sennardo. P.E. is an integral part of this Evaluation Report- . TEST REPORTS Uniform static structural performance has been tested in accordance with AS 202 test standards r teal � TA S 1>a re s t8T-AEG- 7 1 Testing, Inc. n 1 -00 BfacM1'ater es Pp ) by n9 Large missile Impact resistance and cyclic loading peflormance has been tested in accordance with TAS 201 and TAS 203 test standards per test repot(s) ABT-ASG-174001 bT/ Blackwater Testing, Inc. St:STRUCTURAL ENGINEERING CALCULATIONS . -I engineering Calculations have been prepared which evaluate the product based on comparative and/or rational aneNsis to quality the following design criteria: 1. Maximum Allowable Spars 2 Minimum Allowable Spas 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12'A AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAMOENGINEERINGEKPRESS.COM E NOT N ERRING EKPRf55.Com ,.. J L7,1 ­N 4 FI d rr.:a,' 2 A. A x' , T:4 .. rnr ,r- : �rl A II41, rH, a _ ^ DET+2T1II - t 1h I I a I, I' :K GC , it 4L_I Y W­ III: fill ® t w II 'j - D:c LL ByT-NRA-MIROUr MOUxi]uc. EXTRIISYINS' Ai ^ - 1 FS F,a ruin rl _.. r i rm - E NI 1 -; E>F1TKc < HALL l1_ lY NFr 1- ..G,. _ 9 j4 F v.u,'rCO,Rlir.r I.`.�1�r- 1� :'1! , a: P M� =4 G c. CAI r �n'., a: nN 3:P I"CAL z JEF:, 101 11 -w, Imn 1 J J'��(/�J/jam// U:a l/ l ­­:T�1_11 �t CJIN1 11r F-1 E11 '•,e 1 i Y 6 n Ir I- l ,ill -,'1.RF ^ LM.K/ni.H- NLNd1.NH,IIUN ENGINEERING Page 2 of 2 All American Shol and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used In the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facaes. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), and is accounted (of in the engineering design of this product. Wind Load Resistance This product has been designed to resist wtnd too& as indicated In the span schadule(s) on the respective Product Evaluation Document (t.e. engineering drawing) - Installation This product shall be Installed in strict compliance with as respective Product Evaluation Document pr e engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shad be in strict accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein I supporting host structures shall be designed to resist all superimposed beds and stall be of a material All pportln9 9n Wfe trN7osed listed in this product's respective anchor schedule. Host structure conditions which are not accounted lot In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. AllRpmPoria Itswhith are permanently Ninstalled shad be protected against corrosion. CI ntandnstion and other such damage at all times. This product has been designed for use w4hin and outside the High Velocity Hurricane Zone (HVHZ) Respectfully. 1,1 _� 5 SIt Flank Bernardo. PE ENGINEERING EXPRESS6 411DFON6549 I Cen Auth 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3344 (954) 354-0660 1(866) 396-9999 TEAM0ENGINEERINGEx PRESS.CoM ENGNNEf BINGEXPRE65.COM 'VW) 1_ .-41 Sall A �I _ --- Yr'. .,1,11 a 11, :1 111, . E-L_t.TT)N C-EA� r FF .'L n LLI L _NL'_r / IV y �/ T- , - a O -. - R �._1 �P' u T h tip', 5' L .i: --­ - 1= ­­ � ; rn .-: sf-. ,rcT I i a u i (N _ ,k T 9 O.ir H%- ., 1 •. 2 n roc. C, I.t -cA rxr.9 r ll NfiU r 4EcrIRN YYA N ( Y O F )` .aTiy ..= c.._a;aR r 6 ':, qa N11T K.aY, "I.-_s_ r n -r-I FYLa+L" •<-+. Nuz1,At r�cawm "LOT BEET n.1-if, + , . ., _ A: u Z, Mn L T 4 NJS:: 1L•u. ,^. In -III, 9-1, I:.YI-.-) r J. --PY '.1T- rnwrnnRN .11 �e , IvI.i-I VAHY °i KI - . q izWk ..t- T p. R w, .}. ill- LK, ,E - T.- i :; uI 1 I FP r11 - TF G ,48pH ,A`I .i'S't a 1 m1. E T_ i M. � 'EIi.£d-E[i LE . - 4LL_ (V­E IA-. -1' f Dti, 'S [� <. A .SRN ,.TAN 1 _ i T T ,,,JLF V T t EU - .1 Ar-L. <r FU IIL4r1 M- T ... _,I <, 11, _. .... ,...___ K OPIIDNAL TO EOTTOM CLOSURE DETAR. iWIR n-NNNPMI, nr 1 P-rA4e.4P kYr*'6;M NNNs N ti W I 0 _ur le I a N : C M 3 a -3 w W u :r� a5c - _ OK N z q .9. I. in C 1( Z N w W I.-D v $O E:} i III a Z r a m it� I e rry.MtyI I z •"t Z =II 3 a�I!1 1 C3 » .T M � O cc Lu tp� R a II; INSTALLATION DETAILS FOR SERIES 2000 £-Z HANG STORM PANELi1� INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES { ., POURED . _C ` oR � - i�ra•A TAPCON CONCRETE BLOCK I. ANCHOR O lz ❑ c. ��� %' ' - F �/7 ��/ �1�' t /a'0 TAPCON 1'` - ".. t14R:" HEX HEAD TEK WOOD HEADER ; -t"-� '-' 14, 1' NEx HERO - --i! - _._. -. .SCREW FROM ANCFI4P 12' O,C al a• RfOlAREO . +,c. z 71 EDGE OF t� - I - .fF E'OGE tlF� ,.-II I 'C9� V �J{/q�) 1 p ' YM _I _I -. '; .:. i, 1 1n. I lit' ilj�il a I4,]' R L �j I ± SS Nit l e M s, N VWIP,R . 1 t/2' - (]16RN4 a -R I I/7. If i. W. ` R••SEPARATION I 3 18'P N 1' NMI. ; :. IXiSTING R 70 CLASS 1 / ExISTIRG SEPAtATWN I kUMN GL,tSs - �1 RME1 JM POP ALU CAM POP G1A55 TO GLASS. 1 N [(7 ) I T 6'-0' Z5. * B 1 MAX.. T/-,Ii .T• --.8 I NAIL 0 EA R Y - - - T PANEL LENGTH a S5. BOLTS .' .R- ..... _.4 . _ -'1 PANEL LENGTH 4r B I cu N .. I R - - I _b'1-_- -1- �1 N 1' Min. I a 1' Min. I I/4Y-20,i' q TO SEPARA�S I _.f SEPARATION I TFUMBSRR2* 509 Y 1 v Son N TO GLASS 1 OF 'L' a .. _:/4'e-20.7" OF "L' B I . ' THUMBSCREW 0 I r (� f- I f / 1-I ,, �' ED i a I EO -;; I- Wa % i 1/z - - - '7' _ 1/4'0 TAPCON ANCHOR 6 Tr D.C. [[%% AMCM t O 12 :' _. COEICRE7E � ED - ' , _ - PLATE Y100❑ ANCHOR O t7' 0C "`_ . "' CONCRETE BLACK :..-.._... -. ::_- REQUIRED REQURED. WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIVE EZIW SCALE 3/8-1' SCALE 3/8-i' 1,"00HIN... .. A: i!(" ¢_`.' `JGENS,& %. FLORiflA BUILDING CODE High VelocityHurricane Iona) (Non ' s MIN. PANEL LENGTH D. 441 nLi3D TAtEN. PC. Tt. 24 GAGE GALVANIZED STEEL STORM PANEL I, INSTALLATION ARE ONLY VALID FOR MAX. A.5 0. DESIGN SHALL BE 2'-6' S_ * *: * : V M" B''. PRESSURE RATING ♦%- 40.0 P.s.€. AND 6'-0' MAX .o STATE 0 •_ =-_> r O7/7'n°zD PANEL LENGTH. �Lf EI C Q fHc_j GLOBAL PROTECTION PRODUCTS, LLC. 2. FOR NEW WOOD FRMUE CONSTRUCTION: WOOD V0, fLOniF3� 2c.} Tw TpnMNti NKOI RNro ANr 'tl00 s• f' I!'�' a.. . .wr ITwPa n nlw. DIM i.. 3331 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IN S/ ,..,.-! - uma r,-mw .4MFf m.,sn IRWHE: I.S.4W1-7N9, - (M4M6--Pm 20-175 rr.-6IID6119 •-" •- 2' 1 1Nb.M,R ""' DENSITY OF 0.55 OR EQUAL, r7/0NMe /9RM:TUAC/DATT YA4R. A TP.LTT "PS N Tw"4T NRTI 1B tY Fa ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNLIMITED L �(PERP, TO PANFISPAN)�.-I TOP MOUNT (CONN TYP. TYPE AS REQ'D) SECRDNS -} NAi h°-7D STITCH WITH WASNERED UTS FASTENED S OVERLAPS 0 MIDSPAN(USE di � • TABLE) y .? Z UAP-PRIOIPRIATESPAN O <g aJh1 a E RD.15E" 1 S, ,i (CONN TYPE ♦\ " REQ'D) R0.391" / MAYBE AT T " 0.375"' a BOTTOM I TYPICAL VERTICAL MOUNT ELEVATION ll,NV N T G. ELEVATION TOP MOUNT (CONN TYP L1TIax RS REQ'D) (SPAN ABOVE BDT'TOM sTRUCTION) _ � m DUNE rr��t Ty g ®Q (COMA TY HE AS REQ'D) tP �----0@e1Tluen A �e a ;�Kw ON (LOCATION MAY VARY) N�G� TbPMWNi LAS (COMA TYPE kEQ'D) BOTTOM MOUNT (IX,,_ Lm6K (SPAN BELOW TYPE AS REq•D) OBSTRUCTION) PAPROV MAY BE N(YrCH ED AS REQUIRED, OPTIONAL :-2D STITCM BOLTS WIT WASHERED PROVIDED THATCONNECTIONS AND ANCHORS ARE USED WHIC'145ATISFY WINGN UTS FASTENED SPAN5Af30VEa @ELOLY OBSTRUCTION, DVERIRPS 9 MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N•T,S, ELEVATION ALLOWABLE S LO PANEL SPAN 81 GLASS SEPARATION SCHEDULE: 24 GAUGEPANEL:, • MINIMUM STORM PANFL S-EARA/K FROM GA S. ' I ITVH2 WIND ZONE a a ESSENTIAL[ 1401 !TIES 1 MAXIMUM U I I oESIGro - Af r St INS AU. ILA E36 YA 5 R �A ffR 1 INS SLATKN/ [ I PNt1. Rf w SPAN 0ABU SPAN tl m'. 5 N 41 nU 3U' IIU 1v N A VE 'BADE IYI 30 E Nil ABOVE GRAD T i- BU / * -. _.-_- 130Dm ___ - -_-_ _ __.__ 6D6.. ... _. __ IE II, 35 I'm Om - 606;n 776 ni rill 130 0 n j- { 606. _ 16 m '- +145 130Dm f 6.0E L,1 2.16 1n i ! SP ! 3 r L O t In I B.06In 1 6 M a / 55 1U66m 1 64Em J35 r. I .... I TM 7 83 n .__ 6u9m , __. _ 2Si n .. i/b5 S9.8 in 6.Il In 7 m 2 . - -- /mN AGAI - -- 6 -_- --- 9tl1 i__ _____ .)72 ____-_ - 270. _. .. _. __.__- 613b _______,I 248II, >FAAN SL.PitUULt NV I I_5: t. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE 1S ACCEPTABLE FOR 115E WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F"-TRACK. STUDDED ANGLE, ETC.). USE 6..15' O.C. PANEL FASTENER SPACIBL NG TAWS VALUES FOR ALL "H"- AND "U"-HEADERS I INCLUDING BUILD OUT CONDITIONS 3.0 NEAR INTERPOLATION BETWEEN LOAD 15 ACCEPTABLE: OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 70 DETERMINE MINIMUM ALLOWABLE SEPARATION FA THE OPENING TO BE PROTECTED 2- SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLr. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER MAD 3. FOR INSTALLATIONS OUTSI3E OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASIM WIND ZONES I THROUGH J. T14E GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IRED- 519nF BHIrvARDO / P PRnr4s,a CA 5 Tx ! "- MAXIMUM ALLOWABLE t " D„,I` DESIGN PRESSURES: '- x . 1` _ x' • I,. AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES AD r POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER - W w i rl SEPARATE ENGIN!€RING IN AC APr<E WITH THE GOVERNING CODE PRESSURE R€ IREMENf5 AS k. g ,. W ]¢I B DETERMINED IN ACICDRDANI� 1 H ASDE 7 AND CHAPTER 1609 OF THE Fl,OR)DA BUILDING CODE SHALL BE LESS THAN : OIY 1.1 7� OREQ 11AL TO THE P061TIVE OR NEGATIVE DESIGN PNE,SSURE CAPACETr VALUES LISTED HEREIN FOR ANY ASSEMBLr AS SHOWN, ,,,� a'u� c m 921 I GENERAL NOTES: XIdI'll ma$ TH96 SPECIRCATIpN HAS BEEN DESIGNED AND SHALL BE FABRICATED IN r aid V:iORDANCE W[TH[[THE)R)EQVIREMEN750FTHE FI.ONIDPa1ILDINp CODE 'AS 201. 202 AND 20 TEST PROTOCOLS. CbNTRACTY7R 5 ALL INVESTIGATE ofTHE Hvfiz. PER lr to O 2. NO 13-1/35INCREASE IN ALLOWABLE &TRESS HAS BEEN USED IN THE DESIGN' OF THIS6Y8TEM. 3. THE ARCHMTQGINEER OF RECORD FOR THE PROTECT SUPERSrRUCrUn WI WHICH THIS DESIGN 15 USED SHALL BE RESPONSIBLE (9 G90. TH INTEGRITY DF ALL SUPSURFACES TO. MIS DESIGN WHICH BE 0 SHALL COORDINATED IYSTIIE P191%-1NG COfrrACTDIT, s 0 e�q E�l�Is � CON ReOUO a IN CRDMO OM LLIAc I,)CV1ATTF UP pppy N7'A O T R P ONS 6 HEREIN COW ADTTHIS ENGINEf FOR ALTERNATE 6 AN CN.CULaTI A -I i ;;1A{ I.61 E E ul MAY e R luD 5 THESYSTEM QETAILEDH CREW ISO NOTPROWgE n � 8 N. SITEiCNDDOES RASPEIEDH SITE FORCONPrn ESAo2REGIST FROM THE CONDITIONS THE TIPCTSHAL DETAILED HEREIN, A LICENSEDIDOCUP N TS USE IN REGISTERED CT SHALL PREPARE SITE SEfiC1F1C DOCUMENTS FOR USE M �- LLI I .E 4, .- OI CONUUN RES DOCUMENT 6, DESIGN PRESSURES HEREIN ARE BREED ON MAXIMUM TESTED 6. ESIGN PRESSURES a n 3.5 SA PRESSURES DIVIDED BY A 3.5 SAFETY FACTOR. 7. ALL FASTENlRS TO B! P7 OR GRE4TlR SAE1PRAD! 3 UNLESS NOTED S .. (A g 19 I- IA OTHERW79E. FASTBIEPS SHAKLL BE CADMIUM PLATED OR OTHERWISE CORROSION-RESLS7ANTATERIAL AND5HALLCOMPLY SPECIFICATIONS Z a g `I• I 1Yy171I K10. ALUMINUM5YRll!:TUIE 6ECm6N 7.3 BY THEAWEI UIi AS50OAr, B FEDERAL, AND/OR INC.. ANY APPLICABLE STATE, LOCAL CODES B ALLSTORM PANELS SKALLHE24GASTEEL b0,024' < O B STORM PANELS S Mtt CONFORM TO ASTM A6515TRU_URALQUALITY STEEL. MOGALVAMMED COATING WITH A M3NIMUM Try-a&1 KS1• 10 ALL ALUMINUM-EATRV5IONS SHALLD56(10-T6.ALUMIN UM ALLOY, X UNLESS NOTED OTHERWISE ,cc 11. TOP 'BOTTOM DETAILS SHOWN MAT BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS NAY BE MOUNT® VERTICALLY OR HOR MC�"M"ALN0T 2EEDHEREINSHALLBEEMOWUMT0 Q NON CRACKED CONCRETE ON LY. INSTALL ALL CONCRETE ANCF100.5 PER RECOCTIOR y111 13. THE CONTI'S IMENDATIDN& 13 THE CONTRACTOR IS RESPD,SI LE Tp INSULATE ORP OTECTA , B R MEMBERS r-1x1M DISSIMI MAT8L1AL5 PRLT,5 ELE'C70.0LY515: AR TO T 14 E2IGINEERSEALAFFIXED EREA VALtRATESSTRUCTURAL OE5[G11 AS. FSI 11 SHOWN ONLY USE OF THIS SPKIF7CAFHIN BY CONTRACTOR, ESL At INDEMMIFIS &SAVES HARMLESS THIS ENGINEER MR ALL COSTS DAMAGES p f< SNCLUDING LEGAL FEFS a APPELLATE FEED RESULTING FROM MATERIAL. FABRICATIONr �"+-TEM ERECT]ON> S CONSMUC1704 PRACTICES BEYOND THAT �� 63 WHiCM 15 CALLED fr3R 0Y LOCAL, STATE, a FlMRPL CODE 6 FIIOM DEVMTIONS OF TH25 ELAN. ®3 IS. EXCEPT A6E-RES9LY PROVIDED HEREIN, NO ADDITIONAL CERTIFECATIONS OR AFFIRMATIOPS. ARE Iirnimb D. w C I& ALTERATIONS, AOD MARORG, HDOC("E4T ARE OPERMITTED ANQMUAROXHlCERTIFICA ypF6ENEELABELED ON7SOFUL) LABELI1a .lure1PEEY 3 .0ET CONTAINING FOLLOWING FORMHON VISIT ECALC.10131IN3 1 $1O FRB-1P H C AT.:.3 !, I.q: MA I r.1 XKI A," �i i^- P r .11MR 11f bridifig a,�MR1641S9xMC✓a J G,ILJII T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT �r - I 5 21 b " Ill ,I � �, " I I TIN , 1- He.d.r 0" 0' 0' 2S 3 BuwaA Thaeef 'U' 0" 4" 0 23" 2i' t5• 7r Z a" O' 2 P 7S" 28" V zESa HRader o" D• a- zr z 4" 75' 2 r x P D 2 t '7 as' : 2x5a Stu0 xr' 28 23' IT" 3P' 3 1' it" 10' �" 70" tl' 73" "F' T Bu1MOW ncAZr24- 2 2 4' 7fT' 48' S0" 29' 46' 24 48' 3P SS' 'f' Tr ecA TS' ZS' i5" 3T" 9D' 50` Sff 31" SS" ' MI ■ Said a *.2" t2" TI' 11' 2B" 30' Ill � 22' �" II" 3 1' i 17,Lr Noult Ta• AB' SD" 29' Air2e : 4C 33' ST 7, G` O' n, 24" 2r 2 r T 25' Tit' 'F` b r T yd" 2 4"Zr3Q' 2 a0' SIX SD" a0" 2 I" 30" 55" SU16 &11 IT ZT T3` 11" 90' 91•.. It' It" BIT 37 L f" 33" " Fr 3T 5S J 1 57 53` 'M" Sr 37 Sit" V,ID!T10NSa,"4Oc.BO"r.;Nzv,t n-,fSS'T N , 'B 711,CIN r1K 4YTARE"M'17 n No w w a_ 1nA&1 2 Nil SfPAAATIDN AAVM 515 AI{ _(O`-IN F'ANF fM ii,Wf. 1N1r T1MT,, ," nESPf "r MIN If- ISJMINAT11Mi-1 1 1 oT ll-'I.,-S.r .f - ESL .,lrh Ma.- IN &f ANUvf Wwr £ SIUF CID' _ NOT p LT W T .1. : I.f ,N. - - C' ! Irl!1N I,E. , SE. nl, r. ,, .E. 3ErA ux4 P17 ><•u AL 8 ErI' L 9 aN5 1 �. , - tNT AP .1E1 6C •flu.',• U..Y'm„DUr STPI BPI..11 MIO 1 + ­­_­...1 fAi1_ , 4, $K..l I Y 5 NF 5 SN,n 3f FVIN,11YC' Or , 9A'i 1 De SOrrM CI c5Un�+ w_F. I Nf I1 *H L>aw oP „^"N;aLi .PEA r,rAl'. �.: 1. u,3wc,:N9 nO1,.rnru. ,-,.IClnorl 1..•wN IN owls, 1ir44wiNkr:: 7'1 OPTIONAL INTERIOR FASTENING DETAIL N.T-S. I FNaFI IM6 A,U - 1,111"I' l.. 21 i i- S.S SIT2WAU: FOR' EN A-u D VO f t[:.RE w U WA:41E W WIM6N T 4 I .M 'R 61 *TOM MOWN, . L I,-f- E,t l..-u{fNT ,-,I I 6onc., HL;_m, E :C.vM rv.3' AS a I RK; Pi F"BF9 1. -'�. ,O!I Lfras,AE ant. as aT 3'rING UNLT,p'TE d'•N:INi OF WI E .uw.� -d ,. va ut G1.•E ..cNr- WU� rAM4TW Sl+MTNC l 4AE M CK1A aANEF AD,YEM 10 KAf S= ,MNfi a. M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 9gaa 4' H 'I f��' ,0 47 -, 16 +..o J* V •y m ' D"a . 4 Oil 3 � ry 1 S� Q;P Rio F m � o c __ _ $ `C sir 70 a c"1 it cz, Q) "� a rr St,'47. 9� C 1. ( 2.250" 094" �olon 2 250" 4. , y7 -7 y' usluVx 2 2 4" r 0,7s0° ❑❑ yypp11 z j z $ ? o Lab' �. - r0.62s" i _ -� 0 125' ' 7ti GA -$ 9 Q - fig _ $D,094" 8 .I)9,('" ,,.p 12[i' D94' TYP h TYP T4 T � IA -0.3 - 0.G94"" N .W2" �/" n ry 3 G $ l 930" 1.930" ,N0•-2. .062 L- ,375d 0G2' I -----I 11, T-0. 125" F: EN Q I 3.000Y � 0 062" ,250" -I 2.000" h TIP z000" � . c � = II�9$fj I L35 A30" 2A2A". -I 2,N0" 1�- I i 8' W _I §-12L" 1'180" laii ERQ'0' IL�aUBD-03UT 'U' HEAOax 4 ARf1EJ-PANCLOSIRE8 NQIg I [!�� "313" Cll 0 -5O@j 1,51 1.550"Y _ _- 1.56011 SIG 1]AG" 0.376` "' 037E"y 0. 1 5p ¢p 1yP q 1 .6555" 0.19 j 0.66. •'N Ir r � 8.655' 0.3501, 1.007"-a'.�33" ; d � �12.500" PANEL COVERAGE i TL�(rp� 0 ' 1 r ° Yf C 14.B75"PANELLEN ?? ti U � � rr::•- F+L LLy �--+_�11 '15D"0,250" 0.!75G' III; $y�%u lot CAP MLI - DIRECTION OT- am" r �G.040'• Dc. MAr � 0,065" 290'..TYP 2. 0.09 1.rNHlwU •' �.J1o" a0.I3s .3D5" NV OU LD-WT Ir TRACK 0 "'F"TR/;ONRX.ANO P_TRACK l%""-" :�' A KEYW,AE Yr .. 97.'� ' r - D NN: ur f ' G376"--t ��" 1I1655" n - w _.-, „• 1 D.I9o' tl O( Z gig 9 _. -- IR ____ LEC DAU'TIrJI r S NAY tlE I-3.fX)D" iQ o.lz jr o .i' 13Y. �--Ll'L'al D ANBSE 7yp Ly >. ,nil -e I>- ;; .V.0 (4�� "F• ANOIE - TR,1I9( [EXiENIED1 yj[ P Z -All H.r•.Hi K .L _ y L11000" - N ..""11" � � � i I -1-10. fIH111 ff} OVERLAP ♦j G T ::C 4" MAK. A CORNERUOSURf DE7ATL L \�.!/� 25" MAX. _ \ '✓ MAX. J- Irk: :6wn3Tf - `/'; ` 5"MAx, o "-'LW-'.�.. MAX xI.M. 1.0 -IL -,urrrr W r� �::Ylwril,Y:. BUILD -OUT rnneL^I•-w ,7. Inc Rr 4 r ❑ RACE r r Ir I1 MOI wl 1':I Mil 9r Ir hl l DISTANCE /\ YYA i 1 1 lJ AI.'.. iP-1 n car - VOID, .1T aca.:.�>:Icc- 5. M'._:i I .,1 s. Lx' Iw:\ ENISE❑ 1. Ail^, - '111 4 J IA 'L W"b S,ODO' ii a .. roam--•-r-`R.LPc.xE:vYze•4. •I.FrNr.s-f?, iii5 L WEN.AP "":v.l a9"MAXry 4'-a NLlw,i<.ti'. WIIIUU I .plNl LIIIWIµ}NrINI r• -FAC'e F .25 • NUM v LMI, , a I! " I TES w• , �' - MIN r 1:500• L,.ar.. 2:. 4 ,)T:14Y J:2 1 9 _..UC i ki 1 .as'- i.. IMAX. , MYN IOOff I._ '„r uA ix._I ,. % ¢ I! EMBED • rrN=T N n1 $4 n inIMOUNTCLOSUREDETATI n 1,,,- n ..i1' HIS �a w.i4 ll'Y it A1I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS @ 12 S" O.0 2.3" EDGE DISTANCE -I, Max ONORIGH,SPAII UP TO 6'6' 6MN UP TO 6'41' SPAN. UP TOId-]O" EfNIN TYP! C 4 C5 2 tl C ]ORIONCaNN TYPE Ct CL Cd C3 a0N TYPO < C C:J CI } 2 :`� iF aYCNOR PRESSURE PRlBBYNE TYP[ PM I-wv CHOED C US' 16.0"347' 9.9 1.5 2 160 1 02" 12s• 160 9]' 61" DEYYAlTllL7RAc1111 _ 4. M:4:+ . �:x �., SA 12.5' 16.0"]18" &0'"12.5 1 0 5 92" 5.8 56 125" 0" I6 al' 5.5" 125' 16 ' 1 1' 0 0 fi 8 YY.S 1 Q 6 B S4 t2 5 160" 9.1' S.4" , 125 16 a'• 9.3 & 12.5" 180 R1" S 9 125"' Y8,0 &]' S." 4 12S 16.0' &1 54' 12,5 ]bo B1" 54 125" l6 D" &]' S4' .W. 1 4 In1Y ( F f 33 Si 16,0'IBO 56:0" 1 .5 Sfi,D SS D' 12D 12.5" ISO" ]3.4" fA. "I DEWrutTRAt Dry Al 41 LM V 3A,' i. -.T.0 1 49 125` 1b91 1 9'. YL.5. 9121" 9 125" I60 it 0' 93, 12 -5 ie-0' 149 is ty, 31. 12-5 ib .1; 33 9' 9 S 12.3" 16 II 119" 9.3 p._.��- 52 U. 5 16 134'• ' SSA" U. S 16.0., 117. 9 5 IZ 16.0. 19" 9 5" H'-- i2 USI 16A•' ILVI 9.51' U.511 15 0 119" AS' 12,51, 16 0" 1119' PS, D // J 33 4111 e•,NwT ALL WOR5. O BET - 42 12 ' s 1B 0' 30.0' 36.0' Y2.3 1p 0 SST" 13.4 12 S" l0.0" S4 L" Y3. 9" L2 5' 18. ' 16.0' a 1a b" Y .5 a 14 0' 118" iD 8 12.5'" is.0" 12 S" 10.7" 12, S' 16.0" 156" 23.3" 12 5 i6 O" 17-5" 1D6' 125" 16 0° T2.5" 16.6" 48 3IC y�7� $1 12 5' i8.p" 14.4" 113'/ 1Z.5 15,0" l2.,S• LD 8' 11S" 160' 11.5" 106" 125 1fi.0'• US. 30,6'.' 12�5 160' 11S" 106 12.5" lfi D" 1t.5" 30.4" M'k a'F-��, 22 ul , I -'I 4" M1n,ll 3 12.5 i O" I6 6. ' 12.5 D' D" 142 125, 1 D 1 D 12.6" iI`-1nA,}WAIF 41 . '-}A I M ]2.5 1&O" MO` Y6,0' 11S I" id 0. 1%?" 11,4 12, S" 16.0" 14.6•' 11:3" 1 z.s' I40• mv, 3 lz .3" 16 D' 1 " " s1 112" 12:5" Law ISS"' 11 2" X 52 1L5' 16A" 16,0. 13,0' 12.5 ISM" 15.5" 112" U.S" 16.0" 15,5•' 11.2" 72 125" 16:0" 1SS' ltrl L .5' 14 " .5" 1,2" U.S" 16.01,15,5"' 2.5"EDGE DISTANCE 371SF1-V4'DN00 33 625-30,3' 4:25" 71' 6125' 6-W 1. rM.. n„RN V. 41 4 e as 32 ]2 12.5 16.0 6... a, T/a"Y II. 7,,, I-174'IMHI IIFWA III M, 41 US U 7' 6211 1, ,7. 48 Sx 6.S' 2 04'. . 1 72 6.25 93, ro 174" I r I-1"',NH,n 33 32 5 S.D' 5' E 7. 7.3 125"1 3 R 5.2" S"D e5" 2 0 46' 4 •' 12 S U TTW Is-TAPCAN 41 iL5 15.6" 6.0' S.8" b.25' 106 42' 4G 625" 107 43" 4D" 12 s' 13.3" 5 3' 511" 4.29 • f0.7"- i 1' 40 6.25" tOJ A]"' a 0- u49 rL-..r.+.._ 52 H'-�"•'�� 72 6. T' c25' 12.3< 4?- 10711 4.1• 4.6" &25 40" 6,2511 11.7 103' 4.1' 40 6.25" 4.1' 4.D' CIS" 10 4.1- 4.0" 107. 4.1" 4.0' i D , IYdN11t11 33 12 -5' f00'141' 113V, 12-6 160' ILI" is f2. 9" 18. V. aT" 7D" 'z ALL;0D B6000 BET 41 12.5' 16.0" 11,1" R7" LIS' 16A" 7.9" I 6,9" 12, 5" 16.0" 7,B" 6,5' 49 1 2 5 16,0' 9.7• 7 7.6 ' 1 5 L" 16 0 7,7" 6.2 12,5 16.0" 7,7''.6.2" 11i-a S2 SZS 16.0" 8.9' 1.2• 125 150 77" ""' 12.5" 16. D" 7.7' 6.2" ��-Tr--Fcii6b 72 12.9 IrLW 7 7- 6,2" ILS Sb D T.T. 42 /1.5" 16-0 7,7' 6-Y' L74H • 1 17H• EMBED 33 12 5' 16.0' 5.4' 5.9" 6.27. 1L.3'P a 4. 4A;P 6.23' 10.3- 4,0" 3J" w.T,I:.AINA,A 41 1DIC 125" 13.4'• 5.2" 40' 6.25 9.3 JIG' 3.1' 6.25' 9.Z' 16' 3.8" 48 SL 6.? S' 11.5" 4.4" 4.1" 6,25 9,Z" IS- 13" "' 9.2" ` 3.0" 6.2; 9:2" 1:.5" 1,3" b:25' -, 9.3" 35° 1,3" 72 4.25 9.2 3.3• 3.3 4.25'• 9,z" 92'• 33" 33„ 2J4" L9fC! DTSTANCP ) R so"* cacao PRESSURE E P Rle9URE TrPe !aP l:RAN "' I[ "', - iP IAi 4'JP "'^ 1 L I'-llr TA1NN TYP! c1 rz c3 a a e1aIN TIT! n [x c1 cot rANN 1[YPE CL a R3 a- 1/n" Y 2" EMUED 3 3 IN, H1vrw 1 4 4 B E2 T2 125 160160 0 7 9125 60 I40 75" 12,5 0 I60'16 6Z' Iz.s TES 0 I&D ex IZ S. 115a l3 6 e 12.5' la 11I.-" 6.0" 12 S 1 0 16 v 0 7 6 32. S I6 0 14 A' .7' b 161 3 4 J" 6 0" 12S 25 16-D' Sb0 1B0 It 6.9" B D` 12.5 125' 160'l; 14I 7' bD" 14T bo IZS' 125' 12 S" 16 D"11 I.; fill" 18 14. " GO" D G .II K 1 Lir LTIaT[ 93 WOOD SCREW 41 48 � 52 72 11.5 16.0'160 104 12.5 1 0 12i I0 72S 160-101" 62' tz5' 15,0'147 &I' 12.5 160 9.7 SS' US' 16.0 97" 5.6' 12,51, t1.5 32,5 160, I",. ", 15O 111 Sb.O 9.6 7.0" 34" 5.6" 12 6' 12.E US 1 0 6 B.0 1.0 5. . ' S b 6 :.a e.B" SB" BIG" 56, 125' ]25' 127, 1 0 9 . 5. " 6 6 6 10A• 0.4" 9.6" f 6.D" ss. 5,6" -374.CrIBCII- u4K I 33 LAP CRa't 41 f#S' �!, 49 T -rl�� SZ 12 12s 16 0' 1 GO izs 1 o o LI. ^ 5 7z s' Ib o° 70. ^ x t 2. 16.0' 133' 1 .S 2 1 60 9.2' 1 7 S 6.0" 9. ' 2 125' 1215, U.S' 16,0 SL.4" 16.0" 105" IS.O,, 91. S. 160' 91" 12.5" is. 0" 9.1' I6.0" 4.1" 14.0' 91" 1215 US, 16.0' ISO 9.1" 9.1" U S' Us" 1a' Y e" SUBS, 93 / � .If I F OINI1R_'r 41 ,7000 6USHINC 48 52 12 .5" ,0' 6 86' :3". 2 .S SS. S' ESA 5.1° ]2.S' a..' 13.B" 5.3" 5' I ,'S" 18,0' T D" 39" S 2.5* 12,5' Its" 1• a 0. 1]" 12. • 4.8' 4,]" 4 12.5' 15.a" 5.9" 5 .0" 6,2s' 12.3' 4.7" 4.0" , 5` b 2 12. 3 ,9 U 5" as 1" I s d.• 7 6.25 12 3 4. " 4.0" 7 a 25" 12 3• 4.0" ar B 15' 12-3" 4 i" 4.0" &29r 12 3" 4.9" qA" I Q25^ 12.3" 4,1" 4 p" ANCHOR NOTES: ANCHOR APPLIES O0. PRODUCTS 7 1 CH SCHEDULE PU T ALL ROWC 6 CERTIFIED HEREIN BUT ONLY Pq(1y]Or3 MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURE INDICATED IN SPAN SCHEDULE SHALL APPLY 2 ENTER ANCHOR SCHEDULE BASED ON PAWL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ONSH R AND SELECT SPAN GREATER THAN LTDSHUTTER IfTTE TER TN G CONDO MOUNTIN DEMAI CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (BEE MOUNTING DETAILS ON SHEET E FICArION OF CONNECT ION TYPE). 2 FOR )C] Nn. NN 3. '"PANEL FASTENERS" ARE STUDS USED IN COWUNCTSIN4 ALL MOUNTING EXTRUS[O WITH NS ("F'-TRAIX STUDDED ANGLE,ETC) USE 625"O.0 PANEL fASEENER SL1Q G TABLE AWES FO0. ALL "i° -AND "U-HEADERS (INCLUDE NG BUYLD04J7 CONDITIONS) 4 ANCHORS SWYLL BE INSTALLED IN ROCDRDARM WrTH MANUFACTURERS' RECDMMENDATIDN'e 5, HOLLOW BL= HOST STRUCNRE 54ALLCONFORM TO ASTM C90 BLQM 6, MINIMUM EMBEDMENT SHALLBE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMENT AND EDGE ❑I57ANCE EXCLUDES STUCCO, FOAM BRICK. AND OTHER ALL uc WALL WALL FINISHES BE LIMITED TD 14" MAXR SHALL E VERIFIED 8Y D TO A HALL / a ufR EO THERE ADEQUATELY TRANSFERLOADS 70 HOST STRUCTURE. a, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE ENISTINGSTRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VEfUFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN) WOOD STUD (Y,' EDGE DIS`TANCE)S ACCEPTABLE FOR WOOD FRAMING), WOOD STU D SHALL BE"SWTHERN PIN E"G-0.55 OR GREATER DENSITY, WIG SCREW SHALL AVE PTOLLIPS PAN HEAD CR HE( HEAD, I I. REMOVABLE ANCHOR5 ARE. DEWALLI T PANELMATE, ALL -POINTS SOD -SET a BRASS BUSHING 12. MACHCNE'SCREVS SHALL HAVE lf2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE En HER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U.N:O- 13, MINIMVM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14, = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. i5. OlI DIRECT MOUNTING GTXNDITTOK+. 16 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES 1.15TEDIDN THIS SHEET 11 -0--0 N a) cin C'6 N U 2 N Q = _0 C .& CB U "a N a- � C .= C6 0 Ca �, Cn 0^ C C O Q C O W cu ♦♦�R'1N C O LL O An 1.- 02 0 Q = C/� .= 40 CO Q s< 4 z z W J U) �a (1) nW W C_ -4--la U) =3 CIO L-L C/)a< 0- (1) -0--B U :3 O ^^IOL 1..{. W t- U) CID L W W 2 Q Z z Q J a SHEET NO. SH 1.5.