Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
36560 Garden Wall Way
0 rA LO ID chi 0 0 0 J Ckf -a- rn O I N i rn L0 LO `v N Q 0 0 J 0 0 I CV i LO O t N 0 rn 3 Q N 0 C o_ E F2 fv E 0 `o c J Cn tZ _0 U O 0 UI U c 0 U J Q) tZ 3'i 0 C 0 co 0 0 a cV CV O 0 00 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro, Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket(Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FpN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. ` Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH12 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL I 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 1791 Al 1 KLM debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 00 c� o d -a > W -�maG c cic ' sv - v .Al C ! wvFD K C_ I= .2 0 20n V r e. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W �E g CR V N m O 0 � � 2 h �Nc a N m v LU 14 C 5 i V J UJ 5 a z — 'E: � rn wO 7 @ N (O 0 05 m W IL Q J z N N ZLL < E Z O U u u) W ❑ ❑ Z N M 0 0 Z m N F Q � a N M N Z vC " d—+ cn fC5 u, � U O w oUft V) c w V) U . ., >— J E L N U a Of u) �0 N Of ern ti o w co o Z E u_ �° W= a� zo o E X o oa �z °z Z N ~ � ¢o 0 ¢ az tt� L in - o z o �m m � o z z a�i � aw 1z oa go U `o a ~~ gz o a� of �o cD <i z65 o� U > CO LO LO @. ca L co o cc C:) J O J r- � Y r m co Cn m N c LO T aI o No N O CD CD L LO T Q LO T (.0 00 M o Z m Z O N E E c c a U � Q p � JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. C S V v rn LO L0 v cn C, a L0 0 2 15. rn 0 I N LO L v Q LO 0 0 J 0 v'o I A LO L0 L v cn 0 Q rn FU- a N 0 i C CL 0 s 0 v c J a� r7 v 0 �l y .o i a 0 . ti CV O 0 v a 0 a 00 0 9 0 zz- 00 0 a m v' 21' 11 '_4' 15'-0" H.B. A 7A 35-SH �\ I d0 LU - OzJ 0_ _ I 0- o? ENTRY rU N rU ILE �- o Co 30'-0" c�i LO N 4' '-3"I 78" I 8'-0" FLAT CLG. CAFE _ 3068. 1 4`0" �`� FAMILY ROOM VAULT. CLG. � , - ' �n �� VAULT. CLG. CARPET CARPET I I &4 r CV r PATIO Mb� ^M o �\ a • W.H. r---� E �-Ir F - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II Il I II K O E I II c l I I I I S4 ro I ASS 8 �1_ '6'-74„ 1Uj 1 I I I 2:12E� �scP I lal ¢ I I I I A 8'-0" FLAT CL TILE I 3'-8" 2'-8" 4'-3" 6-10" 3'-7" OPT. ID ID- O-_- . I 20-9III I 1I $51I O 5-0" 1'-5s1"L. DRYER VENTG TH RU ROOF HANSON BOX @ I I 0 o = 2 I 6 2„ Oor= O 9- H °) EDGE OFSLA62" -------� wJ o FIBERGLASS o BEYOND WALL MSURROUND NI� w (4) 2x4 #2 SYP O Z D.wz<STUDS W/USP 2-CAR GARAGE HTT4@ BASE S3 8'-0" FLAT CLG.INK DIS 34C7 9' 24„ 4" I I I I I I N I ^ 1 I I I OWNER'S I I I SUITE -- I I I CL P NT Yc� N TIE -ILE I I I I I 8'-0" FLAT CLG. =W �� _ -- -- CARPET I T LG. LRA-Gt- L 1 j I K I - - - - - - - I Irn- s wso 9 _ S3 L---- TYP @ 1 D co STORY 5-SH- A HAL S3 60" X 36" R&S 2668 00--------------- T--------------- N 9'4' FLAT CLG. SHOWER r�N 8'-0" N I FIBERGLASS 8'-34" "' 3'-$4' 10'-4" CARPET 4,_1„ 1,-3„ Lo U) 00 SURROUND `O A �co� -1 4068 B.F. -1 1 4068 B.F. M S3 LU r N O N w R � 4-SH � r 10 12'18" -3z _ 11'4' `V N 2'4' N 1h'-10" 3'-0" g, 84„ 2668 BEDROO 4 _ I 8'-0" FLAT CL uJ O T 1I I 1 CARPET 2668I c7 --------R&S------ BATH_ _ M W -0" FLAT CL.G. I I - o W.I.C. TB �-6I m 8'-0" FLAT CLG. I �I I I CARPET _ BEDROOM 2 1 BEDROOM 3 8'-0" FLAT CLG. I 8'-0" FLAT CLG. AC PAD c z CARPETCARPET - - --------- -- --- --- 4-SH I I 1 T EGRESS EGRESS 25-SH 25-SH VERIFY METER H.B. i3:)O �q LOCATION WITH 3'-0" BUILDER 30'-10" 20'-8" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1.3/4" X 9 1/4" LVL 2.0E Fb=2950 e (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 18 X25 S.H. 13 20X381 182X371 S.H. 14 20 X 50 18 z X 50 S. H. 15 20 X 63 18 J X 62 4 S. H. 16 20X72 18,X717 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X381 2 6 x 3 7 1 S.H. 11-14 27JX50i 26x50 S.H. 11-15 27-1X63 26X621/2 S.H. 11-16 274'X72 26X711/2 S.H. 22 374X26 361X251/2 S.H. 23 37 �4 X 38 � 36 � X 37 3/4 S. H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 374X72 3671X71112 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S. H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54X72 52JX712 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening . control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic ,.crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant, OPENING PRESSURES ENCLOSED-EXPOSURE"C" QA +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 �G SEE SN SHEET HO 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 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - Al 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA PATIO 1817 I 1817 427 32 2276 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED SCALE: %4"=1 '-0° (GARAGE / LIVING) CIQ AO c cV - > w ® C n fl r v LA - Cc In N C car Q CV Y' 3= � ,W CL A.r� CD to Q- a = E., Cc G � v aa�0 SE= • CSw N a O E 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 N p N 6 C: Y c co r.0 'Srn�N �� N rnINtia 4 :_J w - -o w a a Y Z a' r m o 5 W = ��m o W Z LN ILW co m CO 0 L N Z Q 0 OU 0 Z U) ❑1 z N O o 0 Z m N z � � Q W V) N z a / n C Q) W �J o 4-1 CI LL - O-� tJi w o C t71ls U W J H - E L U I zip.. 8' m r_ o m0¢ w C7 o z G � LL Q E E_ zo 0 o z 4 R Z© o a C O E 0¢ az UO 000 az N wa <z (� (/) z Y m� O 0, - a J Nm ¢m aw zz (n CAP op Z �° w aE �� o O Jz w� -0 �o aF � o� °- 0 F Q = > u! LO ui rn Q F LO CID p cc O r O J Y Y T m U) -2Z co N c LO 2 04 N oco N � LO (0 t 0e�o 00 T E LO C� o z z E Q � U) c n E U ui Q p JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND CN VARIES, 2 LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE q CABINET 00 � OQ ~ O~ �} U- U- Q OCVO M M co M HOOD O a RANGE KITCHEN M 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER N FIN. FLR. 1 0 O CV r N OPT. . REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS B TOWEL BAR ON BATHROOM WALL I SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH Co0 TUB BATHROOMS, SHOWERS AND TUBS 5 DOUBLE RODS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY ATH 2 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY Li OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O o FINISHED CABINETS COUNTER TOP 30" H BASE - C° o CABINETS - 0 o0 00 00 o U- TIN n t\ r L to L. /Lrr^ 0— 1'-2" - 2x ra � = � � FRAMING - =N, CV) C0 M - 1 /2" GYP N N N �? BOARD FIN. FLR. r FIN. FLR. , 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING w ® v QF-,c O7 7 _ i ", ,O �3,17f 1'T C � V � as , Q .. i Yly�; WN (� o •® G�t 0 i® ns' ••J'J •�e. tttt� � S_ �Fc7G 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. N O O s M g O N a U w o c m r c N r 7 in ? N cnr'r-- ° LO r LL W LLB d J W o Z WC . �0_ 03 j (pN0 O W m UJ 00 0 CN 04 LLM Z Q J Z N O U W 130 z N M O O O z � N z � � — o- u, (/)V) z � o O W o N `— in qT LU J E S/ � C) O N � _ 0 L 00 ¢ �m O CoZ W Cl) M m p z 14 J lA_ Q E O ¢ z o Wo z ¢N ZO as z 9 (6 O _ I N � XO 0o d Q z 0UU z L wo < ¢w ,4% m p Zz= m o C _ QY U Olin Z z J Nm a tl QW �z � =o U � Q �< a mF W � UCD QY �� zIFLIT a Oo 3 2O 0 .L = DC LOm ca I� L. LO co C:) c6 O =3 CO J T— co U) m cV m LO T �' � N O± I Q N C) o Lip r LO oor E c coO Z f6 3 N a U -j Q p 3 JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 2 1 rn 3 Q L0 2 v� 0 0 0 0 rn No N s a ti Ln L0 b tn� 0 Q rn 0 J 0 I L" v cn ig C "L 3 C QNN CN O CL E E 0 x v c J 0 L r.. P v a c 0 U J ti CD N 0 00 hi 0 O 00 hi c� 0 0 0 Q m 0 N r N 0 CO SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --�, HEEL HDR HGT. TEXTURED CEMENTITIOUS FINISH ON C.M.0 (TYP.) --\ 12 5� F1 F4) ( F5 12 5� FIBERGLASS SHINGLE INSTALLED 12 AS PER MANUFACTUER SPECIFICATIONS 5 1"x10" SMOOTH TEXTURED BAND — — — — — — — -- --- - ----------------------l---- F17-11 FE 71CliL F71 F�] [D7C:I � El IEDI t=i00 ElC o E ] ' 16070 OVERHEAD DOOR 3068 IM FRONT ELEVATION — Al 13'-0" RIDGE VENT SCALE: 1 /4"= V-0" 12 �5 LEFT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C: vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions, All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 a ® ! N d C2 N A l W N ` __J fOGJ� Off, R F IQ "OFESS\ 0 111Ix, at0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - .. Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E 8 G $V 4 m ti Z3Ln'9 44 44. 0w c U_ Sz5 i _J a w d Yn m c -C C o LLW,2mrn z m L0 NCl) Z Q ..., N OU < L Z W E10 C9 Z N M o z � N z � � J — d � N N M z � � o LU Q a tv •I�` U Orl., I f1 v ' N o N = w Tim U w � r— _ E .., t U o tffil � o co Z< MZ o U Q E zo Wo z >� zp < � z® oa t_ CL 2� XU UKO � O ZO CV ro It E '_ Wz C, < o < ww Q? fu - m � o 0LL ¢Z ID 3 8< 5° Q LL- a mw 3 w < oZ L C O =3 �O Mil O < 0 zI< c Q 0 = E LOm cc Qom^,, cc i LO CIDC O 0 � >co > O J r Cr Yco r 04 m T QI CN c o O 04 � o I.n r ILO 00 T = M o Z r6 Z E O in a E U _J Q p C � JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 3.1 12 5F� HEEL ----- 12 5� 5'-10 — ;10 11 1 6-13" 1'-0" - ----- ---- 12 5� 12 iv _ 5 T.O.M. — --------------------------- 2'-0" HDR HGT. TEXTURED O CEMENTICIOUS E0 Eo FINISH ON C.M.U. o ip (TYP.) F.FL.-----I---------------------------L--1-- 4' OFFRIDGE VENT 12 �5 REAR ELEVATION - Al 13'-0" RIDGE VENT 35 SH 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED 3'-0" CEMENTICIOUS FINISH ON C.M.U. (TYP. ) RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1).' Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cat, c' 00 �. -o 0 cV W �-.qZ--'G IC �- 3 ; o o, v. a w%11!llfll//� `\\ la�O W N 1(bo N (� ROFESS\O�\ � /sllllll11111\°°��\ 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 N W 'I E 4 S o8 N o. N m�v w Q LL W S5 a w LL' J� t ma N O W �pjO' W � m w LL a co NZ a J ILW ,n N co O U a o E3� M � z N o o Z � z o N M Z a J — o J1/V) �rI W � U 0^ LU (+ I Ly N U W EMIL F— J E m I U o Q V 0 o �.. C3 ffi M M y Oz z g U_ E zo ao >N Q� 14 Q E wz �� __a Oa UO (6 CL t— CL O E N 0 U .8 �o U O� az ao irw c~La s= mo 0= pY �m 0- Z N J aw z us o < o g a Cn �- O <w <a ao co O W0 - z�a ° 2 O 0 = y > LO LO QCL C� LO C co O T 0 Y m o ii) m � � �N� Ln T "2 N .0 ca N 0 o d? LO r r LO oo E co 0 z E Q E ui o U J Q 0 0) JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 3.2 1I �.;.,� n iWlI1JLLYI11l 3 x LID L0 0 co LO O J O C=) 0 1 [V 2 rY rn r LO 0 C/1 0 .a LO 0 J 0 C) I N LC LO L 0 _ Cr / �C N N a a E x N V v V i U a� 0 i ri c 0 v 0 a� 2" 1„ N 2" N o0 GO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �� iv 12 CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4' RADIUS a 1'-5y' 1/2" RADIUS 11.14" VARIES VARIES ch d Gild CAP iv 1" 1" (V M O T 22„ 12 1 1/2" RADIUS VARIES VARIES rN T 1„ 1.0„ 1„ 4" 34' /3,, rTd MTd 1 „ 4 42 N -_ N 3" f 3„ 3„ a 2" _ - t M VARIES 12' ,,, 1„ 2 2 - IN 32" 11" 32" 1" 1" 1,_8" 1 „ 2 1!2" RADIUS - BASE icy - N BASE a �N 12 *NOTE:1. VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY a COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO,L—j OPENING VARIES 2" 2" EDGE OF OPENING—k 2" �`'� �N 1" 1'-4" 1" 41 21" • 1-1/2" THICK 1-1/2" THICK 0 N 4" 10" rIN M 21„ 4 cid � T 10" fV CUL c_d (O _ N Cl) 4" ' 2 N 2„ 4„ 3„ 6' 2„ 2„ N cn w Q cn W Q TM 24' 1-1/2" THICK 31" rM 2'-4" 1'-10" d 52 1-5 52 IN 00 1'-4„ 3„ I I N CD - �M 54" 4" 1" 12 VARIES VARIES 2' w _ r� i N 22" • VARIES VARIES 4„ 8„ 1 „ 32 W40 ===A:� r---------�pN (D I2 I J2 � �M �,, p1' � Q 1, 1"2 44 6" 4" 2 KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" 00 EYSTONE F11 OPTIONAL00 3 a)'K4" WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-6414 12, 54" 2'-1" 1'-12' S4' f2" 00 00 1 " 3'-8" 4„ 3-0" 4„ 101, 1,-4„ 101, 7" iv (V o iv Oo o v ih ih r LIM 1„ 1„ Rr0" 11„ 2 (V� rN O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N cw cw o W -o V c 3 =' as � 3 � . 2;1 C3 �t N CV 0 CV 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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q -) OE p M 8 ci N N C m Lo o O, cc 5) rn r � N O # W Q J LL ul J LL LL ' 0. .� 13W — O " 0_ Y L N d Y O � co O W rn °' °' m Z ILW N Z-tc J 0 ,^ N O U Z El El V M z N M 0 0 z N z n Q a. aroma N N M z C 0 L GO W o Irl U OW v I o N � Ws W r� J £ 1 ci o N c u) � N C, m �Q o w co co z o Z J L.t_ L cE E z w o oz � > ry zo <� Z® J LO I— O E g XO o¢ p ¢o UO Do of d z N Q p r� L m �o C!J o� zF J ¢`.s � W �z fn w go momQ U �. a nw �k �o O W Y o a zla 3 0 Q = LO ai rn m Q 0 L0 r C:)J � Y — T m � m co N L,n r QI 0 -2 N co O 0 _N 0) C) C:) LO t-- LO -- T E E LO M o z m Z E E O (n cc a E U � Q p a) JOB NO : 22-09410 SCALE : AS NOTED SHEET NO. F 1 3 x L0 u7 0 Crc 0 0 0 J 0 0 I N rn r L0 L8 v rn 0 Q 0 0 J ct v'o I N Ili 0 3 Q 0 i a E O s 0 N J y LZ In V E 0 �I 'o 0 0 0 J LZ N N 0R 00 45 0 0 a. c� N 0 0 a m cn ELECTRICAL SPECIFICATION NOTES: "ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/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 PEfF WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET KG.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE IO EXHAUSTFAN lO� 1 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER Ja ELECTRIC PANEL I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J �? CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights 8 outlets NEMA 1 00 #12 to appliances and GFI 150 AMP/ / 200 AMP 0 #10 to W14 #S to Range #6 to HVAC / I 11. V , :_ MAIN 0 200 amp 150 amp UNDERGROUND 12§ SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER 150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1'1 Z�J GFI WP GFI DISC. 4 AC PAD PLUMBING RISER - NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER 21 \ \ 1T 1T 1T \ \ CAFE FAMILY ROOM ` 12 PENDANT AS PER SPECS l/ \------------------------- ------------ ROUGH -IN FbR 7'-01, OPT. CLG. FbN/ LIGHT ARE -WIRE I \ \ \ I I C.M I \ � Fra,ii� I � II II I / / 1 OW� R'S W ITE � G � ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE I ® 111 � � r�Q • � 1 n -1n n ;r GFIu AHU OPT D. I ENTRY I WP f,H,GFI 1 ylJ IRRIGATION GFI @ 44" A.F.F. r------------ W.H. I II n I I I I I I I I I I I I I I I I I I 'GARAGE I I I I I I W. FI GFI Zbi44" GARAGE DOOR I I A.F.F-1\ LIGHT AS I GFI \ I I PER SPEC I I I VP 2 -'�',!'i R- GA -AG5' I I GFI @ 44" 1 I I I ! I f ' A.F.F. I I I 1 I 1 O z I I I Q J I 0 Q I I I 1 l �U I ILL. U L------------ II LU W \ S.D o L TED RECEPTACLE ROWAVE RANGE ER SPECS \ —L—i \ Fin z RO•R 10t1 . r_ri C. 111 LIGHT PREfWIR? �i/tY`-D►1 � yBEDROOM 2 S.D S.D. ' � 1 EDROOM 4 ROUGH -IN FOR 1 ROUGH -IN FOR LIIGHT PRE-W REB E D F OO M 3 OPT. CLG. FAN/ L \ LIGHT PRE -WIRE 3 VERIFY METER — GFI LOCATION WITH BUILDER H.B. ELECTRICAL, PLAN - ELEV-Al SCALE: %4'=V-0" o0 W {� 0 r O C9- X a m ,w u- o_ N R C c N ® N Y a� cc L t C. ca N aa) c '© cc 7 y =. � C CD N N O 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, H W 4 �I E 0 8 U N IF o n rA W ��Co eQ VLu U)tiZ� N O LL -. s LL IJ.. .-I0_ o 7 � @ o z t0 w�13 C� _-O�0�,,;, Q� Z ILu' 00 1. - M Z _1 Z N OU L W U Z Z N t" ) 0 0 � N z o � Q -o s. Wv) Z N c+� a v0 u- -I--1 M C W ° �. U � 0 Ln W p Y U W � J zL W co M w ¢ o � z 4 I Q E ° oa �� � ¢. Z® X� U a4 o o o 0� o CV E wz o ¢ wz w w L a z Y U m o Z , _ ym 4w � w= go CD.mw a o. Q J F = 7 � O C.0 w w =�a a °� 0 c C:) _ Y J rn Q C� F— Ln J � r Y t— m V) m � N LO 4_j c t 0 N 0')ai o 0 .Q C:) N O LO L,n r r (D oo E m w Ln M o Z Z B O @ c a U _j a¢ p JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 4 - �LL;u.�i 3 v S Q rn r� L0 a� `c o- Q Lo CD O O clil cV / S Q rn L0 L0 L Q 7 V 0 0 O J O a I LO L0 O 0 c lJ Q C) N /v -L E H N E 0 S 0 v c c ti N �0•' U U d c 0 U J N LZ ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 13 3 Floor 2276 2185 312 1092 78 546 1 1 609.0 195.0 414.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=l'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) (V :2- W 0 i— s Li a cti cm c-3'c ® _ m "- �W� © r N 4 ter � •— ca u o 1p'o wiv ,tv \ , •-fir .•"r 40.E Lti ©e� C. "r p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E g0 � � N 0 N 00 :3 u) N # N rn r- r- ° L N �Mv 2S2sZ Q C LL J 5 LLI J LLLL 5 ' d z_ Cu 0 t L6 13 9 1% O C'4!�2 0 02,C) W CU5 c — m W Z LO N z Q J LLt N O U V Z 0 co W Li Li V Fal Z N ch O � z O Q � J — 0_ � N M V) z v � cn W � 'O W Ln N �N in Uft JK (� r— � c W J — _ � yl� t 8 � d a_' V O N C ID N00 Q • N �� CDW coz M O J LL Q E E O z O 0 g > N z® �O XU UO 0U cino N a0. ¢ G Z ¢ Oa xz W W L ro a x U m O O¢ Z z C Cl)% � 0 ¢w to J � ¢ zzz go W CL oa w LL a O w M a� zI¢ O C O fY LO 0 N _ cc �^\\LO CID co O j 0 J � C T Yco T CoL /� / r QI0 a-_j D N o O O N .Q � O LO LO T11- Q T LO LO oo i '^ M UJ o Z Z 0 w E Q cc m E 0 -a m aci 0- 0 J Q Q J JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 5 v L0 5 0 O O 0 0 C:) I x LO L0 v 0 Cr v0 Q 0 O J Q O I N Lf L O lu- [Q (VO CL v E r— E 0 a c c J In fi 0 0 0 c 0 UI N V N O •U J N r N 0 0 00 r3 0 a N O tV 0 00 1-7 0 m v C C a 3T-8" 6'-0" 71-1$ 5,_23" 6,-0„ 2'_9„ 5'-2" 5'-1 6'-4" 4'-8" 1'4' 3' 0" TYP 2-6" x 2-6" x 1'-0" A L W/ (3) #5'S E.W. H.Bt S3 S3 I . .......... .... I— r r INDICATES FILLED CELL w/ 3000 PROVIDE /2' x 9 /2' cv EO PSI CONC. GROUT FROM FT. TO BEAM W/ 1 #5 REBAR VERT O RECESS FOR FRT. DOOR SS " SLOPE TOP OF CONC./ PAVER TO BE 4" -3 1 /2" a I in C) STEPS AS REQUIRED ( ABOVE SLAB TYP @ ALL o co BELOW FIN. FLR. - V-10" 5'-2" -0" '- " 3'-8" 2'-4" 6'-0" PER FIELD 0'-0" 1 PLACES SHOWN HOOKED FTG. I DOWELS 5" EMBED W/ 25" EXT.CONDITIONS CJ ABOVE SLAB "GRADE 40 STEEL" CJ I _ CJ I I - HVACCHASEI AHU I' ���-------+—-------, N TYP iv L S3 c iv I PROVIDE 1 2" RECESS FOR SGD. REFER TO BASED ON I 1 / 2 #5 REBAR LOCATION : % % > ��W,H / VERTICALS w/ in I. . in rn —3 1 /2" MASON'S SLOPE FOR WIDTH I 32'-84" I �•/ • • • • • • FILLED CELL I I 4'-88" . . L 37'-52" I 21'-24' r 5'-4" T-8" 1 T-8" I :' -31/2" SLOPE 4'-0" I G KITCHEN ISLAND S3 LOW WALLS CJ r — — — — — CJ CJ ---2,-01 ; ; OPT. D IIPpj- :: I I I I I — — I I (— -� I t Jt - o — I............ �— II M� I -- ' — — — — --CJ — — �. I } r 1 I�rJ --_ ____—__—_— _ F CHASE TO OPT. Ilr��r�� -- ISLAND 2'-6"x2'-6"x1'-01, ; 'I REF. I I I III �� I I III L—D W LJLJ .f 11L===___�� EDGE OFSLA62" J l 1 j — — — — — — I BEYOND WALL S3 o J _ W/ 3-#5 E.W. G CJ : 'I— — — J L`— �L SINK w/ DISP ] Ir K � } S3 c'3 S3 I 2' 6" 1 N II \ I o 23'-11" 2'-10" 4 14 {L I; `9 (2) #5 REBAR A I I I a l i��� I;: I VERTICALS w/ in 01j K FILLED CELL p�l�'1� a I���� I: 0S3 S3 80 ao. . . . . . . . . 01_01, L_ L— — — — — — — J TI� /- - - - - - - - r ................ co oo I ■ ' / CJ : 1CJ CJ co 3-1/2" MIN 2500 PSI CONC 0'-0" I SLAB OVER 6 MIL VISQUEEN v : VAPOR BARRIER I PSI CONC. SLAB FOR I (3000 : AC PAD i 1 CO • I 1 li 1 / I] IJ =,N HERNANDO COUNTY ONLY) .. I o� VERIFY METER H.B. S3 LOCATION WITH 3 -0 BUILDER 15-0" T-2" It 5'-2" 6-0" 6'-0" T-O" T-10" 4'-0" T-10" 4'-8" 4'-8" 5'-2" 59'-4" FOUNDATION PLAN MONO - ELEV-Al SCALE: %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 a z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •�= #5 CONTINUOUS ;,•' ',_ REINF. SEE FND. FOR QUANTITY X 25" X 25" CORNER BAR ONE FOR EA. ., HORIZ. REBAR, TYP. , .. ... '. U.N.O. ;• ;, , �•, ; ;e ,'; **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" !V - o Iam eMo 0 G W Y G , U cov a , �= c� v, Q >- INA ' o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W d E 8 o �00aC�. Q= c0 N r In fA tQ r` 0 n ak N O U Lu — d o- Y 13 iJLLLt.. Z m c n. Y 9 o 42 �_ C) W ��°j°' m Luu LL Z N z ¢ J Z N OU < C W I] ❑ 04 M z N o o N z o � J — d � t• N N z `o CD ri--r � U 0 c g r Q N tie f� 1— N U ,., o�•, � J 8 t U o Q N m ro W co wa o z Z LL- E W o° ry a� 14N cKi fl E Za ❑a 2 0 U a� U O o1 O U E, E: C4 i a0 wo <a a � xw r6 CO C Y m� o Oz N J 1N CIO�w m Zz go Q S< LL a nw oz �3 o J� ea _ o O N a d °3 2 C:)a > LO LO R ICU F— i CID O co O O J r YcaCN T m /� ' L / a� a N �± 0 0 o' N C) o M LO r LO � r E c CM Z m Z :3iii E O Ecc U 0 Q J JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 6 °�t LU ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or 1V32' EXP. 1 (32/16) TILE: 1Y32' EXP. 1 (3�/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %g" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" 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 [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE, i v s rn r LO v N 0 Q L0 0 J 0 CM O) 0 I N S rn LO U-) L v V) O Q O J mot' �O I Ln rn C c cn 0 Q rn C 4z F' QN O CL E h E x 0 v c J y vv c 0 UI y V a� O d d c 0 U J 00 ai 00 hi 0 0 0 Ga N 0 0 0 0 a m v a=4ft GABLE ROOF > 20 TO 45 DEG. 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 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 *" 1005/915 — 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _4175 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 1 680 570 (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 e.1102F INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" ,si «: as 0 p W s c N` „v ac-o �6 V N a - cc o > '.. "I CC'4 .� `i N G9 Q ;0 a� ri2 c y v_ 3 ac cc 3 A c Ei 0 4 ZR11•111II IIfill �+�� ,�,0W .:gyp ? q. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W aE CD p (M 8 N p V 0 c: o n 0 '" 00 N N 7 0 to cn ti � P 1 # ,J V LLr LQL LLB 0N a Y zm0 1 5 W ��°0m J ZNZ LL LL O Z W ❑❑ N (h O O � N z � � J Q- � r U) M N zca ^ , 0 C Vf' l% O 1 T N Lij Ou..r o �N tlIM� (� eI rn) U � W — — E � ®two U o U) ¢ 44 r� o w M M n2 o S z G � U- Q. E E 8w? zo oo >� ¢, ze o0 ca — X U 00 0 U oQ O E C',¢o aF o ¢O az 0z L Mz U)C: U m0 O Z z Cu m a Q W z (� d Q 0'.man Z Z go LL a �w U ao az 1E �3 O } 0 CO w a OUP z¢ C O O �y L J LO Q 0 L0 cc C:)O cc 0 T CT Y T U) m co CN I..I.J 4i C L J r N 0) I C:) C7No N o L O l� r � � r E M � 6 Z m Z � E O t d E U J Q J JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. g, 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. g. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ion 0 8RF14-1B/1T8RF14-0B/1T 8F16-OB/1T 8F16-1B/1T N 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID 1 0! N Q W U O J5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. I 0 Emoo F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY if 8 F 16- B/ 1 T Q tNOMINALL QUANTITY OFIDTH#5 WIDTH REBAR AT TOP NOMINA HEIGHT #5 REBARAT MIN. TOP (1)REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O a a #5 REBAR AT TOP ° M. U. w a° n MIN. (1)REQ'D 1-1/2"CLEAR J � ° ° n n ° Z GROUT I> C i2 ° r J 0 5 REBAR AT = - w - ° BOTTOM OF v0i z W o LINTEL CAVITY 0 w� X W -BOTTOM 0 T, b O Z REINFORCING ¢ ¢ C7 C3 J �` Ir — 7-5/8"ACTUAL PROVIDED IN z o W N D 8" NOMINAL WIDTH LINTEL ¢ _' O � g G �o #5 REBAR AT BOTTC AS INDICATED (VARIES) U) Lo Man o MATERIALS cif precas�intels = 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. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES. OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-0" LL Q MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0" Q cw� NI !— c C30 `a "- 7 W_ c o _ c �c, � , �-umk =: 4S ; CM o .. r:ya"CV .i GY C= M -Or CV _. E •- c >;CP Q � � 3 m � cc OWN e tl < J) J a a� L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W Q g£ O Om 8 im 6 C',N cb 0 - m L- � N 1 5'-� Q C LL J W LLLuo Z J ° t mo`r_ W 0 3 � 1- 0 4' m Z��Oj '14 M Z Q J a' N OU d� 0 Z W 0 v? ❑❑ z N M 0 0 Z o rC v J d � N W o w m Il OLLI �N C, _ Asa � u7 U LU J F- - E I CD Q 0 r• Q N I� O w co o Z J ,,L sZ 8 E z zo wz >� Zo aw za Oa co CL I— @ 20 XU UO �U C7 N ro di O 0¢ a Z L ' w o Qo -2 r6 Cl) Cy U O O o� Z J 7m Q W �U cn Hw oa ZZ ga0 LL mw C) ao =k J C:)w �o = 0 CD C.0 o� a= o v z¢ U3 �O 0 = Cfl LO LO Q 0 H LO co C:)ca O 0 J r Y T co W lb c ' /� u i QI CY) M No O O LO r (0 oo E c M z m E O ri N 0 C D- U _ Q p _J JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. 8 3 x Q L0 0 v U) 0 4 0 0 0 cn cn I N x a rn r` LO v Cr V) 0 0 0 0 J 0 0 I L ") CL 0 v+ c N E 1.2 E 0 v aci ti e U i .o a i a c 0 -U J N 0 ti 0 00 r, 0 00 a. N N 0 0 43 0 a m v 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE WHERE THE BOTTOM EXPOSED EDGE 0 ES COMPARTMENTS H F 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 Y2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1'. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2. 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4. 2 NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. 2„ 1 Y2" X„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS WI 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 WI 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: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2, FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5, WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL.BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C,7ncrete overpog and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" - OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF - DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND *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 n EDGES IN VERTICAL APPLICATION SHALL BE 6O.C.AT EACH SUPPORT. MINIMUM SCREW / ( ) A 0 U NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c� 0 r C%j O o� =a o s mX a N a, .�.3 c -'odd u• i•� C G1 c a %,j%1II�fit,P/I %x%0 ° C E + "� � r : r3+ r TV0 1 e9 !.e 45 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. N W Q 0 E o �� � ai QQ ENO~ j M V J LL C J wLU Co LL,55 a Z - d a 1 m c vC13 C, SL W 'Fay) Wrn 0 °m w 2 LL 0 Loco) NZ a N o Z O V U W Co a❑ CD M � z N M O 0 0 CO M N z � � J o_ r N M z U' o •I --I er, LU � m U 0 �N w o 12,N w in nsa u W J z C) o N >~ Cn N Of Q o w Cl) o Z a � o 0o >� z Q� o E w? Z® oa UO cu r- C 20 XU �¢ �U ZN O E z 0 o 2� az ow It � L az m0 :3 C!) - C y y0co 0, Z YZ J < m " z toZ m Z Z g Z TK0 a mw U ao =k 0o J Z Wj = f .0 Mj V zl¢ a 0 c C:)= a� LOtT cs �� Q 0 ^LO^,, F- i LO co O cc 0 J r Y U) m 3 N m LO C T QI a--+ 0 N o O 04 O LO LO r W T CD E c LO Ch Z 10 z E O 0 a 0 U .� -00 JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. S N — �,.: — - ..v.i._.• �, .,. -� J I - 1 � � � a! '��7. u�l ,li i _...i 44t;,�idJ.61..�0i�;�, - •:4r: C oai.ui:..,L,lw ir.,:�i i ...w , � �- ,, � lu'•Ildal � . a rn LO L0 v c� 0 0 LO 0 0 I N Q L0 LO cn� 0 0 J tz N 0 S 0 ci 0 0 rZ 00 N 0 hs tz 0 a m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ' : 1�. .. f I—........... ........1. 16GAx1-1�2" LONG 3/4"-1" CROWN ::::.:.:.:.:.:.::::..:( ) �*z . 11 11 STAPLES @ 6" O.C. VERT BETWEEN ."' "' I"'- ..........lt416GAx1-1/2 LONG (3/4 -1 STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" ¢ - `_' o 0 STUB -OUT FOR 1'-O" 9 ' GAS METER O O � U O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 134" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902,0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM �1 7t STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR L #5 CONT. FROM FOUNDATION HIGHEST TOT I ���� BOND BEAM BOND BEAM STEP SCALE; N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH — Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max 2" min. }Small gap „ • � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" required when indicated or 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 %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional 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. nail each side at bearing. Squash block (2x4 minimum). Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls 7 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 F1 3/4" minimum bearing for each. I -Joist can be offset fl QT/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— t na Ae 6:: A %" ROUND HOLE MAY 6:: 6:: DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN it2" 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 1% v^�k "�. Y 4"` 4�=e S'� �` s >.?, -h S ;G � ,- ;�� i`X .y+'k m i�. ^�, > sg { ' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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 VMS Joist hanger Web Stiffener Fastener Schedule Joist BearingLocationth Series De End Intermediate O BCI 5000s R 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d BC] 6000s° BCI6500s0 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) ; zI 11I � 1 I II I II I II I I1 I j Nail with 10- 10d nails. I4. nstall tight to top flange. SLEEVE THRU STEM ° e °. SEE PLAN FOR °• ° . • a FOUNDATION INFO a ° a Q' . STEM FOUNDATION y r—GRADE MI-Ilk°.r \ 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 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x T-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION I G d d a I- I �,IIII�I l�llli,; `�— SEE FND. PLN. SIZE & REINF. 12° BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION //IF PLUMBING LINE 'I G d L 41 . 'e �t � aa � � G 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 d -II ,;IIII� e a a a d 1111III�r li- a SEE FND. PLN. SIZE & REINF. N c-4 9 ono ® b t1 Oa.0 G fO 11.'N _ 7.® -c ;•-� �_ t3r3 m '✓.d,�© �. �•o a .v ���� liltV-b e Fab. 'FE 510 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. N W a vE M� V N 0 N N y W C� D co '5 00 r h ui N CO F-a N Q 6MV # C J W � LL 55 a a- Z — a Y L (6 �T Oi$Z m.,-c., O 02 O Z00 IL W 0�6jO' Co Z Z Q M N ; v U < W ❑0 z N ch o z z o d J LL � M Ln Z aC1 W - F w w ° W, U _ Ln Ln o c N uss U w z CJ ? a ° N C" IIII� o �W My M o z Z Q E E c� Z. Qo Q= >� ¢ry z© o, 0. X00 0� 00 O E N a o wo <am� a z �� _� ` o <w R Z a° -) � O H � Y =� � O A � � s< Z 4 o� U LO LO ui m m Q c� LO O co T O Y co T U N m m c LO d 72 N l o o C)C N_ C) C)L0 M T LO T L.t' (.0 00 M o z Z = E Q w a U _ Q p JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. SN 1 3 S a L0 L0 Cr 0 Q Lo 0 J 0 C) 0 cV i a M LO rn Q Q LO 0 0 0 0 L0 Ne O C a N N ca C N E O J N 0 V wL.+ U CL y a 0 v 0 J ti N O 0 0 0 CL 0 00 0 C m V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA, X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. 6 x 6 W1.4 x W1.4 W/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) co WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE W ASTM -III=III=) 11=I m I I —III —III —I I : III—III—III=' 1-III-III=III I ° /vp D7158-CLASS G or H, or ASTM I I=1 1=1 I=III=I P • I I -I � I=1' ° '1-III,; D3161-CLASS F, IN ICI I1�I 12 ACCORDANCE w/ TABLE "I=1 1=III=1 '-III III —III P.) VARIES Z R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) —III —III III-� RESIDENTIAL ROOF SHEATHING - SEE INSu TION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G Pi F\/ \/ARIFSA4`\ SEE TYP. WALL SECTION SCALE 3a,,=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP BOARD PER CODE (OR 5/8" STRENGTH CEILING // GYP. TYPE "X" @ GARAGE EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lu a_ �- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c N ' \ AD r A I - Z °° I-1T=I I I co-i1 6 MIL VAPOR 11 BARRIER I I I , D C III • • III COMP. SOIL. A _ — (COMPACTED TO 95% MODIFIED PROCTOR I I ILI-I 11= I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" T-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS q. z �M 4— - 7 III „60 T I I I�I � �.a• �'' •�I I 117 d SEE A/S3ORJ/S6 hI II1�1,r I(I�,I� FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK „o „„ „ @SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `'' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 2/W1.4 ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ° 4 z 31/2" MIN. 31/2 MIN. ELEV. 4-3 - ° 2x4 CONT. a A.F.F. p ' .6 ° ILL 1/2"(min.)- z 4 oo _ —III—IT_I-00 3minm GARAGE DEPTH VARIES 31/2"(min.)1/ 11- —III—I I -I �—I i t �; r—III I I f_Tf ' I —E I f=I I I —III —I I =1 (2) #5 CONT. 4„ 1'4" 8" (2) #5 CONT. 4 g U.N.O.A GARAGE SLAB AT STEP rB MIN.TYPICAL BEARING WALL NIN STEP TYPICAL BEARING WALL STEP SHEARWALL("'C� @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 �eos� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?°s•� NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR �. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR �l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8 x 10 J BOLT @ 24 O/C W/ 2' X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"x6" "J"BOLTS BOLT 10d NAILS (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 3500#, MIN. TENSION 2600# (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR ) *SIMPSON SP1 SPACED EVENLY J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1A N w/ (10)10d NAILS T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2" x PLATE WWF OR FIBERMESH TYP. � PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR v D. °777p. . . o GRADE 40 MI N. F740ksiij GRADEc" J. z_#3 & #4 LAP SPLICE __�i oFINISH GRADE °O 2 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fa _ re . D n I (=I I —III—I I I� 9 MONO OR STEMWALL [ ] ,- FOOTING MONO SHOWN ur, , � � -'' � �=I I - W � �=T I I-) ' • • I � I I I-I� �.�I °O 6 MIL VAPOR BARRIER III 1, ° I-T- _ 1= °° „ ' -ITI- 1 �- ° FOR CLARITY I I I ° ' III—III—III-1 I �, #5 REINFORCING BAR R 1 7/8 - -I z III o I T=111=111=1_TI= r 2 #5 LAP SPLICE — 11TI-1_If=11T= �= II I11= r r -_ 1 i 1 _ T- T_-III=1 (2) #5 CONT. -� ,L-L F;:-,; NOTE: o c„ p- =1 I III I ICI I- r r g III 11— 1 1 I 1 11—) 11= c� I I • p ° . I —I I 1=1 I 1=I I=� 1' 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1' 4" 8" *FOR BEARING WALL - I_ , I I _I COMP. SOIL. (COMPACTED TO _ _ __ _ - I. - 95%MODIFIED PROCTOR ASTM ' 1= I I 1 I —ITI-ITI- I 1=1 11= I 1=1 I' 10.. (TYP.) W/ UPLIFT ONLY — �_ I I I=I (( -�j= F III=i.l I' I 1 1-I I' i I III=1=1-1-I )r #6 REINFORCING BAR #5 STD. 90 HOOK D1557 - Ti� � TfT—�—•i i i—i i 4" 1'-4" ' Ii1 III--l�--'ll;,lli Ilii iilll,;,lll„ III=II'—!II=1'1 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION ( D 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° GRADE ° _ =_=1 =_ =_= I =—I • —I I —I I—�—�—I -0) #5 REBAR w/ OPT. 11= I I= I I I=1 11= 11=SCRE N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" . O.H.D. RECESS N r . � M r d'. M :•.. • — d - d I OO I -I :III • .,. _ ... 111— SEE A/S3 OR J/S6 ILIII 1111 ,111 11, 1111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ^r; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR Ah x• & LAYOUT DESIGN ' - TOP OF BEAM a 'A IT_hI I I-,IT_I; N SEE ROOF PLAN HTS20 FOR STRUCTURAL - - - - °:: ° ° A _ -- (2) BEAM SIZE & a r III CONNECTION INFO a d M P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAN d, INTERIOR 31 /2" a 'd -. a tl d d.. CONCRETE NAILS W 1 112' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d d W C N 11Ti= 11= 1 ;III- M 6 MIL VAPOR T -T'- BARRIER 2x4 #2 SYP P.T. FRAMING w/ ,111=T1�1 I , , I' MIN 7/1.6".0.S.B. SHEATHING SEE A/S3/J/S6. fi � 8" z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS v@ S.G.D. M U) _ SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN w SIZE VARIES PER PLAN c CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS oo z GRADE n h E > FILLED SOLID (SEE PLAN FOR f. - 6 x 6 W1.4 x W1.4 , w W SIZE AND REINFORCEMENT) w =- 4 • _ I I I' I' T WWF OR FIBERMESH T M W BRICK PAVERS or SLAB PER Z w ~aWOW O w cn = o o III- I! _= I w Ii ='-,-Ili U • • �z • a ° ° ° I COMMUNITY SPECS u I- Ir ' FOOTING -c� -1 1=II=III illll llll; llllill i,,,lll=' BEYOND �I I �I Ij I I �; . PAD REINFORCEMENT ,,� .:' 3" MIN. CLEARANCE �, ,. • . SEE SCHEDULE rCD 12 INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN F PATIO COLUMN FTG. DETAIL N 0) SCALE: N.T.S. �3 l'� Q � w a U� o_ r � CC N CJ fC d a E s c dv;a 3 CC v c ra c � o U 0 fBd��Z 21Rp L ••Y FL tom,,,., ,c,��'•• "•,•e••"•• @� �ottJttllll�t'�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code -, Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 C " N =�� cn�Za n Q N O °j co V ca EL Z JLL�y w — (a� o �ca o 0 :3'� N O Wi n�pj6' m LU LL 'n N Z 0 N O W U ❑❑ z N M o� z N Q J � a N o LU r O o N W c iN U L., w = L w Milk U ) c �Q o Jz w coz M J o � U- 0- E ns00 �o o wj >� a� z® Oa W0 0 �rEo N a¢ aQww woo ¢ oa � w L r6 `�� zzw F O Z - a�i J w m ¢� < w �z oomZ go a U �o a� ICD JZ OF �Q Mj O C O w� za a Oo3 �O 0 = LSD T 11 Q H Ln r 10 � � Yco r W m ' L ^ T a--+ c / QI 70 N � � o Lid Q r r' LO oo E co z Z � N `m a o 0 v a ¢ o JOB • NO . 22-09410 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 4 LO LO B v 0 O J LO rn Q I N LLD Cr LO v 0 0 0 J 0 0 I LO 41 Cn 0 Q 3 a N N d v E 0 x J y N t U v U cf i 0 v 0 0 LZ N N a 00 43 a 0 a N N 0 00 0 0 Q m 0 (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 7 CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP 14 EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" rt 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. S!� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d 1 (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �77 II 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 r 2x P.T. PLATE 518" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF 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. TO DRAIN DOOR OPENING DOOR OPENING ❑ EXTERIOR ❑ WALL CLEAN —OUT A WALL El ❑ ❑ 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 KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d v d d d G d o d a d d 8"STD.90°HOOK g` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J LIJ 0 i FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SGALL: N. I .5. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �off, N 2x CRIPPLES @ — ' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —CL 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- 2x6 P. J-BOLT TRACK BRACKET FOP a iARAG E OOR vvvr, r rrur. 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) B12d 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 / 6 10d 1 1/2" EACH _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C, A 1 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/{12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD ? a 2x TOP PLATE /VV' 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN 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 RE1NF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) MWI-amM I0riwew. 0101 1 #5 VERT. IN CONC. FILLED CELL-- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 w () x TRANSOM FRAMING SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL 2x STUDS TYP. DETAILS SIMPSON HTT4 TYP. OHO OR U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P,T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 RECESS LINTEL 4 do d .. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED J 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON //7RRECESS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 —\ SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. I & NUT OXIED A.T.R. t & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A S GG R TA E ED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING •. SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. c� cw 00 o. N > i -o — �o g CV 2 m CU U'D CD i m fu 3 0 g 19t981fill ow . ...Na. ✓h �a V �o CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code -. Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a0 �, E 0 co 0 . N In N r 13 13 L L _,71CL w 4 W Z CU r: wY� o 7 @N (; 4 L M Z ¢ F Z N OU ¢ Q 0 W co ❑ M � Z N M o z�Co z J N z Q4--J) 0 (Q w U N 11 0 v W JEft r U O N C!,U) Q N 0 0 re A o w M cop m � Z Z 2 g LPL Q E o z o Wo > 0� v LO Q= oM 6 O E o 20 X U o< �o UO =, O a� az � ¢ L ra o i z m o �C or aLL Z z N oa z go w - oz�3 W xF co u 10 a V 1 z¢ L3 c 0 0 E > (� LOLO m Co Q c� H In 0 J � T U) m co N m c LO r Q a--+ _0 N 0) 1 � CN o CD 0-) -0C) Cal CV 0 LO LO r � 00 T M o z m z E O N a Ca m o U J _0O Q 0 J JOB NO : 22-09410 SCALE : AS NOTED SHEET NO. S4 1,i"ub.4i.iI 11AI� r a rn LO v cn 0 a 0 J 0 0 N I i Ln LO v to a 0 0 0 0 L!i i v 0 Cn Q i d E F— rn co E 0 v c J y N t7' U U i U N 0 a c 0 0 0 J tZ N 0 0 00 ci EL a a cV 00 Cn 0 \ 0 Q m v SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (1 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 1 O/S5 MAX 9„ BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 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 & O FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR E2ND d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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 "L"BRACE TO EXTEND EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN / AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� // LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF VX NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS t T 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING@ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREEDFASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2' x 8" "J BOLT @ 48 O.C. 2x4 T ON TOP OF PANEL OF TRUSSES 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. „ „ WEEP SCREED FROM IEA END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO THE () MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 OI 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 00 x Ix INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2) 16d NAILS WOOD TRUSSES 0 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT • BOTT. CHORD FOR 4 EACH JOINT w/ (3) 10d & (2)10d TOE • TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF @ (D = 0.148 , L = 3) OR EQUAL (D = 0.207' , L = 4 1/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d 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, SE.FASTENED WITH (3) SECTION 3 SECTION 4 16a PER SIDE 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" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARI I�G LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri l 12 6.9 MAX. SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 1 Od x 0.131 " )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T:S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I ° a° ° ° 'ail I a ae a a e a . a a L_ `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. C� SCALE: N.T.S. SCJ 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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"A 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) L--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 � 0 a CORNERJACK U w z 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 'WBRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I I BIN a 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 BOTTOM CHORD GABLE END BRACING 2) 7' 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING WI DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cw = 0 V d ® W N � cc: a C 3 CL .5 e mw'3cc _= _ CP CD J� .���,��at��9�1B08BE 1 _ < J �� •-�- as � �� 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 sear H W -, E O S Q ". 9 N U)FiT N O �, Q 2 �MCt' 255z � C J t Z J�U_ 5 a 5 W m�O' W L 6 _ r" O Z �2pjO' m N N Z Q O U v W ❑❑ z N M o g z W NN � o Q U) Q v N z 72 (D Q) �4--J 6 (a L w O V1 �N w o c U W J e t L Qj U o c � Y • i14 I� o � r< w M M m 2 F o Z < U_ Ce Q E E 0 zo oo 2 yQ =a C4 i - 20 , 00 0 U o< o E o� 0 0< ao ¢O aZ L Q XJ W 0 . � o � Y1 Nm m0 01 z C, F Q W Zz 2 � oa 50 �3 LL a �w W U¢o az � Y =3 IIIIIIIIIIII� Q CID W F T 0 } a za �3 0 c O CD Q 0 ^Lr)^,, L LO O co r 0 J � Y r U U) .2� N^ m C Li T QI O "O CV o 0 O 04 O L0 r (0 oo r CM o Z m Z :3O E iri Cn a d E .. U � -a Q p c JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. S5 3 v x a L0 L0 0 N .n 0 0 0 rn 0 N i LO IE IV (N a O 0 0 C) 0 I L0 cr c 0 a C Y 3 a i a E t- G7 LZ 0 x `v C N b CD �I .o i a 0 U J LZ cV CV O 0 00 v 0 0 N N 0 00 Q m v40 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ( UNACCEPTABLE INSTALLTION DOORJAMB (REFER P.T. TO PRODUCT TO PRODUCT To PRODUCT PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. �' APPROVAL FOR CONN. i /� ; 1x4 1x4 P.T. �/ APPROVAL FOR CONN. %, //00 1 X 4 // FURRING #5 REBAR P, 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON �' ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" i 3/16"� X 3" LONG FURRING i i'' FURRING i %� �� �� i// ; (2) ROWS 3/16 x 3-1/2 #5 REBAR ` � @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" i' TAPCONS (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16° TAPCON @ 16" O.C. & 4" 2X$ `cA 1x8 P.T. BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL FROM EACH END w/MIN. 1X8 2" EDGE DIST. ATTACH `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH n 1-1 /2 DETAIL 1x8 w/ 2 ROWS 8d NALS r� O 3 DETAIL L STD. 90A ® /� 90° HOOK (TYP.) TOP & BTTM CHORD, AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCTVL 4% METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL �, % ;�, j NOTE: LAP SHEATHING TO EACH END W/ MIN. TO PRODUCT DOOR JAMB (REFER i , , TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. % �,/��% 2x8 P.T. w/ (2) ROWS 3/16" ® ® BOTTOM OF CAAND APPROVAL FOR CONN. / ii' /,/�; (2) ROWS 3/16 x 3-1/2 ,/, �/, x 3-1/2" TAPCON @ 16" 1x444 O.C. & 4" FROM EACH TAPCON @ 16 O.C. & FURRING END w/ MIN. 2"EDGE DIST. NOTC FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ -; i ;/ /, 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ® +2 - wl (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 i j INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN 2x DETAIL2 1 /4" D ETAI L STAGGERED @ 12" O,C. 3-1 /4" D ETAI L +5^ NOTCH WEB AT THE FIRST 2 COURSES ® � J r- INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDCELLN PR FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1i4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS UR ES soul t4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX ,2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRDOEVSVIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS SEE NOTE 1TRUSS a 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 ; 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 1 112" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL N' POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. " a•' •a .. SCRIBE (NOTCH) (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD F CHANNEL' DIA. @ 24" O.C. OVERHAN s. 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 TOL 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACEAPCON 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. ** ( ) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 " ) O #6 X 4%WOOD NOTE; FOR OVERHANGS LESS THAN 3l4" - 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 SCR / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL J 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'-0" 5r-0" SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND OlLf INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE ° n yD 1/4" MAX EMBEDMENT INTO K.) B-B PER NAILING SCHEDULE ALL e ° o•• #5 BAR SIMPSON i STRUCTURAL SOFFIT V 10 • .' CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS FO p : 0° 9 H. IN TOP b 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" ** FOR ALUMINUM SOFFITS WITH SPANS O > ° KNOCKOUT / N $d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER o I�. 8d NAILS @ 8" O.C. AT BUCK i THE SOFFIT FL PA INSTALLATION CRITERIA _ -I ° CHAIR BLOCK i •n PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT, W/ (2)1Old NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* D• MONO FOOTING - _- ,': e ' A. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN AND SECTION DETAILS -, BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY ii LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � 2 X 4 #2 SYP SCAB TO SIDE OF .o DIRT , b z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2k0�F ° STANDARD BUILT UP PLWD.)BUCK - Rhq * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. •: o N SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + OAF + + NOT (2)10d NAILS @ 8" O.C. N i 90° HOOK #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD + TO TRUSS TOP CHORD FILLED CELL • -; - ��., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ .�•j �., . _ •., INSTALL WDW, SCREW BTWN: OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" O + + PLYWOOD SHEATHINGIV 111,° `� °� �'� °� N'� sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + PER INSTALLATION DETAILS B-g ARCH DETAIL K HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO SUPPORT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 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 J 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 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 EXTENSIONrM 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" =1'-0" SS 0 (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP ''' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o O v A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D e u ♦-- D � SIMPSON HTT4 w/ (18)10d x 1 w REINFORCING AS FOLLOWS: * SEALANT _ I I 1=�= =III T FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO " � � a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. D — — — — - =I III rrrl I rj_ — — 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET v , .. #5x6 EMBEDDED INTO " 6 MIN. LAP SPLICE W/ .D .D — - 11i — I I I III- EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL •.:, REINFORCING PANEL _ — = I TI—I IT _ — EPDXY MIN. 6" EMBEDMENT & cn N FILLED CELL SMOOTH. DO NO FURROW. ....,..:.:........: • ° D T—I I _Tt — e I —I � � � 3 MIN. EDGE DISTANCE � � DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' ..... ,.... GRADE D. DIir� II ly SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. - 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4 , SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \ \' MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. � . RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1` 0" RETROFIT FOR MISSING D 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" = 1'-0" cam+ � °® 04 F-- d C__) a M �6:-t-) N d N�ot d CD � cad 67 'R S N O•• v e�yg�l,�i9ElEltttd/ IE `', ROW '� h` E• 4 Q) v N b< -J O,..,QN� ��at�7��t1t111 iit'R��®�e� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 0 E S ci ? a eq —00 ro n 0 .5o� - rnrr�� ei dj M V # LL Q J LL W u LL a a 4 Z — Cn _ m r_,3�q o W��YLN- ompj Lu Q Z NZMLLZ UJ UO O W ❑ ❑ M o g a Q � a N M �^ Z a W � o O LU �N U ws LU L Qj 0 o c T Q m N I� o Mw w M o Z G J LL n o E � wo " � >o Z® U f— xo a'o oo °` 0 E o � o ¢o 6 az ire L ra N O o U N m O 0, z I z _ O 4 W (2 o Zz a o W Q U oLL Z o wa 6 }O co V zI¢ 3 O >� � LO LO 0 Q c� LO CID O to O :3 3: O J Y z— Y T t6 W m cV m � W LO T Q O 72 N O CT) N o o LO r LO T_ (D 00 M La / o Z Z y O B d U Q p JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. SS 1 3 a LO L0 v U) a LO O 0 J 0 rn 0 I N LO v 0 .a Q Lo J 0 0 I A Ln L b Cr an Q CD l E E O 2 C J y E2 U i U 0 i a 0 v U J N cZ N 0 0 w v 0 0 a. N N 0 00 Q m SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS S (2) 12D NAILS - AT 12" O.C. MAX HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED �A/2-1 l:I@EACHTRUS < BEAM @ RAISED ENTRY E w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL JYP.)(*", HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL r4 KNEEWALL ENTRY FRONT WALL 6 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 ( ) w/MIN. (4) 12d WHEN w/ (12) 1Od NAILS = SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM CENTERED AT SPLIT TO TIE 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES O OR SIMPSON H2.5A w/ BEAMS TOGETHER INTO BEAM -SEE ROOF ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS INFO / ( 4) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" NAILS SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO TO COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT AS AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN —7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL7--PER ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" DICATEDE/P N BM OPTION OPTION A B CONNECTION INFO OPTION C. w/ (3) 10d O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM ATTACH SECOND PLY w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. o NAILS AT 24" O.C. • DIRECTION TYP. A 0 0 a o 0 0 o a o a • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • AT 8'-0" MAX WOOD TRUSS jC •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO/01 SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH 2/D2 FOR BLOCKING T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT INFO) BEARING SUPPORT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @ INTERIOR BEARING 5" PLAN FOR MORE INFO SCALE: NTS 3 SCALE:NTS COMMON BM. ATTACHMENT 18 —WOOD TRUSS '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS & NAILS (T) 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. ATSIMPSON SP2 w/ 12 10d NAILS AT TOP 1Od NAILS EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W! (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2)12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR 16d NAILS TO 1 1/2" NAILS TO WOOD WALLSS/ SIMPSON MTS12 w/ E EACH COMMON FRAMING BELOW @ 16' O COCKING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ 1 (14) 10d x 1 1/2" NAILS ryp TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx e STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO ----- -- a °' HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORIG N TRUSS OR SEE PLAN FOR PLATE BELOW --- — -- _. MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ • o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a ° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. lb MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. >p SECTION @FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION "22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS c•N s� 00 o c C = � y a � Leo, CDL; C1. C:7 � m X N R C i CG 3 cc ,a e CD 0 VV .r ro ew UA r r �F L0 OFESSI�� OJlJ111111 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. N W vE F` co o S g C' U " - O �r 3 -1 !'n r . QNMI LL C LL W u LL a -J Z — o Lu . c m v o w 0 W � @ r- ?• 'Cc 0 n N ZLL Q .� ZN OU 8 W V M � z N M 0 0 z W ¢NN Z o Q Q r ./ ! zO y1 . ! Il C W \J O LU o V O,,, o N c VN ass (a I— U) v yl0 8111111111 W L U o � o• N 0 M111111 o CC) w CM M N ¢ z z 4 LPL E zo o o yN z< OUro Z® oa O X U oa 00 U o� O o a ~p ¢o G d z �J >_ C p OU m z C J W, m U Q W ) U Q oQ z Z go a ci a0 J CD 6 w = H 7 CDui co � '0 a °U3 Oz¢ C O 0 >(9 LOLO rn co .- Q 0 O cc O 3 O J T �C � m CIO N m L^ i r a--+ -0 CV a) o O C7 0 N O O Ln r T (D oo M LO o z CU z `� E Q w a E i6 U -j Q p JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. D1 3 v x rn L0 v 00 s Q LL J 0 0 I rY a Ln un L a V) 0 LO O LO 0 0 0 I LO v 0 C O 3 tE tE N 04 CI- E F- N 0 LZ v C N i N v UI 0 i 0 0 LZ N 0 0 C* Q+ v 0 6 Cl- 00 CD 0 0 Q m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER A WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE 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 ARRIER R BARRI TAPE a` EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 Cm : 30.5 Cm) include flashing as described in Section R703.4. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND . ' WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMSlEO WINDOW) z NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assemblyb providing awater-resistant barrier behind the exterior cladding as required b Section R703.2 and a means Y p g 9 q Y WEATHER O PROOF CAULKING j BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. . h SELF -ADHERED FLASHING RESISI.TIVE> z BARRIER - _ SEAL TOPS OF JOISTS 1 UNDER DECKING - 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 (SEE DETAIL WP07) - M�im�horizontally, other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING - -- - with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: "Ij RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather , building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier Fold barrier back head P 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 BE USED. 3. weather resistive over 2 flashing and seal with tape 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing p p Y p Y Y p p p Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF ADHERED FLASHING Scale: NTS ■ FLANGED WINDOW 1 SELF-ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , Exception: Where the barrier EXTERIOR DOOR WITH DECK - SECTION A MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be CEMENT PLASTER PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPo1) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFERO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL L� COMPATIBILIT RELEASE PAPERY Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, \� teEF°REFOLDw XPOS the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and a) SEALANT JOINT WINDOW BUCKTo ° - EXTEND A MINIMUM 6" E RELEASE PAPER TOOEXPOSE ADHESIVEASSHOM) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ° MASONRY WINDOW BUCK VETICALLY BOTTOM OF FROM flashingIn exterior walls shall comply with AAMA 714. The flashingshall extend to the surface of the exterior wall finish. Approved flashin s p Y pp g q 2) SEALANT JOINT ° ° ° =.:: T THRESHOLD O shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s ° ° WINDOW FRAME ' . WINDOW BUCK ACROSS WINDOW BUCK .. z; SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE ° SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in the 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with at exterior window and openings shall accordance with one or more of BEAD BRIDGING 2`: following; CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING '° 5 1.1 The fenestration manufacturer's installation and flashinginstructions or forapplications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 4, I t I manufacturer's instructions, n accordance with the flashing manufacturer's instructions. ere flashing g ftIttiWhere flhig instructions Or details AROUND, INCLUDING SILL. DO NOT FLASH OVER O SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING. ■ I � SELF -ADHERED FLASHING ■ I SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER � 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. - ----- ----- - J 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 ; ` '/ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° a ° a 3/4" CEMENT PLASTER \. \ % tia 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE lli I I I DOUBLE I W a ° o "V JOIST i I ° ° a SEALANT SOCKET WITH j I I I i I ° 7/8° Cement Plaster TOOLED APPROVED SEALANT 1 1 � ,' ' SINGLE 1, WOOD BEAM JOIST / \ BELOW „ ,, �.�w 1 SELF -ADHERED FLASHING a ° Foundation Walla e ° in accordance with 7/8" Cement Plaster ASTMC926 in accordance with SELF -ADHERED FLASHING 2 a a ° ° d d ASTMC926 Felt backed metal a-,� w lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 ;�� Building Paper Building Paper 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ ■ • FOUNDATION WEEP SCREED ' sheathing 7/16" O.S.B.. Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER , : Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) o Maintain Stampede or similar Bottom of cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK LLl U > BARRIER (WRB) - - BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Ess Manufact. Specs. 1'-4" PER PLAN Z Detail Instructions Refer to the number marked as O# in each detail that corresponds to the 1'-0" PER PLAN 2 I I::f WRAP DP WRB ONTO THE VERTICAL Cement Plaster 1/2" Cementitious SURFACE TO TOP OF Decorative Finish numbered items in the list of instructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 ®®.0 ®,®o All inside and 1. Install self -adhered flashingin order as shown b numbers Y „ SLOPE 8 CMU 3-1/2" INCH FLANGE I over wood 2nd ®®®® ,®®® outside corner will floor ° ®•�®o to be 2. Install flashing and weather resistive barrier to form water shedding a need miter laps 4" OR 8" CMU - ° a _ - - I ®®® ®®® cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING ' ®®®®® ®•� butt joints need to a ®, o•®•. 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a °� ®• ®®° becaulked using ° °• • embedded in the adhesive layer) - for ease of installation and to a_ �,� �a STRUCTURAL SHEATHING ° Stam ede or Sim. p minimize scorin g CUtS _ a ° ° ° W t1 W 11 PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and I- W U) Do NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ° ° 2 ACCESSARY BOND BREAK WRB 6. Fold as shown by arrows a ° °° ¢ w SF LATH "✓;, 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN �� I 8. Mechanicallyfasten as necessary° ° °°° _ _ _ _ _ _ _ J Note: SLOPE o a ° - i� The building paper and metal lath must be g p p Cement installed over the top of the weep screed. ° ° _ _ _ PLASTER STOP A Plaster 4 CONTINUOa US BACKER ROD block 4 4 a & SEALANT 1 st floor a CEMENTITIOUS FINISH -E WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE cat cd v p adz, � � o O K x y O J w QJ cc L o 0 7 O.•�� C N N 0 N 0 00 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. NN W gI- o E o ch V O (V , 0 c 'Dp 00 a) N M cnr- r- Lo M Qj (N V CU L LL " D.. L. L uJLu ,Q V J Fu C:o co w @6_ o W) c') m Z '0 N Z Q J Z N O U 0 z N M O 00 z Z o Q � J InrrIIIIIIIIIIIIIIIIII M Z a LL 4 a 'tom• U Ow o ws, U w m e i U 'o °� Q N 0 • m o co w co M w ¢ o z E E OV w = � z o ❑a C0 F- o X V &¢ Up 0U °o� d ¢z Q wz L rp C U m o Z N mo aw � ¢ z O- z ul w �o r- CZ) �z QQ ~� � F ;o M a �7 z¢ 0 O e � LOLO m e �c cc I- L C M T-- Yco C'^V LO C ¢I a)N M No O N 0')0 ,Q S LO r f CEO E G Z M Z E O ca 0 E o U J ' Q Q avi J JOB NO: 22-09410 SCALE : AS NOTED SHEET NO. W P yy_1L -..1:,:.a,..,:.�rt14.iL11t1�ftYilia�-�LiiL.il�iF.._1 � �a.bcllsu.euu,l.ceckll.�..41�14.i Idifa�'iuiffi'llLriW. ..�Li MourlitingBr cklartsr(10 4-11V X,47 T A 2-11" Am-hor Bttrdetlbuge) 'artl'dY#s kin " fttorn foggy r ---tpitil-flf {1�pIS t UUaxt�rs front Cross Su pipe 5�1 k ri tom; (May be,"tWV ? 14U��-C7t6e�ti��Tttfu�r�lttx SarkOails late Aft Untt krrt'talat N (T- pic* 3 each sine for hurticane usil Itltlimttttritt€1 sryar�araaesia ww �1erei sttl}t1�14iaYFt:€fefek Florida Department of Business& Professional Regulation Pagel oft Building Codes and Standards 1211=0 1 Product'Approval Application Oistail 0.40 Data Data gate Pondlim Date lype version Manufaoturor Corti Engineers Ucsnse Validated ley VAllell: Subnli FSC Approval AAp1LyeQ g Stalus Affirmation 024t Small Vent Prod'uas, Inc, Michael. Graham HermseF Nmerq P.E. Locke ao',iden P.E. 12,1612020 12116202D 12'1 Approved Category;- structural Components (877)441-0368pE73775 (334)300-1800 SubcarepoM. Products Introduced as Result.of imoQsmaitveni,com view Technaipgv. Compliance: Method. Evaluator Reportroma. Florida Registered-ArohRocf one Licelawd Florida Praeeslonal Engineer IL#57122-R$d�rodtil;is ` F Quality Assurance Approved for Use Approved for Use lmaa.t coal gap M.. Product Madill 11-hvpr Name Praduct Descrel Cantrad Eblical date In HVHZ Outside HVHZ Rearstant Prassure 1 SmadVem Model 540-510 #1 1 Dual Function Flood and Vem9ahon Vent 12+3 f2033 Yea Yes I tJA +100F Op 1 2 Sm.dVenl Mode,I#1540-d11 D.I Fun oil onlood and Vendstion Vent 12nit2023 Yas Yes NIA -100f 10e 3. BmadV.n[Mada 01r540.520 ul red Ff. dd Vertt Yea Y. NIA +1 ODl iDO SmgN nM ad 15P521 e el . 5 nsu14 red bm Vent 12312a2 Yes Ye5 NX +10pF100 5 anVent Mod#140.524 .1231R023 16& Go -age Doar FloodVen173 Ye$ Yes NA NYA 6. .5114eRVent Model #1 540510 'Wood Wall Insulated Flood Vent 12F31)]023: Yes. Yas NIA +100f-10U' 7 SmartVent Model#1540-S•.4 7ri5&quo 4arzge Door Flood Venl .21121 Yea Vas NiA NIA Florida Department of Business & Professional Regulation Pagel 91 Building Caries and Standards tn412p 1 Product Approval Application Detail Cade Eni W Data n, ate oar. Pandora Data TV-- Version. Manufacturer Coolant •tart. Edumaer&[Jcenss Validated aY Validated sWsmitiad FEICAo.m4al A ,gored .Status Revision 202a Drexel Metals. Inc. Jason Shumate. Zachary R. Pirest Look. eovden P.E.: 06/10/2020 0wnstil 20 ga202030 101131 Approved Category: Roofing i5o2 3a3 1511 PE-74021 (334i300-18DD. Subcategory: Metal Rooting: Ishumet®p-draor t:com QusihvAssurience:. Approved rot Use Amorovel for Use Impact call Contract Expiration Us VNZ` Cutslde Hil Resistant P re Sect k ProtluM Model Number or Name. Product Descriptlaii In tl_ .�' t_ 1 Dre%al Metal Roofing systems Di 10o Ns_ DMC 150aS; QMC 175S 13MO.2CM. 12/31/ 025 Yes No NtA +01-180 DMCSv Florida Department of Business '& Professional Regulation Buliding Codes and. Standards Product Approval Application Detail page 2 a4 1/251202Z - Ent(N or D. ate Dante Date Pending D: Type Version Manufacturer Con _tact Engineer&License Validated By VIIa dated' Subm hied. FBCApproval Approved Status Revision 202 Tnerma-Tru'Cor Corporation Steve dos :.sLymdonF SclmP.E. Ryan Kin .P; E. 04l15f2021 1.212020 Q4fZ2.. i1 Approved Category.' Exteriorpapist (800)6437628 PE434M (818)7676556 - - -. .70a20 SutrGao :alan Iitg Exto 'o orAssemulies" Jas e=n®t. herrral Compliance Method: Evaluation Report#rom a m Florida Registered Architect ore Licensed Florida Professional Engineer PLi�TSgPs pk7rs0uet§ _ ` Quallby AS5urancis .Approved for Use Apprill for UsB. Impact Sedp PrddUCt Model. Number or Name Product Descrotlon Contract Expiraldn Dale in. HYHZ OufSi�e HVHZ Resistant pressure is a.Therma-Tru FibenClassicandSmooth-54a'r Nominal 69#!3g'SJlquotlmpact" Opaque 12131f2022 No Yes Yes N/A Compoate.Edge Fibarglass:Single Door -(Inswreli-swing Xmnfguratien) 2 b.Therma-Tru Fiber-CHdssic andEmoom-Star Nominal&ɖ"rmpact&quut Opaqus 1W3172022;. No 'Yes Yes. N/A Composi Edge Fiberglass Single Door with Sidelite.(s) {Inewing/Outsrang, XO, QXorOXO g 1 3 c.Tnerma-Tru FiberClasac and $month -fir o u ct t Opaque N mural 6&#f33,$8q otlmpa &quo Op qu 12t3lJ2022' No ... Yes Yes WA Composite Edi Fiberglass Double Doorw ith or _ _ Wthout Sidelitm onswingfOut vying; XXor OXXO confrguraiions) 4 d:Therrrra-TruFib9t-Glasetp and Smooth -.Star Nominal 8Ɔ Squotlmpact" Opaque 1213112022 No Yes. Yes. NIA; Cpm' seta Ede Ibe lass Si 4e Door po 9 F ng c, -(InsvAhglOWswing Xmngguratlpn) 5 e.Therma•Tru Fiber-Clessic and Smooth:Star - Nominal 8 8.quotl rhFaci" Opaque 12I31/2022. No. Yes Yet WA Composite Edge Fiberglass Sing le Doorw)th &del te(.)(Insw9g/OutswhS*XO OX or OXO mnfi Uratdns g 1 6 f:.Therrma-Tru Flber-Ciassie:and :Smooth -Star Nominal 88#390 "l mpact&quoY Opaque 12131P2022 No Yes Yes NIA Cvmposita£dge Fiberglass Double Doorv,ith or itout Sldelites jlnswinglChaswing' 3rX or OXXO configurations) 7 g. Therml Fiber -Classic and Smooth -Star Novi 6&e139'e"lrrpad&g(Iot Giazeo 12fe1/2022- N6 Yea Yes WA Composite Edge Fiberglass Single Door Inswin Outswn , X mnfi -urat an niom[n�e1=191"l:n�ct",.G'iazed 8 h,'Thermai Flher-Classic and Smooth=:Star 12131/2022 No "Yes Yam N/A Composite Edgo Fiberglass Single Door with Sidelte(s)(InaWr 6utswng. XO QXor OXO configurations) 9 iTherma-Tru. Fiber -Classic aria Smooth -Star 8 u t 8 t Glazed Nominal 6R#39, &q o Irrylact, quo CI d 12J 112022 3_. 140 `Fee Yes NIA Composite Edge Rbergless Double Door with or _ Without Sid one, InswingfOulaWn ;XXor OXXO configurations) . 10 J.Therma-Tru Flher-Gassie-end Smooth -Star Nominal 0&039;0 15liquotlmparct9.qu Gal 12131=22 No Year Yes NIA Composite: Edge Fiberglass Seigle Door (I nsvanglOutswing Xmnfigurai 11 kTherma Tru Flber CsssidandSmooth-Star Nominal 8'0 "lFrtpact" Glazed 12tal!2022, No. Yes: Yes NIA Composite Eggs FlbeYgiass:Single Dgor with Sidelte(s) (Insvn'ng/OutelvArg, XO OX or OXO configurations) 12 I.Therme-Tru Fbsr-Classic and Smmtll�Star Nominal 8&fill&ggot;impoot"' Glazed 1213//2022 No Yes Yes NIA Composite Edge Fiberglass Double Doorwith or wthout Sidelites (Inswing/Outswing XX or OXXO corfigurafions) 13 m Therma-Tru Fiber -Classic and Smooth -Star Nominal 6$#39,8 "im atiliquot Glazed. Molded 12131f26'22 No Yes Yes NIA Doan Compdehe Edge Fiberglass Single:DDbr (I.ns x-woutswing, Xcon6gural 14 inTherma-Tru Fipar-Glasslc and Smooth Star Nom'nal 6$6Kj98 "e mpact&quat Grazed Molded 12f3laD22 Nti Yes Yes WA Open Coimpgaite Edge RbeiWa. Single Door with Glazed Molded Open Sidelihei (nemi gloutaming' ✓'(O OX br DXO oci rations) 15 o;Therme-Tru: Flex-Classrcand Smooth -Stec Nor l.5',8"Innpact" Glazed Molded 12131)2022" No: Yes Yam. N1A Open Composies Edge Flgeigiass Double .Door vAth or without Glazed Molded Open Sidelines (Iorrigl0utswingl XXorOXXC cailligurill 16 p. Tha:rrrna-Tru Fiber Classic and Srm h-Sar Ngmnal 8&ial"lnpact&quat, Cpaque 12t3112022 No Yes Yes Al gpmposRe:Edge Fiberglass S'il Door with Molded Open Sideliti5) e(InawnnglOutsw4ng. XO, OX or OXO configurations) 17 q.Therma-.Tru Fiber -Classic and Smooth -Star Nominal 69#139,8"l mpact8quot Opaque- 12131/2022 No Yes Yes NIA Florida Department of Business & Professional Regulation Fall I at Building Codes and Standards t szuxt Product' Approval Application'6dtail Code anXH rx a Data Data Pending Dlds ]ypg version Tftnlrracturer Can(. Endneer8 License Validated By. Validated :Submitted PSC Approval Arld Status. Revision 204 PGT Industries Jees Rasoosls MartnHDade BCCO -CER Miami Dade BCCO-VAL 11118/2020 1D26(2020 1124/2D20 Approved Category; Exterior Doors (941) 436-0101] (7$6) 315-2590; BubCalegarl: Sliding Extener DagrAssambnes Jr.-.l l@pgtindustdes.n Compliance Method. Certification. Marx or Listing our. 1 PLa�a 5331ikgapuefs, r:: r Cualltv.Assural Approved for Use Approved for Uae Impact Design §,ggji P=&VMadal. Number or bill ProductUscrigtan CoMracfE'sdraronData' in HVHZ :Outside HVHZ Resistant. .Pressure. 9 SGD_ aiIi-argis MI.Ilal.ped) Vinyl, Silding alas. Door 04114/2021 Yes Yes Yes NJA ■ C.�t�e�rl�ubrte�ryf Menufe�tucer PrQdu�t DescriptionDescription�►�� Approval Nu �a l m berts) Test Pressures Exp. Date 1. EXTERIOR DOORS IFIber-Classic 5�11111�1CIi�J Th�m��Tru.and a mootht-Star NON4i PA � T� FL 04 1e1 +67.0/1 t 1/ 1 0Ae Therm aTru Fiber -Classic and month -Star (IMPACT) T) FL 04 +67.0!- 7.0 psi 12131/2022 ThermeTru Fiber -Classic and month -Star MPACT) FL 0470 +80.01-80.0 psi 12/3112022 E. SLIDING tl Win��s endDoors Series 420 F Lel 5332.1 - FL15332.5 +40.0/ 0.0 psif 12/31/2024 FOT Series. 5570 NOA 21.0205.03 +38.71- 4/14/2026 C. SECTIONAL ne- �iDalton Series 80001810018200 #1105 't W FL8248.3 +31.0/1 psf 12/31/2023 Wayne -Balton Series 8000/8100/ 200 #1123 (al FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100t8200 #1124 1 FL8248.11 +34.4/-38.3 psf 12/31/2023 D. FETAL LO�IEI�EL� �R.3�` .. . �I can �# OC Inc5O7 Curries �tlsl AA fi e n 84 Single t Pairs rat' s 707 7`27 747 and '� n I r t � t t_ F L11 � 7.1 3 A (see � �l/ nst s ht i 2/3 1 112025 2e WINDOWS AR SINGLE HO 1'�l 'itnd��rs end C��c�r S ens 185 F L1 499.2 � 1 80a 0 -80 0 t 1 01i2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Coors Series 188 FL15351.1 +55.0/-55.0 pat 2/1612024 C. Flea lull Windows and Doors Series 185 FL15349.1 80.011 pat 413/023 POT Series 5520 FL243.5 N/A 4/30/2025 Cs MULLION MI Winclovilills and Doers Series 5764 FL15353.2 NIA 12/31/2024 PCT Series 5500 FL28`1.1 NIA 5/261202 E. OTHER. 3. PANEL WALL i Building �rc�d, ,James Hertel B d n� and ar+dlePlalnk L Siding C m lank La Siding H a e p p � d p � FL1 192.1 - FL13192.2 3 A. SIDING NA 12/31/2023 B. SOFFITS T Alside yy� � i n Vented Vinyl Soffit Solid d n 1r FL15272.1 FL15272.2 75.0175.0 '� 12131 3 1202 Alpha Aluminum, Inc. Solid and VentedA.I m... t poor Soffit FL18544 R5 54rv21 54e2 i f 7/3 r2 3 C. OTHER. 4. ROOFINQ PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL1012401 NIA 12118 2 1 02.2 E. 4xJi'�I�EFLAYI�1EfVTS TBmko r Shingle Ro Silo Felt t.Ilriri�lerla merit 1 � , F 8 L1232 N/A 6/2912023 Plygless USA, Inc. (r Tile Ram POLI(STCIS T�1 MAXFIB 259 NIA 1 2/23/2023 C. ROOFING FASTENERS NOT USED IJe ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents, FL1`8918.1 - FL181918.4 NIA 919/2026 Florida Metal Products, Inc Vent R '1O FL21580.3 N/A 12/31/2024 .. Lmanco, Inc C�A-4 Eehust Vent FL17202,1 ,..; - + �7,5I 97,5 psi 12/10/2025 E. ROOFING TILES Eoral Tile Villa 90O FL7849.27 - FL7849.28 N/A 12131/2025 E ral Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/311202 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSL DMC 15OS t DMC 175S, DMC 200S1 DMC 5V FL17679A +01-180 12/31/2025 5e SHUTTERS ASTORM PANELS Global Protection Products Galvanized Steel Stonn Panel FL15078.1 - FL507�.2 N/A 12/31 /2022 All American Shutters 8i Glass Galvanized Steel Storm Panels FL17869.1 NIA 12131/2022 8e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ LISP Structural Conn. see chart ANCHORS - - Simpson Strong -Tie see chart B. TRUSS PLATES IT'i Building Components Plates Alpine Truss P'la s L ,999=1 - FL19 9.4 F 1 9 N/A 12/3 12024 1 MiTek Industries, Inc. Truss Plates FL 197.1 - FL2197a5 N/A 12/31/2022 C. EI�ENGINEEREDLUMBERLUMBERWeyerhaeuser� LV L t L L Rim Board, P L �` F L 5 t7.1 - FL8527.5 N/A 3/31/2023 C. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NA 20-0630,15 N/A 9/11/2023 - C�ammercial Concrete l�roductsr Inc.High Strength Concrete Lintels FL'1774 N/A - 512512024 Florida Department of Business& Professional Regulation Page I of 3 Building Codes and Standards 11252022 Product Approval ApplliCation Detail Coda Entity or ,pale Date Datefiendinu Date Type Version, Manufacturer Contact Engineer &License: Validated By Validated submitted FSC Approval Approved Stat4s Revision- 2020 Therma TYu Corporation Steve Jasperson Lyndon F. Schmidt, P.E. - Ryan J. King, P.E. 07,MI2020 07MM020 07f2012020 1011MO20 Approved Category: Exterior Doors (800) 843-7628: PE-43409 (813) 7675555 Subcategory• Sw ri Exterior Door A.ssernbhes- sJasperson@thermatru.co Compliance Method: Evaluation Reportfrcm a m. Florida Registered Architect or a Licensed Florida Pict ssldre. Engineer Ql IRVAtsuranpa, AAOproyedfor Use Approvedf Use 1m qt Deglegn Seg9 Product Model Number or Name Product Deacrl billion Contract Expiration Date in HVHZ .Dutside HVHZ Resistant Pressure 1 a.Therma-Tru Fiber Classic and Smooth -Star Nominal 8'86quotlmpaA", Opaque Composite Edge Fiberglass Single Door 12/3112022 Yes Yes Yes WA 2 b. ThermoTgl Fiber-Clasajc and Smooth=Star 11-WigrOutr-nnng; X confguratmn) Nominal iiiiii 8liquot.lmpact" Opaque Composite Edge Fiberglass: Single Doprwith 1213112022. 'Yes 'Yes, Yes NN(A $ ' o:Therma Tru Filler -Classic and Simoolh Star .Sldelill(1-yonglOuts'mng XO,OX orOX0. configurations Nominal6',5 8qu0t1mpabt" Opaqus Composlte'Edge Fiberglass Double Door-th or without Sidelnes(Inswing)OutsMng XX OXXO 12131/2022 Yea° -Vas Yes WA 4 d. Thermo-Tru Rber•Classic and Smooth -Star or configurations) Nominal ag#39 D"lmpact&quo1, Opaque Composite Edge Fiberglass Single Door 12012022. Yes Yes Yea WA 5 e. Therma-Tru RgerCiassiaand Smooth-Sfar (InswingfOuewlmg, X configuration) Nominal 8&9,390 "lmpad"a Opaque Combo ,Etlge Fiberglass' single Door with XO, OXO 1213112022 Ye, Yes. Yes Ni 6 f. Therml Fiber-Classfe and Smooth•5tar Sldelte(e) (losvdnolOutewing OX or configuraaops) ,. Nominal a&ir99 0 " Impact&qubt; Opaque .Composite Edge Fiberglaes Double Door win or XX 1213112022 Yes. :Yes Yes NIA 7 g. Thetma-Tm Filial Ciassip:and Smooth -Star without Sldelites [Inswing/0utawing, or•O)O(Or configurat on.) Nominal 6''8 &gwtlmp2ct" Glazed Composite Edge Fiberglass Single Door 1MV2022 Yes: Yes Yes Ni 8 h. Therms-Tw Fiber -Classic and SnmothStar 0 nswrg/Outswing; X configuration) Nominal 8'*$ &quetlmpact", Glued Composite Edge Fiberglass Single Door with. 12Y3112W Yes Yes Yes WA 9 1.Therma-Tru Fiber Classic'and. Smooth SGar Sideline(.) (I-Wingf0utswing XO, OX or OXO configumllons) Nominat88"impad", Glazed- Composite Edge Fiberglass Dou hie Door with or Without Sldeilte5 121$1.f2022 Yes, `Yes. Yes NA 10 f: Therma-Tru.Fiber-Classld and:.Smooth-Stsr finswmgl0uim^+Ing XX or OXM) bonflguralions): Nominal 8& %l "lmpact"e Glazed, Composite Edge F lboiglaas:Single Door 1;>JaI 022. Yes. Yes. Yes NIA 11 k. Tharma-Tru Fiber -Classic and Smooth-5tar (I nswrrg1Oui Nnng, X:conFigum.{ionl Nominal 8'0 "impac bdq Glued Composite Edge Fiberglass Sttgle Door4Mth 1213lf2022 Yes. Yes. Yes NIA 12 I, Therme Tru:Fiber-Classic and Smooth -Star Sdelteis) {Inswingloutsvdng' XO, OXor CXO configurations)._. -- Nomsral8&4t39 D &quoblmpact&quo*, Glazed Composite Edge Fiberglass: Double Doorwith or 1213112022 Yes Yes Yes Ni 13 m: Therms Tru Fiber- Classic and Smooth Star Wthout Sideiites thistring;0upill XXc OXXO configuration$) Nominal6Ŋ ",lmpacte,quot, Opaque `Composite Edge Flbarglaas.Single Debt wHth 12r31.=22. Yes Yes,.. Yas NIA 1.4 n. Therms-Tru Rear•Classle and Smeethi "tdon-Impact" SId.,like) I rn.YA'gtOuts-g,XO,OXorOXOconfigumtions) Nominal 6119 8 "lmpset"a Opaque Composrte Edge Fiberglass Double Doorwith "Sidelites 12131/2022 Yet- Yes Yes- NIM i 5 . T enna-Tni Fiber-Clsol a d Smooth Star o h ,.. n _.. "Ndl-Impact&quol; (InswinglOutsuting, OXXOCt figuiahon) Nominal 8 0 & not lm act& D s N &, . 9 P quvt, paqu Composts Etlge Fiberglass Single Doorwitn; Si 1 2131/2022 Y es Yes Yes N/A. ,.. 15 p: Therma-Tru Fiber-Classip and Smooth=Star "Naa-lmpad&q..i, hobae s):. QnswtnglOufawmg, XO )11 OXO hill,laffiens�, Nominal 8&ri39;0�9quat Impact" Opaque Composite Etlge Fiberglass' Double 0g with Sldelites 1213r(2022 Yea 'fes Yes Ni 17 q. Therms Ttu'Fiber-ClassicartdSmooth-Star "(Jomlmpad" (InslMngfOutav OXXD configuration) NominalB&Wg;8&quak Non-Impad"i Opaque. Composite Edge Fiberglass` single Door ng� 12131/2C122: Yes Yes No N/A 18 - r. Therma-Tru'FbervClassic and SnoothStar 'Insrvtngl0utsvdng, Xcoiifigumfon) Nominal 0',8 >lot;.Ncn-Impact&quct; Opagye Composite Edge Fiberglass Single Door vith 12t31f2022 'Yes Yes No NIA 19. s: Therml Fiber-Clated and.Smooll Star Sdeltets)(IaSmAnglOtltswthg KO, ON or 0XO configurations) Nominal6g;$"Non lmpao"nuot Opaque Compostte Edga Flberglaag Dou his Door with dr XXcrOXXff 12131J2022. Yes 'Yes No NFA 20 t Therma Tru Fiber -Classic and Smooth Star - :without Still (inswingiOuffiingng, c.nfiguraaonsk Nominai8& Q " Non Impect&quil Opaqud' Clim oell Edge Fi er lass &n le Door p b 9 g 12131J2022, Yes Yes No NIA 21 u. Thermo Fiber -Classic and Smooth -Star (InsvAng/0utsrnng;.X configuration) Nominal 8&439:0&quct:Non-Impactliki Opaque Composite Edge Fiberglass Single Doorwdh 12131=22- - Yes Yes No NIA 22 Y. Thelma=fmFi6ar Ci ssicand Smooth-5�r a ' - Sidelte(s) (Inswng/Outswng: XO, OX or OXO mnflaurations) Nominal8&ft390& uothJon-1 act& uof �O a , R q� Composae Edge Fiberglass D uo 61e Door Vilh or- 12131/2022 - Vas Yes No NIA 23 w Therma-Tru Fiber -Classic and Smooth -Star - without Sidejttes(InswindfOutswing XXor OXXC. conngura0ons) Nomtn.10&#?9;8 not NOn-Impac " Glazed Composite Edge Fiberglass Single Door 12131f2022 Yes Yes No NIA - 24 x.Therma-Tru Fiber -Classic andSmooth-Star onswingf0utswulg Xcor guratim) - Nominal 6$,$ ",Non-Impact"Olaied Composite Edge Fiberglass Single Door with XO, OX 1213112022 Yes Yes No NIA 25 y-Therms-Tru Fiber -Classic and Smooth -Star - - :Sdalthsi(II ngl6utswing or OXO .configurations) Nominal 6&0398&gUdtNon-impactaquot Glazed Composite Edge Rbarging Double Door Wth or 12131T2l)l Yes Yes No NJA 26. z. Thermo Tru:Fiber.Classlc and Smooth -Star without Sillelites (InewingfOutswiIll XX or OXXO configurations) Nominal 88Jt390",Non-lynpadB:gUd1(Gia;ed; :ComposrTe Edge FlHerglass.Single Door - 12131f2022. Yea. Yes No ii 27 za_Therma-Tru Fiber-Ckesicand Srnootn-5tar (lrsWingl0utswing X vo111,9uiT lhpn).. Nominal BEf0&quct Non-lmpad8quot;.'G lazed: Ccimposrt.» Edge Fiberglass Single Door with 1213112022' Y06 Yes: NO NIA 28 zb.Therma-Tru Filler -Classic and SmoothSiar Sidelite(s} (Insuungi0uteWng XO, OX or OXO configurations] Nominal 88939;08quotihon-ImpadBquota:Glazed 1211 Yes Yes No WA Florida Department of Business".& Professional Reguhat[on Page 1 m2 Building Codes and Standards i5ro2l Product Approval Application Detail C040 intivriar.. ... Pate.. Date ...bars Panelno. Data Tvoa Version Manufacturer '.Contact termini Licansa Validated ya0datea sunnitiea FBc Anyroval. Approved status Re4islon 2020 MI Wlndoss and Doors Brent8ltlinger. Luis Roberto Lamas _ Steven M. Urich. FIE 10N.8/2020 lo/051E02o. 10t1912020 1211MO20 Approved - Category: Exterior Doors t717t3a5-330a PE-B2514 - ':(717) 317-8454 - SubCal string Exterior Door Assemblies bs'diingerCam'rd.cam Compliance -Method: Evaluation Report from Fields Registered Arrhitaslone Ucensed RorMa Professional Engineer Qdallri Assurance Approved for Use Approved rdr Usa af. Design sea 'N Product rdadei Numgsr or.NRme. - Product Dssdribgon. Contract E,xolratlat Rafe. a VH£ Outaltle.HVH£ esls[enl )'reS5ur9 1. SERIES 420ALUMINUM SGD SERIES 420.ALUMINUM SGD OXO 12/3i12.624 No Yes No NIA 145314"lx80&quo1: NON -REINFORCED 2 SERIES 420ALUMINUM GGO SERIES 420ALUMINUMSGD OXXO XX 12137f2024 No Yes No WA 96&quo"8U&gl PION REINFORCED 3 5ERIES42CALUMINUM SGD REINFORCED SERIES 42CALUMINU M SGD REINFORCED 011 12131l2024 No Yes No NIA. 1433<4&qua[;x96&qu ol; 4 SERIES 420ALUMINUM$GD REINFORCED. SERIES A20ALUMINUM HGD REINFORCED OX 1MIM24' No Yes No NIA XO, XX96&qo x.,x96" 5: ERIE 420ALLJMIN M 5 0REINFORCED, 5 S U G - SER ES 420 'LU NUMS 0 D REINFORCED.XXX 1 1M, 4 I A MI C32/3 2 - No Y. es N o' 9. N A 143",z9a8,qud, - Florida_ Department of Business ,& Professional Regulation Page of 2 Building Codes and Standards imao2l Product Approval Application Detail d � Ent Entity Dote � mate Psndigo at - Version version : ant Enalneer& License Validated By � V vltlale 1 e FBC Approval subm tted noaro�a Status Revision 2020 Wayne-Dalton';ac lop Of Ovamead Door Dwayne Kenish John E. States JeffreyP Ameson. PE. 1D/120026 09129/1020 10(M020 12/1612020 Appftlaed ,Coripe aces (WD) 783-8121 PE-51737 (904) 821 5200 category-. Exterior Doors dkornshOwayne-daitonz Suhcaregory 11.dtc ai Exterlor Door Assembliees. om Cpmpl shins fiel Ev Iuetign Report from a Florida Rogistereo Architect or a'.Licensed Florida Proiesslonal Engineer - Quality Assurance Approved for Use Aoproyedfpr Usa Impact. Decal $94 0 ber 2r9At t Model. Numor Name Product Description Cornrmit Etiotratlon Cate- In HVHZ Outside HVH£ Resistant pressure 3 8000,810q'$200#1--105 9&1t39 M.-di 14039: Max height. Glaring 1213172023 No Yes Yes +3il:ow-35m available in too ormtemiedlitt,speller. p 10 BD00l810418200 #tics 18''Max^ loth 14#ae Max her ht Glazin 121912023. No Yes Yes +3D 90f 83.50 available In top or intermediate sedion it 60001810018200#1124 16' Max width 1481 Max hegh[ Glaaing. 121312023. No Yes Yes +34401-M.30 available In lopor intonnedlet a sill sap# Product Medal Nurn arrgr Name P d et Descridtian 1' 607, 07,727747, 757777, end 8475ngleand_Flies:tA Flush, Glazed,. and Louvered singrasnd paimol Doors hollow metal boars roved for Use Aggrieved for Use Impact In HVHZ : Outside WHIZ Resrstant Yet Yes Yes Florida Department of Business & Professional Regulation Paga1 of Building Codes and Standards 115r2021 Product Approval Application Detail Code 111 Is El -0r Data ast. Data PanNna Data Toe.. Version .Manufacturer. Contact Enoineer&Llcer .e Yalidslad: By Widened Submitted F60 Approval Ariam d Status Recision 2020 MI Windove and opera Went.Sitlinger Amarlcan Architectural &FevenM Unch:: PE 11/17/2020 1111712wa 112712020 Approved Category: Wmdsi 1717)3653300 .Manufacturers Association (717)317E454: Sul"Categary: Single Hung heltlinger�mi'.ra:com. Compllatlae Method: Certification Mark or Listing Quality A-ance, Amrovea for Use Approved for Use Impel Design Se. ProduM MotloL NumIn Name Product Dasallotlon ComrapfExnlration Date, In HVHZ Outside HVHZ es Mt Pressure 2 185 SH 52x72 FmPange Frame IGISGG Single Hung 1 D/0872023" No Yee No +GW-60 Laminated Glass - 41 CD (i i U) L CD Q 0 _� CU U -0 a) O O 0 O cu O a LL o > .0 Cn E O N �� �� 2 Q CU 42 .c V// �- CV iz 00 Z Z LU J O tea 'O � W fJf ..O CV .0 C7 d 3 3 tv CL) C r� C •It, s+ CA CL S7 cE R O aW 0 w �J N n, W /_ v / O O I_ U O L U o0 H O L W W z J z Q J 11 SHEET NO. PA 1.0. 1, - ___ - ---------- _ . , . . I � I . I I � � � I � I � . : I Florida Department of Business & Professional Regulation, Builling Codes and Standards Product Appircival Application Detail I 11 1, I I � P.g.4 Of b, 1 0RV?. gak - Entity a [)are Date Date Pgndin �gik TVD- version lifienufautu contact Eirrahoser&Litzensia Validated Validated Submitted FEIG Approval Abyrdved Stan, Revi.i.n 2020 Therma,Tru C.papatloh Steve.jasparsco Lyndon F, sclomi0l: Is E� Ryinn J, King, RE. 1 QJOV�021 QW18QQ21 Iq111WM21 12�1�5�021 Approved Ciirefloini: Widn Doors (80pi s4P,mo PE-4=9 K.al?i767-6556 Subti;a1legicry, 6WNing FAterikor Door Assemblies sjaspersprj@th.maI,uoo . , I plorippliSticamethad: U'r,truat,dri RepQrtfro. ,a or Florida Registered Architect .r1a licensed Florida professfoi-ial Engineer . I � I jj �#c - "" 1,� - ; , I I ,,�, 1 V,`�',i�l��'11�� �,�,,,' � e 1� ill 1111- - �,�"' 111� 1, tl, 1�1' - - , � ___ _,�,M " � � ��� 1V , 15` �_,,T�`� , � , - L-i0i 1_,�kl'l ", �_ ,�i P" _,',�,' l�i��-�,,� � , I ���,_,-,-',�I-&� ,�,"-g'-," " ,,`�`,`l�,,,�,,�i , �--��,,�,'�".,�,�,�ll",,.,�,�,,��� 51 , 4 i", - I 11 -,,f,,Vw�," 0," I'll, _,�", � ,,a "", " , I_- - , , - 111--1151 "'''�_ - ,� , �i � 1, I -1, � w ,� "; 11 - -,-,,,,,, " � - -5- ? _ ,��, 0- , � � , � � � � _ ,- -,,- , , �� - �� �� - ':�, -,, - -- -It ... R , � � , - - , �, I 7� �, 11'!%�11 _,'�`,' A I", 'I,' "I � � � - 1 , 9 , ,), " �� 1, , , , � -11 l � - " � _ , " �, - �,,, , 11 1� - i, "�', - , - " ''" , , , �, , , I , - , " " , , ' I ,� ,�,,�� . ... .. . � " "" "�, " I ", "� I", 1��`@'1_11'1 - �� , T ,0� - , , , , " - , � ,,,��,,',,,,'�,,,,,,,��,,,�,�,,,',�,�,',�,�),�<,,,'�,,,,, ,,, � _i, ��,5l;,E',,'��,,,,ii �,�, r, ,�,i , - . - - , , , , � . . . ... c,�,,�!', 4, _", ,- �� , - " " , �i � ", �', , , 6, t, ,,,,, , " � , ", , � __ - �,, ,___._p.i, '0 � �,�z_,_,,,�,��,_, ',_�`__, "I , llw_ ' ' , 151 , `� , , I ... , - 'A � " � - "r, ;, ADD., " dilbir Use A Dorssned'for Use fl� Stull # Product Model, Nurn bar or Name Product Description Cc ta in KV HZ, Outside NIVHZ Ej%� Pressure I a: Therma-Tru Fiber,cla5aaandSmoutfi-Star I I I I I Nominal OW9:8 &quMNdn-Impadt" Opaque 1213112022 , Composite Edge FibtirglaesSitur-94.Door ' NO Yes N ,or NIA � b. Ther-Tru Fiber-,01assicand Smooth -Star (InSviingfOutwohep; Xconfiguraboo Nomin4ifS&#tP�e-&,;A,otNon-Ir.ripa , &I&Jquot Opaque 1213WG2� Composite Edge Fibergilass Singleboorwith No Yes No WA, 3 c, Therhia-Tru Fiouir�Ctiisstp and Smooth-Ptar Sid0he(a),(Itrsw6gyOor,�wngJ; )(0j5x .rO)y5 I , I e.rRg..h.r.) Noenin ' ;,i��g�b;,S�8�uct;Noh-ln*6,M4u.t Opaque 1 ?I31112022 Fiberglass Composite Fd9.P D-I)IeJ36.r vAth or I 'No Yes No NIA 4 d. Therma�Tru Fber-Classic and Smooth,Star Wthh6Zt Sideliters (InotOnglOutswo g: XY or,alme r � r . configurertion ') Nominal 7�6#�9;0,&qpuot N.n,ImpSk,t5q..l:; Opaque 1261/2622 � Composite Edge,Fjoergiass Single Dow ' No Yes No NA 5 6. Thherm@�Tni FHb6r,(;Jaaajc 616d,�nssobr-Sar (Insihingfoutswing: X configuratiori) � 6imireil 70ss;b ��iiA6t�N6n-irfpacl&qwot�'opa�ue 1,213IJ20�2 ComposilI6 Edge FiberlitS , Ss Single,Ddoqr,�ith Odelitet.) No Yes Nor NA 6 I. Therm.-Tru R1:erC1O..fp and Stnooth-Siar (I nswAgroutsWrim XQ; ox or, Px0 ophrifigwrodlorfs) . , I . I Nornina I I 8'dAqubt;NolrImpiOct" Opaque 12A1 12M2 C"T" Ed ge Fiberglass Sing 16 Door No Yes No, NfA, 7 g. Tharma-Tint Fib*r�C1IniP,and,Smqoth-5Ur t..."ri ulii�ng Xponfiguratti.6) I omh ,, , , ��Motlikonlmpah;Mqwc� C�pa�,e 12;0112Q22 '6" 1 righa , "s fgls,opo�v�th , " no a i I . , No Yes , No NIA 8 h. Therma--Tru Fiber -Classic andt§mccth�Star I el , In , is rig; XO, OX or 6X0 , i t , . I , , I ,. I il j" ) , I � Aquot; on-Impactl1quot Opaque 1 li,'�l 12022 Composite Edg Fiberglaps, Doubt& Door �vdti or No Yes No Ni4 9 i- ThRritra-Tu Fiber-,014sac and $mooth-Suar Wthaut Sidolites (InswinglOut"ingil XXor OXX0 airmliguratitroil) Nomirl 0�#�9�8 44uor::Nor�lmpaotAj�udt� Glazed 1=1�2022 Compcsiho Edge FjbeT,'9fOhs& Single D6Or I " , , NO Yes No NIA I D I. Therms-Tru FilhatZliassit and Smc*th-St-1 , , (haswitYphrQuostrini Xcofflizoration) �.mkrril�bi,#IS;iIi &�uot�Non-Impaizit5quat,Glazed 12GI1202,2 C,sirinposite rdgs Fitiergasa-sunglaboor v,6 No Yle. No NfA . 11 k Thi,rma,Tnu Fiber-okasslo and,S.o.1hjSta Skieloe(s) �inawngb6iavAng; X0, 6X., QXO configiuWitins) � Nornitnal 6'i8,"Non-Imixhct": Glazed 121SV2022 Composite Edge Fiberglass Doubt& b6hormith,or No yes NO VA 12, 1. Theirms-Tru Fber-Clasil and Smooth -Spar I ot deii Stir n , utswn9-..,XXmp)(k0 11 I' - tl' * , Q , . 'at 7&#�Jg .1 quotNon1mp;ap,�ot! Glazed 12J3112022 , . . ,I., , 11 1, , . I poelle, Edge I iti ;iess'single'Door No Yes No WN is .. Thorm.-Tru riber.011ased and S.-ith-Si., I 'L I I onsArlingfodswing;, , rifig-ton) . Nominal 7"O9.0 iqu.t;Nmn_I.p..t&q..t. G! ... d 1,213112022 Composite Edge ip. I.S.Singlepoo-Ath " ' N. �_ No wA 14, h, Thermn-Tru Pikkar-Clossio and f3mwtfi,S'b ,Or ffSdefiteis), (In , u ng:)Qa OX.r OXO ay'l , corbiguseltion.) I Nom1hsi,8"39;0 4,quOt:NonImpAct&qu.:�,Glazed 1�MV2022 "' I ' bbhPOSIt4EdgsF1WgI9 r is ' S Sftrgt60o0r No Yes No NIA, 15 �. TbeirmaTru Fioer�qlastik; ahridsfrooth-S* I 11 (i����gh6�Out�win�(.i.c,oAfioumhi��) ",jrhal 3&439:0";t!Noh-JmpaaAq.ot! Glazed 121sl=22 I Comp I osr4 �d6e , rjfiii�glaes Sing It boor iv th I , � � , � , - , CXO No Yes NO" NIA, is p. thermei.*ru Fiber -Classic and'�imwth-Star Sidelits(s) (in §,Mn91Wtshw1 n g: XQ1 OX or unit , -org , ) 11 Nominal 6=9;0 �'qucit,Non.lmlpactkuot; Glazed 12j3l/�02� Corrip.sit. Edge Froarglass Daabl..D�ol Will or , OXY6 No Yes No NIA, 17 q, Theirm@�Tru Fiber-Cassio and, S.0"q1th-Star I I w"thichit Sidelites (in w�njhi,Qutsmng'1)Q,(or whiffiguhratiOS) N-inal 68#3S 5&qubU.'Non-ImpahA&quob Opaque 121511,2022 Composite Edgs�ellhfirglssa soj , JaD66r,vith No Ye's No NIA 16 r. Thermal-Tru Fiber-OassPAncl So)octh4Star TrAmicrin (Ing�;ogiOutiWrig� OIX confl6uration) Nominal $&939;s,&iNo�N r en-Ionpa'Ailuot: Opaque IMIM22 . Comip-it. E I dgaRbeiIg1.asSinShirIi , � Skl.lit.I.) NO Yes No NIA 19 a: Tiopfriia-Tru Fiber-Classic,,and Smooth S'tar j Tr.raom ii nvAnjiotris,�rg: OACY, C/6X or,66X0,Oonfiguratlors) . � Norribrial 6 �D quct� on-[ a iHq4rxt,,:Opaque 121$1=4 . � , , Conn . o Its e, itipprgizt, , gle,_ cor,Mth I '69: No Yes .No NIA 20 t. Therms-fru Fiber-Classle and Smooth -Star ol i) ll -Angi . I , , , Xipri�)XO 11 ntn brisHsada H ca u 1:1-ons) NOMIM 1 89 u 011.1, a quot, Opaque lZ&V2022 CompositsEcige iber is 01. "w4th, � # �0 ' No ,�.eg No HIA 21 UL Threrrna-,Tru Filber,13joesk, Ound,smootit-Star Gid.lils(q Qn.viiog u rig; , or bgot� ContrnopuuIi Head and It corift to ) Nominal 1 BUS :' u ' mr-Impa jiuot�-Olgzad 1,213IJ2= qcimp6alioi Edge PI NJ. gle 6 with , , , , , Stleflite(s) X No yes 'No, WA 22 v. Thwirner-7ro FiberwCtwssr; and 6mooth-sta, 11 lInsvivinglJ, u , nig. ; or OXQ "I ' , I . I - , 11 , I - t-* I norto ,do . a - Head a 11 shloo�ftg retions) khbminal.Sir#��:() a,uqMNmn-IrnpaoIlkuct glazed 1213IJ2022 GOM " Edge Fiber6lass Single Dodqwth 11 , , No yes No, NIA 2a W. 7barma-Tru Filbet-tlaselo and Smeoth-Star .de1Z.i`lJni6Angilb6t.wW kd� CA or OXO (;Optinuouzl-iead,3nOsi[co�ngurations) Nominal Wag�rl "Aon-InnpaclAq6b� Opaque 1213112w2 compoateEdge Fiberglaes Door Parialsvivith Vanitted No Yes No NIA 24 �� Therma-Tru Fiber-04saic.,mciSmootfi-Ster - I aidaile(s) (r§Wn;k1Oo1arwirh9; Xy.� XXX or XW� I poirifiguredons) N.min�Lt6&"4�9:02,qi,6tNd�-Ir,o.cdqudt Opaque iV,aif= CompobilteiF�ge Fiberglass Doorl",k4haviiiiii Vinisd I I W No, Y16s No N)A 21 ,y. Th.,7m rib-Chi.alowd'Stro.th-St., $idelita(sl, (InivvingiOutswing. XY,, or')O= nfiguralion.) W.�im�6U�9:8$�quotN.M-ImpaotKq.0t; glazed 122111=22 CompoilteEdge FibergiassDoor Pari6is,4h,'Ventiad NO I'(- No KJA 26 z. Tharrinte-Tru Fomr-qlassicand srijooth-Star Sidel,ke(it orrs,vingiOutswing. XX�Vx.rk�,� �,Iopfiguritticns) N.rmj*fS&"R�Q_&quo: N.rr1rnpa'.t&qu.t; Glazed 1,2111= C;omposith Edge Fiberglass Ooor�pjnals isilli Vented ' No yes J,ioi NIA, 27 lZa.Therma-7ru 5ilber-aassicaod Snnooth�6tar SidelM,(s)(IngwAnUtbut�Wng--XX�.)e.iX,6rX�Xk� corrig.rati4nei ' " � NomiMI6&0-9�68�qu.t;N.n4mpaot&,q�t;,Olwed 12tsl= Correpo.ithe Edge ribierghissi Singlej)o-vith 3609:1) 7 Sidelite(s) X0, 6)� No � Yes No N)A 245 zp. Therma-Ttu Fiber-QlassiQ and Sftoth�star OrravangiblubsWing: or,bxo _,corifiguraflotis) O.'Minat'b&��32:6&A.O'tff4.�-im�a.t&q.0t� Qla.ed l2t5,WtQ2 I I I I Cc � rhiposlite I Edge I Filperglas I a I Double 06or with 3�09�0'506116 tirla,vihdrouts�Nirg: 0>0"O No Yes No WA, 29 zc. ThermaLl`rti Fiber-Okistat, Rod Smodth,Sbar ,;�� � 1 I ; Norm N;o &qVc,L,NQn-1mpaM8iqliQp GlOded 12Y�1112(122 Composite Edge;Fiberglaas Single Door with UJIG90 �CO, No Yes No NJA �() zd_ Thema-Trui Fiber -Classic, a;p,Smocr:h7SIOu . I I I Sldsika) (nsvvngV64tsWhg. OX or 0� configuiraoir,$) Nominal 8&#SR;O,":Non-impac�*uot�,GWed 1261=22 , � C6hip-life Edge Pi6r9jass,DcoubleE�cr,kh No yes No NA I 31 ze. the�mg-TrtiFib�r-Ciossic��dS[�odth-stor 39eidi)�o Sidelites (InsviinglioutwAng; OXXO contl�ursrtltri Noffirrial 7',',C &quOt,.1q.h-lrnJracf9qu6t,ShaJSj i�wi2m NO Yes I No wA Florida Department of Business and Professio-nal Regulation Building Codes and $tandards 3/15/2022 1 Product Approval Appl ication Dttail FLOOS94311 E-Mity _,or ,Date , Date Date Date, Sitalus Conta F_ngineer & ValidatedBy Validated Submitted twiling, ARProved Approved 'Maury,Alpert, License Tolin _W 1G/25)2020 I Q221,2= EJBC 1 �11 512020 $9542331330$malpert@polyg!a�*s..com Robert Nleminer, KnetEeavich, PE ARm-yal PE-501 68 (954) 772-6224 11101,12020 1 FL#6259-R31 Products CjU MIAssumnes - . It I rived fe" 'L Allffip_V ql 6A roved for use impact 2Ldc jo S-69LA Product Madelt Number Or Natime Product ne.eiripthon, igrao! E)"Wo Z___ outside HVHZ ReStsitant PrQt 1 Polyglass Roof Undelayments floating uridlerlaymerts 11012112022 I - No 'Y�s NJA 4WAI-OZ2Z ' I Paly�lass RoW.Undittlaymetitt (HIVHZ) PoNglass�*�*undtrii�mchtsfotu�;einFB012J23i2(123 Yes 1 NO NA NIA WhIZVinstliqlong. 2 PolyglAs% RoollUndodayments Oan-HVHZ) Polyglasi roof underhityrnents,for use in 1=312023 No yep NIIA -N[JAP6225 � I 1- I I I I FBCrho.-HVH2jujSdI.fl.n*t� I 1 F-olyplassko,�fUndelayments(HVHZ), Poll roof underlayments foruse in FDC42i � 2M= I Yes No NIA N,A 11-01HZjunadjollons. 2 F,Iotygla-%Ro�,fUrtdo�aynii6�t��h4i-HVHZ�) Poly�li4iii��WLirid,cria�mentt�l�oruieln QJ2�=3 No ,Y4s NIA -,NIAIA22.5 FS0_rp61-HVHZ)uftad1dpris� 1 Polyglass Roof UnderlAyments (HVHZ) P;)ly4a5sro6funderlaym�,�ts,fpr,us6inFB01,212?i2W � Yes No NIA NIA HVHZ jurisdictions. 2 Pohlqss Roof VndherlatIments (nan-FIVI-iZit Polyglassroofundedayntl enits, for use in M=023 I , I No Yes NJA +NJAI 62ZS FBC�m:on-HVHZjud,sdiotii)w 1 ' Polyglas% Roof Underlayments iHVHZ) Pcilyglass roof underlaymerts for use in rscix=023 Yes No NJA NIA . HVIFIZiuri'adicifons, 2 Polyglass Roof Underlayments (non-HVHZ) Po I lyg I ]as I I 1 IX2=023 s roof under aymerts, for use In NO Yes NJA *NW-G2Z-5 2c m, n_HVHZjiurSdicb.rl i I F lorldir DO pa rtment, oF B usiness & Prof � essi � one[ Regulatilor Patel off Florida Department of Busjinesqll Proiesskanal Regulabon P.O. I cr 1 , Florida Cape rtm ant of Busin ass & Proressi onof Regulati,on P�iis 1 tf 2 Building Cades,ah,65tandards vw�pzl Building Codes ardSandards twol Building Codes and Standards I 62o2l ProductAliproval Aloftlication0orroril PiroduptApproval Application Defroll PrciduttAppirdvall Application Detail I 1: i I I 11111�� i i � i ! I i I ; i I !;; � i I gi i ; :!: i�i ; � � Cod. I I I : 12.8fir . Oat. Data P*,di,, Dals, rRo Endity or Dal Data 0%0 Piglhlrka pat. mom - Cod. Itititi or Data Aki Dah. plandflipa bell 1VD0 I Version piamrfaurtuytt� 9glitfig 1huadinegril,1.1cooste 901144ted By, .us Vj[Ued Submitted Fac Ainrrrui,al Ant, 9@" , - Viral to.m.f.'aure ' tt.nr.st Ehoinaar& Loo.... Vdicloolood 1h Vardatiol S.Harroded Faeft-I Apaujoy Status Mull y"Asl kanufactivro contact Eildi-I&I-i.al V,rldak,d HY �rajdiad submitted FRIC Artaravi, Ado,hroisid stew. Affirmatiah 2020 PGT lridoetrhi. J.he Ros-ki wisimi-ne'le 50co - CEF Mi.ml-D.d . SCCO - VAL 11JOW020 I I towitzi 111 1020 Apprq�od Rls,�swn 202lo NJ Window-12:0d Doors pfent,aflinger Arnarceir Atnit"Nial stevirri M P00, RE 10�`Ord2l!020 I SauK020 100,9=0 Appr-d Revision 1420 oil Wircoumai no Poor. . , srentsitunrw AmericonArcittsel.ril a .an 4 U,iFh, RE 1 V,22tX10 1 1��24vo 11Q"�r) Approved Cat.g.or- Wind.ev, (04i)48&0100, (?8tJj3l5�2IS9Q_ C*,Igory:,Wlftd.ws 1717i 361.3-900 M.wofa-tylal- A-seeliffea I7lT)31r-81n4 I coreeiroly:."Iftlys- CT17� 261-3300 M.r..Tidr�A-1dalar-n (717)317'�8454 I � � � 3,oc.ihq1.r?:,Sng1. Hong I j'se-slitopikilidustdaCt $4conautinc, l4orizont,a) Sfider b5rt1h9sr@mevd_tcrr $191pat6gialy. Fwaq b0k,�.�grmivd=pr I Cionpitari,s Method: Ca,liftmnlar Mark o Ustru .M I � CamplIancli Mallikoct Certification Mark cr� Listing C.mplian,x Ifiethakil: Carkifi-fi.. Milk - IJiling I I , I , I I , I i�11'1 - - -1 ", , j�� �� I'���,!�,�",r"-,",�,,-,,,�,�,,',,� ��,,,, " , , 11", _', � ", ,,, , , �, � , _ ���,����,�,,,,�,,,������'z�,�7�;'�,-�l',�,�'r"��,,�r���t�.,'-,-�,', '� � , � � ,9�,,���,',,�� I 11, ,1 I -,,I .1,11` ,�� ��, , , , , ""�,�,,��,�'I'����"I",�l""I'll""I�,�"I'l�",ll""""""�""'I 11,�'11"1,1,11, "',�,, � -1, 1�, -, ,� ,,,�,'",�,�, �Vg,7��',,- -,,,��,��,,,,��--��-�",L"�,,,,-��,����,,-��-,��,,� �,',,"111"11�� X�� , ", ��, Y, - t"",�,,�,�-',,,,,,-',�,,?-,,�""�""L,;�-�,-",A"�,',,�,�,,�""�,,�,�,', ,"��Zl F, , - � � ')�, , � � ,60,�,,,,, Tl�,,,,,,I-l�'5� " _ - " .. ..... . �_ __ - -1 "_111111,`1�0� *-** , , - , - 11 P-��`,`IIYI�111l�e� ��-��-,,�,,�.�,���,,��,�,,��",'�� ��� �,qjl, l ,-? ,, � ,�,,,���ll-�,;�,���,,'i��l,,,,,',,,-J��,,,,��,,�',',,�,�-�,',��- l",j�i�-,,�,,,,',,-,' , -,v ...... !L�'�Ir,�,',��,AD�,�,,,` ,,-,-,1',',i-��,1fi` ,,,����"""!"�,,,,','�,--�_.,,,�i,,,'�, � . ,, �� -, ;`�` -,� _", ,,�� ,1:iM'j� , -,'�p,�,-7s,�,�,�"",�,,'�-i�,--,--,�,��-,�,-,�,,�-""",",*�,,� " - , 1. �i�, "`LLL"� - �, ,- - I - , -, "' --'- 1�1' - , I I �_ I ,,,�,,,,�,�,�,,"."',',�-",,'�',�',�.,,',,,��,�,,'�'�z�-,Z,,,,",, -, Ir " '-',L 1 1, ", � � , , � '111 11 �1`1"1111'1111'5`_ , , 1 - � � - _�, 11 `11 , � - ��n , � ,,��,�,��,�P " � - "I'""' " -,"III, I"",', I , 1� ,i,,' ,-, _,� - � �, -, : , , �� " � X0 -, - _,r� ` I Y �,,�� ,� "W, � - , , I - � , _� , "i,,��", !"i" "", � , , j , - '' � " ,�F,p , ", , , . , � ...... _ n, , - , '', - ", " _,Z't�,����em�,',,',',, � " - - - --- M;r- ,;,-� �1� .1 11 __ ". _ " 'I, , �,�� �,_ " - ck : -11 , "-",�_-,,,,,,,���,�,��,,,,�,,�,�""4"��,e� ,,-,, ,,,��,� � 11. "" "", , � ,�n��� �, " ",_,_,_ 'i - ,� -,"" �' I , - �10� , � , " � 11 I I - 1� -11 e 'r - - ,,, - I - .", -1 -�� - - 1. , � , � - ,,_ , � , Quality A-urconc, Ad ... od for U.. � ApproraidiFruis oppaii. U2210 QUAID; A..wnaroc. Awro,cl for Use Approved fbir US. Impact Design A-rovadforue, Arhamvr6d f., 1.112 9= Damon, seq *, Pr.fJorel Usual. , NkarhirIr or 1,krin. contract Isaalral.n thar, In HVHZ GolSideRvHZ Resistant preasure Epal Fterfil.kAt readeL Mel or plarres Pmd..t �..rdfi. ,carkradf Expiration plate, in HY cidt.id. HVRZ R.sleiant press.. $R010 ProductModel, Number or Narthe Produst Doscriptilk, Contrail JUDIreflon tire In �fvhz outsick [fVKZ 'Yes Rysistaint Pressune ,2 GH55W �Lsrge Missile, Impact) � I Vinyl S16 0713UM25 ,gla H-g w�od_ , Yes ye,, yo� N)A I his ies Fin andflar rge Prime I 02/10024 M.02 ratilit.dil G1 - No I ,.a Y No -M-55 1 is5 Pw 75k 72 firisudat,,dGlay, 041/03)=3 No No iao/,60, Florlda Department of Businalept, Professional Roguls I n , I 00 I P.O. I of I . Florida Department of Business & Professional Regitjletlen I pis. i at Florida Department of BUsine'sa, & Professional Regulation L pn.1 di Building Codes and Standards 15120?1 BuildingCodes ard[Stiiihdards vwml Buil6ingCodes and Standards iffli2mi Koducill Approval Application Detail , Product Aipprovall Application Detail Product Approval Application Detail Q-d-. ErfitV 6 21.1 a", DO" pending I WE! Q111. Enth,, o Data - P-1111 Data Pendiria I Data - Sooty p IMS 2" Ding FarridMa 90 Ilpe Versdin Hflar&�Wr code Endi-eira Lictmia, Validated 1w, VAIdaled 11.1hrrifto, F8C Ap,rae. Approved ilidu Mw__ YiSlitaHi ifianufadoner Sapino"N'Sk Lkb..a Vilidah,40, submitted - YOKiH4 I`DC: ft-nil Approye stolus, Type Viral Manufacturer contact 5haire,itir & upeii V.1tilatod By Validated Subpril6d P13C A06MIMI Aprimsod itilm ANithreatior 2020 FGTIrdystrea Jers ftabe-ld Mfi-i-Dide Kr_p,,�FR Marni-D StCO--VAL -4�1 , 11,95,2020 11,i0,5f2Q2() II11 112020 Arip"d RavieN. 2()�,) MI Wrhd�wk,4.rd Doors , .: RE g6we ". urro. K 11610611M '[Plia e7�20 l3erit Si9poo, Lot. R I" O tjC19/2020 1 101$J2020, I Appriove I 4 Affimishon 2ON P&TIhdu." jons Rosie"sk! Miannl�Dadue]KCD- CER WbnI,0.#"rC0-')JA_ 1IA5aDZQ 11,06�2020 11 q 1120-'o Approved I Csta;.Y,!wI'dokv. , (9411486-ID1017 �7613) 3154E599 , , I carkegoar W104-a (11 7� 39-3,300 PE-62514 �717.) 31�I8464 1 , Cptq_9.rvZ,yiHriddu� ,, (Sal) 466-010D 1(7816)3i572590 SubCst.g.ly! Fired j-qwls1kh@ogrhdLStrSU I � sroizair.OPT., M.Atc, baitingar4mK0.40M Subcategory: Motions JrcSwsr@p9dndvwflrcSc Compfl,rion Maithadt Cortifitat6h Mark or Listing on, ltImplo, L�Vhizlior, Rla§W frou a CO"Harp. kleffredh Carti9cation Mark I Listing eno , t -,�,,,_,�,' 4iij1'4'-_1-_�q!i_1_' , a -�,,���'���,�,-,��,���,�,r�,�,�,-,, ,,1',,,� -',"40��,,',-,'�,' �,,� i; '�',"�, I,---,,,- , ��'�-,�'-'k�',��,"��4,-�'���",,,'��-��,����z���',����,�,�C,,,,� - I I _` � " 61t.lit dr tk Lloons.dl r1ordia 11'or I I I , ot: .. ..... � , � I � "l-, .'r � I ., �11, I I," �""' ,�", , , , ", , - , � , �, �_ ', , - ', �, , __ " , " a�_ ___ "", , ",,, "" ,� , �� � , �, :_ ,k , " -, ,III �����, ` � �,� - ......... ,�, __ - M7 ,�>'_' -, ___ " , -, , , "'�_, , ',_ - ,_ ��� - , , , , - - " , , ,-, _ , _ , , - ... i, 1;r, , " , . , , , - ''" , _, __, - - _,''. - i � - , '' _ , " , "', - " _.r , � _l, - , , , '' �__ vo�� ,�_ I— � .-I . . . . . - I , �� ""IT,", - �� 'K"",' , 1��__J(t � - � I- - R, 11 -, --P-,,,N_ ,�,e,,�-,,,-�,,_,,,,"�"-",�,','-�, ?,�,'_ �, �,�6111'.;_`Zq", � " 1� -I - �, 1�1� "_� �� 1, � _ � I , __ , - , , r "'"' __, _,,_ :i-179, �L'�,,,,�,-,,�-,;;�,�,�,�-�.',-,�""I', _ , - , , , � - __ , - , ,- , , � , , � , - - I - - , " " , - , � _-, P� , ", � - - � , , "", - , - - _., ____ �� ,. � ,. , 11 . I ,� � � , , " ch-ld', A-.." Approved far U A .... vid f.".. fie-f Deaths - - , 4 -, _`�!_,�,� ip"I" wg_�� , r�,� ... ..... ��, ,,,�,-, �. -d�",' ""', ", , 11 "I 111111" �`, `�l _�"` W�WMWOft�?F��A;��F�l �,,,'��,�,,,;�,,,-,,�-.�,,�,,'i,�,,,',,---',,,�, , , ", - ,��, �,a,� Cookie A.surandia Anchrarrudleall- A I ri Diehor se" product Model. 1,11-ther . Me.. produsetDoetfloti- cord"I I` "'At.. out' -�� ,WlAde HVH1 '411Z - Rgalstart Isanksum - _40", - ,� M=0�,,4,,, i, 1� I 3.09, R,eduol Madell, Nurobir or Narnis Prc,cluct Iceserlwhoin contact Explialloroarv- In Ht* 1=11 Registent pr..sur. 5 7W-5520 (4arg. MJ..H�s I.pWI �Arr , 0 ,� N207 yl Fk,d Wind.. I ye� Y., I yes. N,A I S-046 Praductirrogill. NuatcarbrNama QualtAvAesurantio Ajewoodl to, Us Nddust 0-finti., coot ... t Ekboatic. Date in Hv , Approved for Usa Sulam, HvHZ Impact R.asitent p,Oiw PI.S.61, 1 Mullcins forAll Doors and Windows I � Afunhirium M.11forin U5126rQ023 yes Yos I Yes I WA 2 s7R4 _ Verfisal Aj.phinus, mylke IZ10112q4 No: Yes yes NA I Florida Department of Business & Pilofessipilail Regulation liso. I ON Florida 136pahlrill of Business & Professional Rag�lation page 2 aft! Florida Department of Business A Professional Regulation Pig. 1 ff2 1 Building Codes a ria'Standards tAV2021 Bijildirg G,bilesarld Standards 1002Q21 Buildi 69 CiCdes and IttardA rds' 110=1 Product Approval Application Detail Product Approval Application Detail , , , , Product 4proval Application Detail �Zoilil Sol* " ,Data Date Date pondinp 20 codo Etotow ' I _DAA ow. Date Ramrod, Date Cod. 9��& Lot, 2111. Data Fitnoing .U.- � . TV.- Varal. muroulado,inor , � Card.& rnaln.,& Lichang. Validated 1. )ORdaled subroilted FBCAV,,,l 1 1 Approved solus Type, V".11 M.n,f,.t.,. I I Cgntogt Ewtio- & Lic .... Validated Ely VOIndaltuld Sultialittad I I . F&C Aute-M Apo,.vad migili 1100. Version Manufacturer Contact Llivaige V,Il".d EW vididated Submitted FSC ApprevOl Applovi AWM Revision = James Hardle�O,flkllng PMCJVpt$. Inc Chid Diamli. V, Ardws; Tau join s.gthwd, F,E, 0jM5w=i 11 vl4n= woonozi ding FSC Appr � Revision '2G20 A1.1da Nir . k Thorripe- Lyrd.r F� 86kildti RS� R�.n J. Ktrgj P.S, 02M?Ml 02?157�= 6262M21 (l Apprq,ad Rem San 2020 SAF Mi0s.1 stiah Relpert NienilrOn John W. 4�na,sll�h. RE DOM202(1 090f2,020 1Q!02r292,0 12116,r,202i) Approved CaOirloy: PariqlWellit (gair 5 - 45.PSO, PE-ciSS2 ,f3fi2X3671,25ZS, , cat.ahry! P.h.1 Wells (33oi922-2382 P&43409 i013) 707-GS55 cift.w. Revlon Mg) YW3411 P5-ulee ,(�54) ??2-II224 subdalagory: stijing oloOdAl-keeltoneeh.rd I sybcaleg.ry: Sofro, otherrip-R.Nd.-in SI,ihCaho9mY �Ophatshlnghea, I .,oshegar-m d.mpI[an�arTOd,i'Odl:,EvaluatJcn R�pojvlhonrii -orn C..*11andAlHathijac;Evauatione R.Jp.hir,.fn. Complian" Method: E-H.Wan Report from a Fdjd.,ROg0Aa1.dAroiae.I'crai Liabosed Florida ForldoR.91,jarsdAloikept- Li.osisdFOrds Floods R6g1stO,0dFrolrvd,or a, Lfidvrisad Florida Professional E�giodet � Fln,ftssio.1 Er�'Sneei I Prltlkowil Enguicer � 111_� �"", - �,�) "., � 1'1"1111"f,� . ....... ... � - � - I �4111 � , , ��-"�""�ll""�",�-I'll",�� �"'�,, " �"'i�11, ., _a,1�2 ',, " " � P � � - ��, � ... U - ", 1 ',�g-,' 1,'�',i, ��g','E- -��,'�,'�'Z��'U',�,-' "',9,', �,,,f,�,--", `� �%', ',,,7 -i �- -,',,�,�,',,.��,,',�-�,�',,-,,���,-�'-,-�"g-p�"""��,"�', 'U _ ____��, V,�_ ,�';,,'�'�,��L �, -",,, "', ", - _�',i _-,�i ," ,,'�' l� ,'�.'� �,'� 5 _,',,�,,', __ -i 7 , , "" ", F '_ ,;i - � - � _, " �� ,-� - , i �� , - ,� " �, I�,, -, � , ,,Q "'I""I'-1, - ,�, ,,�-��,�""�,,����,�,--,,�,�,,-�'��'I'l�,,-,,,,,,,��',-',-�,,_,��", ,�� ", � _� � -, � - - �, , " -_', , " "IllIL�,d�l�a4��all,4�'�A-1w�'�*;�N�,�,.,,�,��17,,'�,�re,�;,,, mgv=lif,p�,,,wg�� , "N K-,,,v,",r t,'��"t,u���-�,,��,,,,��",:,T,�',�,�, ��,;��,"�,7',�,""'�,'�l;"����,�,,� ,,��,, ,,,;,j*,"�� ,"g ,_,�, �+, �,�, �,�� � 'w'&i"',"",�;,", I ,'�,! � ,,'��',*.��'�?,�, ,'-.�,�'�,�,,,,,��,�,';,,,,,,,,�,�., -��,',',�,�,.i�,�,��,,�����,�l,,��3��', , , ,,, ,,, �,-,V�,, 'i�� ,�!Oi '�,,`,i� " � , - ,,I"t,"�"M .. , , , __ , ", - ,11�i , , �, �, , ", �� � ,,, ,.� �,,�_ ,, "�, _1'1,�,,,,�"',"�,`, "I" � '_ � o, , , , "er,�,_,,"_, , ,,, , � ,,� , I I 11 , ` " `-, , , , � ` , �, , �_, �' , ,,,, 141_12,Wd go o ,,, ,,,,, , " 11�, , I , , " , , I I �, " �_ " -1 11-1��""I'l-l�'�',�'Ilz"",-,"�,""I'O-'�-I'l""��,�-,---"""�,�'I'l-��I __ `�nl� � "'," 1 "I", `_` _` 11 - , "I", I 1`_'1,"l___ �'��,�""-",,""",",�'l""I,-"""�'�'I'll"�� 0 _111�_,_ I -1 -1 _11"I'll i -, ---I __ I., I ,'I " �,7 ill- ��"'n_'11__` : -,-,--, �_ -1 -I _11'� --I-- I w 11 I "I'll", i�_, 3- "_ -- ��',`-� � - , , , - A -, , , " - - - 11 - ,�,,� -,,�--,�,�,,'�p"",�,,,��""",-,-�""",-i��,� I, � �',',-,-,',"'iV,,,',,', ��,� - __ gr� � , 111- i Quality Assurance ,,,� ,',,�-`,,,!,�,,�`,, I , 1w I - ApheiveiltiforVirt. ApproM lgit this, I jwAq 06siol � , , " , ____ -11, ,,'�F_ I'- A ,C��_ ,R,,�,,, 1,�,�I,,,�Qf", &s.ranso. Approviel for U l&,dT,,U,, brull V�, I " the.1- ,,,, I . � � � _� , , - �, - I � """ 11 -11 - , 1`1 , � � I � -l", � - _5 -�,�l?-�'�,�',�'ll-��I'l",�,�"I '�, "I " , 'I, , " � " -1, , ,��, __ - &SIN Assurance - -�---,-"--�'��"I'�ll",�,�,-,�1-1-��,�� ArtirovedforrUito A ggt2��o ittl= Desithow ,$ago prio,si .ad.. homberorhanue PoudUcl D.strinji. cjtraot Expiration Dal In outside M � Ret�ista fIrgilsore 3-90 product Model, Numb-1 N ,Q�ili(y product D .... liati- Corynael E�rlratlb� net. in HVHZ DotSid. HVHZ Resistant pressure 0.9 prodt,et model. Isialpar eir Mg.. Product D-ript]. tontrapt tiviratlont Il in HVI41 ftestaposm priesure 1 Cmmprerk Lop,Sidinq fbar-o-ort too siding l2qj=21 yes ,yes VIA; N�A I a, &qtrQ:,�T*"qu6t Sofro Vent or $did Vinyl Soffit 12(31po2s, N. Yes No NJA 1 GAFAsiphmlt Rool'Shingliss Fib.191ill-ortaced O-tala. lernirsterl, rMoh.ld 1 wis�022 No Yes NfA WA 2 H hill, Plan k 11. p Sid I rig libat�carnsrt top siding, 12,�vin= Ypo Yes NIA N)A Z ta,� &PUdiAilarroe T�fkquct,,Solfr Vent or Sold Vinyl sent; 17431RO7.3 No �ts No NJA hip/rdips e5phali shihQle, 3 c. H,,qhrxt�6reikibriar Virago 8h,9dOd&*3O1 Saft, Vent cr sold Vinyl,$ctlit 12i31,2023 No, lfo� No NA 4 ,o &qu&'I)sS%qvsafflt fidni-raefidVinylEks1`41, f�izlz�oiz� N. Y.a No NIA 5 a jLq..t;Chude,,(3ih&qupI; Seoul Von I or, Sdi d,ymyJ , 8efst, 12i3ozo�3 No �e s 11�1 le NYA . e f� kl..t�super sp..&q�.!,. saffit Von t or Solid Vinyl Soffit I nl?�i!6: No . Yes , No NIA � . Floriclat Department of Business &, Professional Rpgu I lation Building Codes and.Standards Produ ct Approval Applit all on Detail patia I of I IW.Cil?l I Florida Doportiment-of Business & Professional Regulation BuIldling Codes: and StanclaI ProductApprovall Applicatinn Detail �, P.A. I Oft tat�'wi Flonda Department of -Business & Pioliessional Regulation Building Cordiss and Staridards Produd Approval Application Detail , papal Of 10,02 � Cod. I entity d 21111. Data Date P.widirid Date god. I Entity o Date Date, Date Renallrin Me CZ,.d*,. Ilhoily a an Date Vito leendina 0#6 Mule YjEjM iii-wed.., I contest Encine. Hs License Validated My Validated Srubarittej FSC Avarevel 'Apa-v. arm - 112k V.oaabl Mine coork Cor6ot Endnii,,& Ll.,,, wideled' Eli vilk"Oul Suflunin4d FaCA,bra,ml AbiOa, 2111111 7VP. r whameachurer c-la't Ehialrear & Uo6 V.11dat.dreiV Wid.ted is.bonew FEC Atirruraval Approved 9!2i� F.Iwbri 2020 , TAMKC, Ely(fdog, Rrodhicts LILP 1 Kiehl Edo R ol� Nipirrinert jQh n IN, Knt�Ach , RE Ito/0412020 ()9e9P()2G jo)IW?Q2O 12)tVzop Approved Revision ,2q?o LN iffibirriOsen. Inc, dips Thompson, Arclute,04al , � , Tong'Chrihstauni ZnIoa,j,R.,Pr*st StO�an M. .10sh, RE , 0*17q(0211 0911EV2,020, 0912W= 1211M2020 App-ed Roysion . 2020 Fioejda Motal Pcduolhn�, Clark Jones Jilni,js, L. Su4k,l, RX-@ Sel," M. Urldl, RE ' ogjwqo2t, 09Q5,.2P2o 1004r�1120 11 121102020 ApplovOd I Caagcwy� R.offir I g I � I ps-sSiBe 1954) 1 . t417) 62448W . 77��62241 fvkatw�Co yti*aj 1 TP (813) 20�345 PE-74621 f7l7)31T-8454 - 6 cat,1jjqry: RloeftHl o CK tohin.er iT1 317-8454 ,igh(14�7821-840 C13Q I leg 11 7) SUbdataphour-, UrldisfIr,hients kona-ader(di�modo- cKway."Roeling I.Mgpinow-firpicarn S.bCdtuJjdT_` Roo�frng Acca-ribe that - Or I crarhiplame-arri P9Z1242 � Compliance RROthod: Evaluation Report hrom a I I SuIrCateutry: RoolngAceeOsioneOilhatarlie- I IntegralPertoftheRoollogEly9tom FI.M.P�egi�,�o��i�.t.,.L]-.dR,,�d. killegral Part alhe Rcicirrig,Sysuirn 0amplion-10,11I E,010.ticn Raportfropto rRofession.1 EnSinser Compli,nee Ulethoss Evaluation Report trom, a, pi.jd� R"osteredArchitectora Licansed'Florids Flood. R.4lateredAroule.t.l. Loe.-d! Florida Frefessi-I Eng! so, I Z, ��,,��,�,,;,,,��4'�,�"',,,,--�-�,g�,����,�, �,'_',1,-11A 111�v_%�",_ "'I'V, -��Z,g�_ ,!�,�',,':, �,�",', , �,,��,,,"'v Z,L,�,,�"-�",�,�,,�-��-','��9,���,���"','��""-",:,-Z-,"-�, �,�l-,,�"'���),'�,,��',�,'Z�'��,�'e,,�,���-"', ,� _�""� r �,,, ,�q,, 'i�,_ �z,'-�,,�"-<,�"'-'���-��-,,-,,��,'�,l��-�e-,����,,,,�'r 11�, ',-,, , " � , �,w , - � 4 " - " - , -, , ", ,� � , �� i 2,111-111- Nl _,19 �P__ M, -,.�"��l,-�,���,�,�-��',,',,�,,�,,�-',�',�,,�,,,,,�,��,�,'�',, ��,��"""�-�,�.��.',��,,,��,,-,,,,, 3i", �;"4���,�,�,,,,,���,�,,�-�pl--,,,,,�,,,,','��,,',',,�,,�, ,� e� NAM-- FP_ -11 i�_ � .2', - , -1 ,,�,',,, � S I 'Iff 11 , �, Praiiink-1 Encirfo., " �, -� I,- ,�""""��,,-,,�-e�"i'l,,,,,,�-',�,�l,',��-�,���",��,-,��.���-,��,�,-,,��,�,,��,��-,-,�,,-,-,,���3,"���',-;',��,�:-�,,�,���,�',�'�','!,",'",-"",���,,,".,'�---�,�.,�,-,--,���,-�',-,,��i���,,'�--- -,',�',',',,�,'�,, " , ; - I - 11 -41 )�"94 *d�� : "'i"11111, AZ= I I I Quality Aaiwipc. -Ariniodfor Use Aten'o-i fer use Impact- - �`,",%,, �,,�I'll�,,��,�,,,.,��,,��,,,�t,�,-,7,�u-�,��,"��:"-"��, ;- � ,,� �,�Ii,�,-,_;,�,n�,,�,��-, , , , - - , " �,, � - ,,��,,�,����'�,�T,�,,-�,�'�,,,�",,',",,,'��".�"f�-,�-,,',�,�,�-,�-,7,�,,,�-,7",�l,,,--",�",,,--,,�,�"-:�,,,,*,�f�, � " ,"", ��5,�ll,��"li'�,,�"I'l�-�L""���,- - �, , - , ,� ��M, & , - `�Z`,,�Z,-,`�""'-, i j L:__ _,�,, � � � �i - �1 , 4" � -f - ,� , - �, ',z� , "' - - "' ...... `� 'n ` I , lt , , , ��,',,A " �� - � - - , �,, - - - ,,,_,�,,�,--,-,,,,---,,-,,,,,�_,,,,,--,-,-?z�,��?�"---�-�,, lf il"', �'-,'J,n�',�', `-,`,,-i,',, � ,�,,* -,',�-� ��,,,_P! -i, ,,'�Kl -�,v, � -"", �--",-,--,2""-,��,�,,��,,-�,,-�.,"�_,-�""-�,,��.,--,,x�",-"�;--k,�,-,,�-�,e�,�,,,� M,,,_,� I I- - 11 _ - I 1 - allain, Assurance - Apsitoviedlorilse Approwed for We hill D-Olon §MA PrIadmet ModWIlluntiOer ., Name, Priodittot Descries. ccntira�Exphrafiw thatem to HY L� outdihe Jim Resistant pralusaint 2010supdrance Aposwea for Uire Abrravaii for Use IM-tl RU1911 a.- A product "al, siongtar . Homo laradijet Na.hotlitin C-oreali jEwistjor, (14O, 1111.11AZ outside Hvk Resistant Prossurk I TAMKO Rod Uhdt,rlSym.r1.(HVHZ) Roof urididaymort. fords. In FSC HVHZ 06120(i Yes No NIA NiA , �291:11 Product N , add. Norrour ., N,m product behoingfig cowinnif e.,iraficho thitia he HVHZ bi,,tikike AvIge R.M.tart Fint'e.no 3 3-FLAk1C0squoAV1(l Ridgevot&cdot: AdUrnItUrl RidgtV�Msbrpit�hedr�o'ofti�ib��ted l2131r2024 No yes No NZA jurtudi0kins I TAMCO Flat Top Oft Ridge Vent �,Hthl to, TH. 26 ;il stall ; roof vordflator with b is e, owasgo2e Yes Yos NIA NYA frohn 0.025'Al.nrn,roI 2 TAMKO Roof underlaymentsOON-AVHZ), R-Tund.oly"'Its for us. -,h,FBC rHVHZ omatio2s No Ifes WA NYA' I � 2 TAMCO Gooseri.ckVen: 26 go. o9vas=26 No Yes 141A .01-52S jurisdictions, B, TAMCO Off Ridge Roof Vent with Ratile 26 4Aisatic rothriechfilator �irth integrated baill. oa,aa(2c26 Yes 'Yes NIA NYA � 4 TAMKQ For rod Top Off-Ricoof Vwt,ifth fisfirclor Tile I 26 6a, ithro I, roof'votilat., 1.1ith b Off. 09A58121326 I yes yt� NIA NYA r1orldir: Department of Business . A Professional Regulaflon plus 1,01 Florida Department of Business & Professional Regulation pig. I a 3 Florida Department of B'usiness 6, professional Regulation Reg. I of I Buildin� Cl6dasand $iaridardig 11 Wigmi Biji bi hill Cod" and Stanlda� dis - , la)2021 Bullding Gisdiss,and Standards 10�422 Product Approval Application Detail Product AOPFOVAI Application Detail Product APprovail APPIlicadorri Detail Cod& iihily Data DhIW oas, I 9kill 6w,hi ol� _Dft nat,Rl nate red.- Entity Date Oat. Date Peroding Date 7- Xj= maharricluot, &OUgi ErailreorA License jitrildialleid Ehr� )Ilifirdat,id a = Aopr6 "611 11121t Verailph, Olgroulastuar P�.� Engineer & wca's. Validated Isir S= Sub.16d FDC Apgreiral Appro-d status Type version Marrufact contact Enuireer & Upon" Validated Validated SZi�ql F5C Approval Approved Slaw. Revisi.o �020 Lisin.reo Kabirs J.Hey James L. Eaokner� Rr� Steven N, Unch, Pt� j4n,M02� 11)21W020 I I 12s)2023 ding VRC Apo, RO,d.16n �,) 20 So.[ Reding Anderson Robin IAPheo, Onto. G.Illostion Garyw. Wake, 1110112020 11,0212020 1110,512020 ApplovIA Revision 2020: Global Proteotiml Produets, LLQ, I - ,h Tim Rotilmson W.ft.,A.7RI1H,J,, RE �Iko h W_ Kns.allmk. RE 091OW020 09`02`2020r 1 01li1=20: 1,211512020, Approwed , Cabijoryf. R-fung (501) 963-6163 P�-31242 (711:7)31?,8454 catio-w R-cling (801)�80-609,1 Servicile; LLC, 1�200),Gii,,I-JtSri calenciry.shutbars, ,(954) 68,94845 FE-44157 l954) 77Z8224 SubCatoptily: Redoing A�.asaorlea that .,.an kiq1Ih,yiaIl_Scorp S.b0statisul,�. Rooling-rike. RobinAndefsep0beral.oa SiubCarteadiy, Storm Panels lirn.mbinsonagpiperitmin I ntogral Parofthe RoorngSyerepr C.mHillansaillatio.iii Flsftidr�R.poitfrthra to GirrinipliaticeMethiaill: Evial�qfion Reportfronia c.�pfi.�..PA.th.d--E�.ij.r,.�it.p.d front Pro0u,11tvideado'n Entity I Flodd.RogiaterkdArt,1100-to r a Lip., naeo, Florca Florida RegisiziedArchitect or a Licen sed F19ridar Prolosslanal glil , , "" _,�� - `,ii-,,�`,, , , -N _', , - - - � -, "�� - , " " , , - - �M,, - - "i," , " ��;& �4 -��2,�._',,l`,�,�-,' Si_,ZR��_;'Y �, ,,'_--,-`- ,--l" �,�-�I�,-,',di ;,"'l ,�w,� " - I , , �,il - �_` "', "'�_ �', � �", ,,,,,,,,� ... ��,, , - - ""' , -1-11-�-,-4-,P,�,,W�,,-I,k�,,,-�""-����,,,��,-�,�,',",�,,,',,�,,���,,,�,'-���,--, ,_,-,t-,,,�_,--',,,i,�,,, 15�0,24i,,,, -�2""�',,��-l""�"ILI'll�""�""I'I �,�N, � M, �,,,�,,',� I - "' � 111.1111_ - - -1-1111 �_ "I 1� "' 11'1`1�1�, - , Professional Engineer ' "ill - ,� . .. ... - ,,,,, , ,��,,,,',� _�,�� ,,� ��,��,,,i��,�� � , , , , -�' �Zi; -�,�,�,��,,',,,,,:�,'�,,",,�""fl�,��,�'�"I 1_:�'11.1'1'111.1�e��,,�, _,"�,-',--, ��,�`_ ��', ""� , , � ,� �,' 't��,,�,�,� �-,;, -�,�� ,',�,', . , �, � " �,,��,,�,,�-�,7",-�,,��,,,,,,,�-",'��-",--�,�,�,,,-,, " - I ,- 11 - I" '' '� - "I'l- �,,3i � I " , I`- I ��Ii� � ''I I " 11,4 �, 1,l��,�, �, _ , _11411N__�`, , ;, ";141 1, , - , � � , ���"'',��,�-"-�,��-",��,,��i,'���,,,,,,',�,�.,,�� .. .... ... �,;,� - ----- �;'�,,,,-I��'����,",��-"7,r-,,,-�,,�"-��'-,,,�,-,� 11,�',,��'�',,-�"N',��',�l",,,,",�,',,-��'��f- ,;"���,,,.,',�",�,'�,,�"z"st�,'2�,,,.-,'I�,,,,,�',���'�,-,�,,��,',',,�,,-,',""�,�'--l�,,'�,�,4,�,,�l,i�-���.,,,,.,'�',.,�,,-,-�,,,�'�,,�,,��3"��,���'��,-'-�'-�r���,�,r,'�-�i;,�',���,7"-;",�l,��"S���,�,"��,��,'�',�,-O, `�'_woi,` '1311'�� -1, �i --l' � � - , - - - - ,�, _", , , - , ,,, �, - - , , - , , - - , , - ,,,, � ***-�4�c��,-,"",","",�',,��,,-,�,,,�,,!, � """A-, , ��,, 1111-- 1-1-111, 1- -11, I'll, I w ,-,,, -11 I ,_',,�, ..... , "i, ": �,,,,�,4"-"""�,',,,�-','.",",l'',�,�",-,', �, �, , 11 - "I I I ,-��_ _�11 ,�_, , i I - " _� , , " ", , ", _ ,__ , , " 11�1� I . � I , " ',.,� ,� " , _� ,,',",� � . .,_1 - - , �I ,i';�, , �� , , ,, �� �, I , ,",", ": ftd�� _`11;1i__' _5 -�'I'll�,'�,-",i-l"""",�,�-11 `�11'111'11"!'1111',_ "�"_',?_`,U��,'� �l J �11111'1� �� " I'�'��I'll�l-l�,�,,��,��'-"�41",,-,�,,,,,'�,,',��,,,�-, ,��,,,�-",�,,,�,,�i,,,�,,�,��,,,,�""","---,�,�."��,�,,,,�-,',,,�,�;""�,,��,,�,�,,,,-���,,-��������,,,���,�-��,�--,,, " " �,�, ,-, �,�,� F� �;;��� I I I I ," - ,� I I'll, , I, 11 I 11 "I I I I "i , , , ,� , , 1'�'11, 1 I I -`�Q se" � Product jil Numb-ce Name Prod.ot Deserters., I . JAU Minot ASSUO&C ouah� AsV t , A= Use A== hoomt DR.] 113 SaXany' - rhoku,, Sistej CdUrtry,rlate, &pit I Old Elnglig, Flat Ffoll - Daneer. 1:0 1213112,02 No ,yes NrA NJA Sep ff ProdlOot liffiede. NUrhb.r.r Name Produdt cammeiption Contradtftofiratio Date in HV Outside HVHZ Resistant Priesusu 9121 Ploodrra Harder- ilumbar at Nam H , H a Praduot Doserhytia C.fithad Exturar Did R,virtant Flodowho Thatch a.urp, impact 1 20 Gage Galvanized Steel Storm Panel9rHV1iZ Cor-rupated Galvanized ,steel storm Phatels retained 12i3rrJ2022 Yas Yes Yes WA I N,k-Arv, DA-4 or TRI-Suilt D.ckzAir DA-4 I-, P'r,efjl,, P I oirpropyk,or, Pllasti,, Roof Vent 12412026 No ,,Yes No -iv�5i-,§7.6 17, Suaony$00 -Slate. Shak.Attteip,, Split Shake Flat Pinifill. - Stackfer. CA i2MI2020 No yes NIA NIA or not by pracks to provide hurricane protection, lik,r,h.ocSLyAo.Ohed to Ply.yoOd Do* 18 .$.any 00f) - Slats, Shake &-R� Split Sh:kO Fiat I*�fiJaRi.lt,., CA i,2121)202D NO yes N/A NIA 2 N Gage GahtaniZSd Steel �§trm i�enelsikHVHZ Corrugated Galvarried SteelSitorm, Firsts retained 1261 12M2 No Y.a Yes NIA I I 5 21) 27 , 8...y 100 -Sh.k., Slate Aurnp: Split Sh a, Samny rOO- Shako, Slate 6.omp: split Shake T.jo. EaRo. � as si.ld'a F1.1P,or1Ic-0dckt.r,CA 12111=0 Flat Froth- Rialto. CA 1213112020 I-Igh Pro#[. � Katy, TX 12�31QOQQ No No No Yes yes yes 141A NIA NAA NIA N/A NJA 1 or not by tracks to provide hurr"nue protedlom 1 26 Mile Low Profile - Katy: TK 12121=2(t N. Yq§ NIA WA - F lodda Department of 8 usiness 4 Professional Reg ulailon P-90 I a I Building Codes and StInd8rds ,ID�om I Product Approval AppljOation Detail airlaill Il I 1 1 : , , I , � �, X � , �1,11 I! RE 11 1, 1 am;;, I , ; I : 1 N El 0,,Igpl� good. I :Ili !: i i ::, i j ; 1 i : : : Data M�Z I I 1 i : i Oat. Data Pending EKNOM Date TVOO version Manufactum contact & I.Joarisiod Validated Viliciblied Submitted 1713CAppro,eit � Approved AkL2 RokiisiQn 2020 All American Shutters and Glass MikeSerbieri Frank L Bermarao, P. E Troy blishop, P.E_ 10f=2D20 10115=0 1101200 IQI-512m Approved patel 8rutt" (561) 712-9882% PE�0046549 (9541947.1060 sui,carthigrom storm Panels Mikelegal lamericanshutte Cc mpltince 'Method; rvaluatil`�Rcpt from 5, . I I _ in,com QiialibiASSUMM Aborlaved foru. Awfid4dol Inhona Degiant S.q 0 Product Model, Nuintrafrortill PrOduat Description OcontHad ]Expiration Date in HVHZ Outside H"Z Rosman , Pnestu I 1 U,9. 6al-nized Steel storm Panels '249a Galvanized Steel Storm Panels 1'2i`31 i2022 Y49 Yes Yes NIA . Florida Department ofBuistirle$s & Professional Regulation , I � BuildingCo 1, d I as I a , fid Standards - Product Approval Application Detail I fig- I of 2 , IPMJ�Qirl I I Florida Department of Business & Pr , of � ossionall Regulation I - Building Codes.arid Standards , , - , Product Approval Application Detail giss I -f I ,om4oij Code iffil i 11 ii ;: a 1 i , R i gg! i i !;,; i; m ;i ; 1111111111111111M I I I i ant* Oat. _139. Deice Pandina i I NEEMEW R& Cod. FOUlty, ar Dot- I I ,-a Data Pardo- I R* I 11 T Version manufaliturgir c.rast tnaearew & U.a ... Validated Sly Vdolaied Submitted FIOCA,ppavil A-raviod 111111110L TVPO N�HrSforl charwatturat Untold Ishaulneit 8 1.1a,694 Validated OV vartithlod submitted P94 Aliblorell Alba. Boom R.,A§i., 2D20 MiTek Inc Erin Wado IW Evaluirlon Service. LLC ICC EvOloation,94v'Se, DEVI IM21 00110J2021 afilt2el?021 40prowed ROOO,on 2020 W Rob So4win = 17,iilhsoic�n ser-A�O,L]LO larf Lehrer; P.js. 021i?2=21 ImuzoN 02,`�2021 Approved Category'. Structural Comporrint'. i9n)8,8-w1a I LLC. I =Ilrl� alcomi,onarits tls;�)SZ-e47% ,�BOS) 839-3238, Son , Cat I agcory. Trws� Rates .,i�Oldian@mR.... � 2c�� taO.Papp, , S.bCat.j.,y.,Engiou.nrd Lumber R.bort.2.1d,virial-Wriv, COMPHalliC0 116thl) � d.� , E�Ajosllqrl Ris,.rl fro. a Cinriplienh- 1111.11hod; E,�shoetuen Report frohr, ., � I I .l.e."p- m.dusi rval , befflon Entity Produql EVUlUad-gri En'W I , ,W �!,,�� ,,, ��'r"`Ii��,",I,a,�" , NIN."dii;` �M"20,_11 1_�%'Aef',,,U�&,� i�!,Y, 1�� � .'�'1,14�, ,""�'3-�4���,,�,,,�;�,,,,,,�,��l,*�",-"��',,',��,,�;4�";,-,��,,���-,"'�'�---',4"-'� i%,&�, ,-, - _11 �-,,-�, " 1�1,11�,��-,'j,,,,� ��' - - , 11" - , i:7"", � ,�� , _�, 'k �&��,,�; " , ,,,� , -, " , 'L "f, '��,�� .... . . �,f",�,��,,-','�k,-,-�,'-,�f,��l-��4,� `,"�,or!", il - - - - , 'W51-IR vA ��,, , -,, ,%,;42,A,�,,.11?" �,?, i i-�i,?'A'A: X�"111111, Quality Als.1911te APA0100d for Use � ik� roW for Use 11111111--ti �1�n - Quality mg,rahos. Approtyad for Use Abler-d for Usst , 11111119li 900 rie" firridl Stororl No Hijilloor Waste Prbduct Derperind9p ctathracivulw1onvar , An HVHZ koil oit� 15-it Product filptel, Sluntheror, N(Sairs Product D&SOrption ,Contract Unlraflooloati, All HvRZ �1,0UtoltHvI4x HOOSIMAN prewours, I I I MilliAR4 IS ga. high strength 1-torinaos plate 12�mnozz� Y as I �� Yes NIA WA 1 Mr,rolleli, LVL Lornmat d V.6-1 Lumber owm=a� No Strand Yes NfA N`A 2 M�60116 1 �6 ga. superrigh strengthAnusis acpheet I orplate 12f.3V2022 yes yes NIA, N/A 2 P.Miltim FSL , Parallel � Lurrber oAt:riaon, No irts 14 (A NIA t kill 16 I 16giiihisconowarti.te 2i3162Z Yes ., yes NiA NIA I 5 thotid,stnind L,91. Larrhoatted Soarid�Liirnter ' No q;Lmam Ytt NI(A NIA 4 MITI AHS I , 8 g.� high streoRth Inues connector plate IZ31=22 Yes yes N fA NJA 4 TJ Rom' scand Stru chire 0dripoOlte torricr or Oreirted etrarid 03t3la25r NO Yes NX NJA 5 MT26HS i�y�j 20 gic high strength true contractor plate M22 Y. yes K/A WA 5 Weyerhaeuser Rim Board board Rim Board Dri-t.d Stnerld attend Rim Board 0313V2023 ,ld yes NIA NIA 6 TILI& MTi8 I a ii.. kt�s comeder states I 2)31,2022 Yes Yes KIA ILA - 11 TL2D, MT4 20, 91. n-frOolhootp" plAtO 12��V2022 Y�e% Yos N�A NJA Florida Department of Business &I Professional Raqtjla�icn pis� le�f I I I Bjiidirfg CoideSland staridards iRr=I 41-_dw WIN a, Art, Dg-kl Date Pindlion Date T"13111 Vere. Monufack, carritact Erhawa.rAiLlcunsia Violated av validucod Shetopudind PEIC Ari-eal, Agora. Status, Revision 2020 Alpine %t L-4. ICC Evaluation, S-1- LLC William M. Ranieri, PG iw112020 iW!!i2020 I V051202D Iii05&20 Approved Category: Strustaral comp.rerks (321� 7 i0-1�7 (407) 681-1917 S.H`�;aouamyi True. Plate. , I slawl,@,opmer'l-in Complialroe fil S�iauatior Report from a Preauet Fval�afl.p �!ntty I ". .. " -, -1- - "I I - " - Ou.11tVAgauroi.. Aolormod for Use ApirrovOdflor Use broad 2mix Aw 1ftg0qcrrHOd?I, Nihobergy Name Product Desweritition, ca'Air.ft Expiration Data In HvH 0.1hifle."V1,1Z Roseland Piressure I TIM 8ti3iAlpi-Hiawralrengths IN &nmp: t� MOt.lConeeticr P , late I iwi�=4 Yes, yes NIA NIA 2 �711VIJOWAIphhu, Hilda plate Metal COnneet"Pliste 1213-I&I24 Yes yes NO, N/A 3, TW8631APhic Trults, Metiil,d.nnecter Plate , I?Y�IM;4 yes, �` N 1A, NIA 4 � witecawploe wave , valet �on,astor Fiat. 1 Mi&24 Yes Yee N'�k WA I T 1�2� manudiaghria Alfurn.ti-n 2qm AlPhaA.njnwM,1nc, titappikill-- Ferrel Wells S.aCa1.hg.T:SidI Comileflarce Mdhcd; EvolUettion Perot from a Florida Registered Architect ar,z, Licensed Florida P,ofosaidrel ElOnair �,A'i _,Rftl"��Rli 11`�'�'_,5!`7i'V �I'N ' M40 ft!'I'm 1.-, 1 1.1-17-1--�,,�4"-�,"---��,--,����,�l- mami Produst1l.d.1.11humbor.rIUme I Alpha AlurMtIIUM$did-8.aMD.;V�n('�dAlUmin�M�DffW, qmLj "am.'Weelf I FforipaDiOpalment ofEusiness & Professional Rleowlation I 5ulldirigtoiSles andStabdards, Product Approval Application Detail Contact Sruain- & License Vaidead tw J* give Wis R, Lberois seven M. Uhch� RE . (#dTi 505-,'20D8 PIH-'02,614 471T� M7-13454 allphlialunIni.minca _y2ho &�&Dhn Product vashellwarn Crioraot E-ir,11, AlPhiA[UhuriumAdd &IMIP; Vtnted ArrinlMhor UV30,2021 I I � I I Soffil ilarn" , � P: Wood . Florida Department oF Business & Pinfaxssienal, Reput ation I FagsO of, Building Codes and'Stairdardi iir-1121)2I Pr6cludAorproval Application Detail -do suit 0 NO Lollar Data 061rodlilit, Date Type V-1- litheruirprooret ceirract soustraer Hit License ,Validated By �jalldatirl , Submitted FOE A,,16- Aj� Stairs Ravisher 2426 Cwthmerclud cucrote. Preductp,inc. "Ot '94-stA. Ge,oberp, ion Hey 1 M NaG20 12/16M20 12121912020 ding F5C APpr, Catiogleory: Strictolfral Comp6r,ow i0l 3) 65g-!�717 1517-�:4245 053:,58a-,5311 11 thlibcaragory: Products introdur,ad as a Result of pecastgiac,r@y.a.e,-. ,CuAiN A-ro. AwrovildfalrUs gia Product Model. Nurnber or Narn. Prod.olosterlpid,ri Contram excitation clate 111 lfVHZ I Quality Recast or Co ortmorcial Coffortro Preclude Precast art it Prestir"Se d Can crere Untes 0512W2024' No, F.Sel,vr2 . I - I 9P112,121 I FAINEENERINAVERREARNM li Daft Dato pardinto all Validated Submitted FOC AO-v.1 Approved I Status iiiiantiq lifisno2a, 11 Wgq020 4prorOd , I 14VHZ Oi.d,oda HVHZ R.0stard Pressure No Yes NO Jim May 27, 2022 4_0 (1) (1) I C_ U) -0 (1) -ib > (3) -C- " 0 - a) 0- = 0 0 0 " , = - 0) M _H_j 0 -0 0 ..-, 0- (n . 0 4.5 a) -0 0-0-0 0 - - 0 ca. = -2 3: M = -0 0 1;,-- U_ ,,- - M . D Cn - a) UM) F= " a) _,_, 0 L_ C)_ C- F- -0 �R . = -2'04 ci, < 0 4 Z Z w _0 -1Z - "HIS Z_ 6 =_ r - C= = Cc - Cn C14 -0 >< ; = . (" ft 0- U. in .= = ... .< w -2 0 �11: -EL Z4< w . E E I = :� - w 0 = -oX 1= w -,.; �1: Cc - , = .� .= w '= cut = i� = - ::, in _= = .2 .- (/) L. (1) E -6-11 :D (D 0 _I_- � Clio CIO > 0 > L_ CL CL < L. -4--i U =3 _0 0 111114t L_ 0- (1) (/) -4--i C.) CU Ca :3 < -0 0- ii.- 0 LCU " W C: 5-- C < (1) 2: __j Z < -1 12- 1 SHEET NO. PA 1.1 (D -00 -0 > 0 _0 Stfrilpson'Stroing-Til- 2 �QPIBCApprovedllroiluqts OL 0 'For $jjn'PL9 on SttQng-Tie �oz IF13CApproved 'Produ&U Sjjnp$on Strong -Tie g02D P15C Appr_0VQd FrodUCtS Wliestod 12M=020� Strong Simpson -Tie 202D F8C AppOovOdProd upt's W opr*ft 1WWRO L_ = (3) 0 0 diret lInKs lisloo riefoyo, ggck"ga ,For orrkt lInKs toA1'S$.T'A0,PTC1,VffIS 1100a 6t�M�,, WCK UW toal4oLfarij, - llv�,l ftraw"'airdic H# HIER = -0 For addjuda�l 1 0 opt MWdkg L F141 ds!", -Iiatemde_ Fifoduct AP proval 4sts, ni and Menv I)a de ;ounly IN "Ait ftardirg Fitirde $Wprn aird marril-WeL County LW Mlarri- bgdo� pomrify NWOAPN�= ZAQ_K_tt: g, p1soce rlklok� _A (3) C-) U) fL#23W-9T FL#10446wRS 11 HUS, Porine,mqu nt hangarsr available in. Wdths Tang Ing fr=1-5/6' to 3- BDrrcs4lad Fn wir and haoInts rariTrigfrom 4.51j&ta I!", flafige -0 Sea f Product, Modal, NUmber,orNarrIg Product bascrll$006 Segg FrodusjMgcIWAumbornrLqahna Prodact Descricitlorl SeCl IFToduct M61:1161, Numberor.Mani Produgj Descriattan CH 0�76), aya,($ vars�ojl _k6l 6 for Models having VAdth equzdt(� or I Tteti_Btain 1 A21,A23, A4 AS4. A,*� A,44 1 Of, BTB. aTH Bi�f&Tes greater than 5-9/161, 0 -2 0 0 2 APA211, APAA ARkO, APVA�51, APYA4, AFiVAd ',Pqtdo*rAWentS-AhgIa* ONSTO CMM�4,,�MSMJ�5 ccied, 8"00, W�dtlha1ang�ng ffomj,'-7W10 3- S APB4, AP54R, APA360, A00OR" APM, APS§Olk, AP41 Q1 Q� AP mb�rqll, A O-V544 Z, CSi� 4 � cm 6, csja� =Q� ds= 'Coirepo Straps '$J8'oWhAlgh% ranging ff,POT0414�� to I e" 0 LL C FUIONS-4kAr A0VS4Ri APV1360, AP_VW.RAPVB8B.,APVM8BR, APVB11310, APVIBIO�W_ 4 dsHPj8,,nsHP�tL bb led StI. - harrqors . - CU -4- %,- Co 0 4 APWT2.4. APJDjT2R-4j APDJT24� APDJT,2R-jU, APY-E)JIT2-4, APVbJT9R-44 APVDJT2-6, Outdoor Accents 0e6k Joist T169- 6 CT�� a CQmqp*v31r5nfLTensIon Stmp 14 LU24� LU26� LU28, L1_12`10 Face-mburit hangers cya 0 > Sea* PM0actN*d9I,NUmloar*rt4arn Pni�iiiuct posaripthin APVWT2R-a 6 DSP,:_1QGP,TSlp 1:16 It, WC26Z, LU= 02 Face-maunt hangers Cl) -0 E 0 1 SID110112DOia butelborAbcants Conneclar Screw e APHH40i APHH40RAPH1W1C, APHH010R, Outdoor Accents Heavy Hanger 7 H1, HIOA, 1-12.15A, HZ�, HS, H72, H16, HUSI H17,1, H`16-2S HurrioarraTi'ss; JSL LUS satioshangers Fa�;e-mount hangersavailabit in Welths rangingfrorn "116"To 4- Cn SQL011z�sno�12;.SD10112. SW0112 S1rong-WqqSD C6nnector'Sittew Oz APL4, APLS,. APT.4, AM; APVL4, APVL6�. APVT4. APVTE, botdoor 4coeritg L AndL T 1, ftd7-2,.HGT-$, RqT-4 Heavy GirdarTletlown 51a",and helights lunging from�&' to 10-15)10 CL U) CU 0 S091 fz%% SD9;2IZSS eTo ri g- D Ov a, $0, Coo a sb� Sd raw 7, 4F�LHR4,,API.,H24R, AFUH2$� AP�HZOR, API.JJ210, APLH21 OR OutdoorALOoe-rds Wght Haorg", 'gr 0 H824. IT 174PA-WoUrit hongets ca < 4 lrltror,140 134a Cd anokvaq or jheMr oo 10 +6 HSS'2d3`SQE -$844-0�a 0, H Heavy aud Sboe IS,, -010� rwios hargers -imp ar ttlin ft VOt1b", 5. Face g 0�n to� R, WIVZ, CBT44 Cofireallad 13"11111as 11 K O;Hm �siT,5, H sT11 from e-1vie"to '5� SDGP22434, WrP22512,SDGP22ff1 4� ;3DCP227OQ,$�,r__P2,28-58, SDQP22912_ strohir-DinvowcP lmbbr-Cp�scrow 19 C4,T3Z, CJT4-�, 0JT5ZjrJT67 concimW-joist Ties �2 HT,,816, HTS20, HT-S24, HTS28, HTS90, HTMUZ Hoavy' TMPf9tr40 '19 YIJS�6� MUS?8 F406-motirt hargem SDCP221 1OQ,,SDCPf2T1S4;�SDCPVf40O 11 DJ14 VetA�jof!4me 13 IT �SQ1 3KT4,HTS Q2PKTZ 6 14 -YTWststmp -_213 SUR- SUL. BURG,, 8LJ�C series harrigers Skqy�edj ra,06-mourit f�a W rahs ing tram I - 6 SDHR2T400� SnHR27,614,-,SIJH",4OO, SDHR31614 sTrong-Drivo $13HR-Combo-HaadSorew 12 DS 'my wall Stop 14 LFM Light Poor Tie Anchor W1 6" to �,tljl ffkand heights roging trz)m SPIM $'-to 1-8-314" 7 $trdng-DfivP SPS. Heavy--ODrty IS 'FC4. FC5 Reviling CMOs t5 LS7,FA%L$TA1,2, LSTAIti, LSTM8, L$TA21 LS.W4. L$FFA30� LSTV$ 5rlralghtstrops Cono"led fisrTgo-Vannon kSLLIF�d,, SULt;�tVAJ'I"Jojor all double 14 4ANT Foundation Wafl-Angles 16 LK14% L,�TVS�- straight straps gAnd 4X mcid,"; only bouteflapgo liscoricesled, tyr 15 -Q 042 pusr*�,%10% 17 ll-TE12p, L7B4(1 21, W sales harigars- Facatirnountho qets oviubble jhWdths rang Ingfrorrf 1-F�16110 9 1 6� SDVV0_ 726, SOWFV30 SDWF�7 �7�6" SOW1�2724SIDWF-2 to �*,V. Flooir, -,Izloor 8, 16 1�2�, H2,��5,T, H8,'H1 OA,21 HI 05, 14, HGAI 0' Hjjfficqf1WTT6A is v�j ?, atle"', aa�o 04 h t Toost 0'�-,aqd� height rgj giniiirom 2.54i to I I-f )-iciTz . Y oonceaw 0Ql4Tf,- Heov 10, WT own 18 HH4: HHO Header Hangar4 26� T72 IMS�f�7- MST31, Mt74B, M57F6Q,LMS* 19 KB812 �ZT M STAP, IMSTAI 1. M9T,4Q& M�,TA I A, V19tA-21, M9TA24,- MaT ASO. 99TAZA, MI:fTA4.q S�*ght Sfiaps FLvl&,67� 20 LZO, L50, L70, L90 22 wcz, wrm,, mm% wyces, mSFc�a SvQht&mps SeoN ProductWdel.Rumberjor Nam Product Desaill '21 LCE4 ip.�[ cap IS MSTr,4593, Wrbi�$B�3 Pfe-8ent 8tmip,9 Swill Productlolddel. Numbergr Name lonaduct Dolsadugga I ATFRSi, ATFViZA7f4�je,�,,4TR8j4 Threadled Rods 2Z L=,L850, LWO, LW 24 MSTi2a WOO, MSTA&j MST160, M51112 1 BA Series hariqOrs too flaligeharritarsavaiJoble in Wdthei fanoVgTorh I 4tlek' to 7- !2 ATUd5, ATU[)j5 _2; ATUMATU.09-2, AT11309-3, ATU,01 4, ATUDI 4-2 Aluminum Titke-UplDeVice 23 MCZ, fidjuslable-SWI-Strirfillar Connizior -2t MTS12, MTSIS, MT,§`[O,, MT=, MTESO-4t,', IVITS�d, UTS30C Medium TwistStnitip $- MPI12� UP11243, BP,61E�2; SP151", 5PW4� 16M/,4-3jWKTU03A '0 Pate 24,, ��R7 Lz si Q&%26Lz Li,-8JARZ, L$W,2SLZj LSWZ � L$SJ211W LS 2,1 ORZ 15i0fdMu�,vtab16JodkH!rger, r4r-A2ij o�j�� NoA2xtzi:z, Nmxa-ie, xcA2xiiala, 2v -I.' WA 2 a -Z, '0613F Tdp1Ish9ahArr4dts avaloble,rn Wdths ranging framr;3449 16 7- 4 CNWSZ CNWj)Z., CNVV54� a"W'T4.L rNW31 B_W� PNWV4,V9 Cmiplar Nuts. 2� MEPI-43 L84*210-2, L_� RA10 I F610 Adlpsta*SlppLaWb*� _H;iiq� �21 RCVMIZ ROWS14 Wall Bracing a 5 cTuDa,cTww5, cTi�Dw,,��rUC7G,,rTLJCq6,tTUD77, C.TUD8T'CTUD68,-aTQUe7I Cipolfrig Taka4*'Devioe 2s LTP4�� LTPs T16 Pl&t6a 26 RP$% RIPS12i ROWS Rtloak PWO SV-ap 3 DGIF selli" hangreft Top flafigb, no n4ert evallable1h �vdft ranging �Qfn 1�4 ?2`1 to.31 z ,CTUD99, CTUD99 27 -MOSZ� IMILW; ML21*,Z ML28Z! MLZ1 OZ Ah0fes 29 R074 Slud to P16156 Connector VO!'and heightE-TO&S from 71X'lo 24", 6 f4O;, NZIj WS, NO H04y HeK�U.ts 28 WHO RoOT10-DoWn V SPI,SP2, $P4, SP6, SIPS SWd Plate Tie 4 66HFtenos hangers Topfitthgo h0rig0ts-evell4ble in Widths ranging from t-314!ylo. ;7, W-UD7,RT.LJ 8 WVQ4��RTLD41EJ� RTjjD_6,'RTU0O�L 1), Ratchol)ng 7%.L-Up�13eylve, 29 fUng -Roof Qonlnez- 518" �3rd hoights 24 �0 TUDQ�TUDio TiWUp DWlco SO MMLU;(�,.-MMLIJW�2, MMILL.12a, MIAU�24-�, MMW210, MMLU1211. MMLUI;�q, M�Lul�ml 54�_Uoynt Harroefs 32 .5, SW 491"40 all Er,5, EG7, EGQ 1�erles_hanWs Top f1a0p hangers available �n Wcths rAngirrg from_t0$'lo S TOW05 -Fak-Up Washer 31 RBU�,RB.CP Rcql`30�hdary Uips ST%L.FTJL2�.�Trjfl� ot2�,ST29,?, sT2t4-,'h:rr21 15, smi s, srmis� S�r622 .38 A.. sm *�Rqfttstraps TfTaqd;hefghts,mng1RgJfom I 1"to $24/7'. Ibr �JRS* *S' Uplift Rod Runliodown Sqstam; 52 RST-3, l3coirTie-00wo ing �3 PPQ s�arlps haoo#% oya Ito di4sraingigfr m Tqlp flg�igo'liarrgars b[p,id W rt ro Wo tar U R,�"4 Ift RodiRan TledowrlSWorrr 33 krCM RT042- TC�1_ Rt .,P C*4 -Tis Comet are Rjoya t TWBI13, 7VVOI� f. and �heg'hta ranging, koh� I I�Vllil to S�` z I'l u4sa 51130'apfiffli6d kiinTledownSystom 44 IqTd� STCT. OTC, HTC4 fjj�s& Clip". go VqT, VGT14, V&L VoYishIii Pitch Olinler TieddWr 7 GLE sarias hangers, S4d� 16L�ahgL rs avail Is ipixAdth�sta 0 rj,b ng ing 13 URS.6L ;Vj" pplft Rod Rxinllrledown8ystem M 74087. TX57 Trues -Jack Qlijrs WB14SC Vva, 11 Brapin g a nd heights vahilling from 4A 0 to 1911 SO ZZ V, Z44 t QLTV seres hang" Too- V�iith$ t L aboing from'.1-1 tv to 7- IM"ond,h0ighlarangirtg frarn I I" to 32" ?1*044144 9 HEsorreshanprs Top flange,han gore ayalleble in w4the ranging fforn I-Rfl 61a 7- 112"and holoints fAbOlne-Ifft &t65W 'P.MWbfMod#1. N ULMbeiriormige §kMA PWdr0bVMod#I,L NM!*CprfthA -Lss nashangeis H1. 10 47 18 W I DTT2 'Pn:idqtt,ModaI;�NUrnbor *r']`j'rnR Pn:idjCtD604Tlbff0h 1 75 Concealed hangors, art$ heignis tardih g fraitn fa, 2&% 2 HDC1 014, HDCIO/22- Hold-cloWn I AHEP -Adjustable HfpEnd,GonneoWr -Z DIJ, DHU, DH UTP serfas hprng� FaboLiwaurlt,,,(DU, t)HU).andf1op-Aaripe �(DHIJTQ hangers, 11 HGLT series hangers Top Wdttyaranging HHDQII, HHOO14 Rold-down 2 DS=-SD.S3, DW2LoSDM, DSQ5R-SDM, DS(Z&-SDS3 Drag straconb�actor% ovallolzi* in Wdffis ranging from, 1-9118"to 3-9110"and bglghts 7,19'arid heights ranging from 7�112� to 32' 4 14=27i HEIU4, HQIJS� HUU#, H121,111 HDLJ14 HblcWown 3 GBG aabL- 9fade Connector rang:iqq horn Pir �4�234MV,_ 12 RGLTV series hangers Top flange hangers avalhbja In yAdths To rging ftom 3114" to T- 6 HPAni HPA35 $dap�*fe owlInanchor 4 -HCP11,61, H-CP2, HCR-� Ho Carrier P - late, Z� HGU_i,6"QS, HGU5,50�,80S, HqU5.162-SD% HQUT.O(�$DS, HGW.26- 1,46Lm6urlt hangsit, 118" atid heights ranging frorn 14"to 3.3" 6 LSTHWLSTHD8F,?J strap-slylies hold-down �5 41111402�Z HHRC4?,,'HHR042_�Zj HHRC411LO1, HHRP44, HHRC-5:25�115�KIMRau7WZ H�Wy Hip t� �DS, HGLY6.QrO-SQS 1$ HITserreshongers jPpfl0TjqeLh0rIgeTSav allhaln widths rariging fydM-1�5116'lo 3- 7 VASA,MASAP Faumaf4r[,arlchor�alftP HH RC66 4 fiGuSsamerungfors Face -mount hangers, 0ailable in Welths rArgVfr.6m 1,5W to 7- WWzond heights toriaks,fr6m 18' to 26"_ ',15 MJPAIL�p MPA144 --trap-ityrepwrilroTot(or :0, HRGI-01, HIR M, _,tor SM" addhef&� reog4nb,'fr&rn 61' to 1240 14 aVaj1a4Iqmhjdthsr rp, 3_1 an§�rlg f - M, 0 -�c PA14, PA21%, PA��., PM1, PAII& RU2O, LRUI-J.Q, �RU212- R;aftier-Hatigat �5 0 116z_S, S, LH _$Q$� �GUZ,�25,-SDS� J4HGU5,26wSDS, HH(�t4_$ -$D6, HHnIJtr D HGU7,Q0, �HH Fo-innount IhAnqo�ji 1,5M0'an d h0ghts f6ri#ing frepm 5,50, to 14A 0� 10 PAI23� PA12k: PA1% pialln- anplior 'IB LS U,281 LSS,!_128� LSSW1 0 W Hanger NHGU zos 115 H UTF, H U,'��I`F WrIes na ngpfs Top sy-I'lakke infidths tahgfhg ft#1 1,0110,10 �5- 11 $THQIO, STHD1OR4 Svap�styla nalti-elmm 9 TBE4, TBEQ Tf�s9S-WrI119 Ehh6incer 6, HHUSX-2, HHUS20-2, HHUS2,10-2, HHM4l3iLHHtjS4S, HHUS41 Rwa-moun� hangers 1&'and h-ightaran I qing�tfqrn Concealed ITPnile 12 STHD14_ STHDI 4RJ, Stra"" hold-dowil 10 TC24 T=6� TC29 Truss orip HHUS72511D Version (H 0 OTF) avoilableJor all rrodels haw ing, width squ al to or I I THA29, THA�11-3, THA-Zllk- THA218-2, THA=�2, THA412, THA41 8, THAC448� -17HA422, AdmAbrp Truss Hanger 7 _H9UR. H$UL, H80W!,�HSQLC selbes� lhorrg)sv� Sic�wed face -mount hargars avdacla fn Wd ths Tan-gIng from 3- VreaterthomZWIV, TrfAC42-2, THA426, THA422-21Y. THA42&2 from 16 HWP senjes hangers T60flonge-hangers availabro-in Widths ranging frann 1-�rIF1-7- 12, THA10,41122, THAtzW2Z VAI 2.112Z THAW2 TH02.2, TH AISCT�; THA 1422 Adju *bjp,TNse�RaqerS1merd foul -joists; �fld RC� 'Porce6le rfgL�Version (HSLJ ' HSJ)�,C) avaiftWforoll 118" and Wphts� r9rigInii C= 13 THAL42Z, THARV� S*WeaTi;qs5 Hang& HWPH 14 TH4A20,, LrWA4, LTHMA 6, J MM W, HYU2%HTQ!2IO�, 1iTVk1Q;2 W M[alliloo T'russ-Hangers , b' [4g HM�efleshongejs 11 Q IS 17S series hangers- Top flan�ehan gers AviWbOeiri Wdths tang Ing iforn I Jkl e�to 3- 0 16! TS5132-24 , , I 1 Tivaa-Soacer'Rostraint 51011oad hei�hls Tangling frd"AW19 16' 17 VPA2; VPAZ5, VPM, VPA-35. VPA4 Wable, Pitch Con neders 'Y"fory �Wl4avalablefqrall mod" havino 4dth eqL4.mor �fies hangers -JBsL Tap Range hangers 2vallsb1p lhWdth heights _TS VTPIF� ValleyTruss Clip fan In from 5-3YO" to 7rjO� Q b LjQ H 10- L;CQ3, F4Ge-mournhPrYgars 20 UaAserras hangers Topftgrrge hangersavail-WE Ttq�idlh C) lc� 4= 8DS�HUC W LA_ ca 412 C'l = .49 CN cc 0 4" CP to C, Sirn0sort Strbngr'T1e2020 FACApprov6d,Pr0_d`:U6.tS Ugi*ad 12=2=� Simpson, StebingTle-2020 FIAC Approved Products, Simpson Slrong4it.200, IFS'd -A ed Prod Q�ts ppro-v $Imps6n, Strong -Tie 2020 F8'C Approved Prodlutt's, Up4aiiid 12/302020, For dr%t lliksto,all �f�tppfzvo)s listed baliwo, CLIWiC Im. 'For direct rrks�to,,A Wapprovgls 11*4 belo�v,�Q�KE Pa AdditionalinfaftAtion Mad:ft Flanda!saidewide Produ&Approval System an d War+Dadv Ccunty Notice ofA=0t0c*-(K0Aj. 2JSj�, Faod For eftlortal inTbringtion iroWdIng Pi*ide�s-StitewideProduciApprovzf %stema" MiarrilDadii Counly Notico ofA=iptaoce-tWA�, JLQL=, 21 Wsprles�anqgrs 014,of 14116" su�d h8** FL#1 46&F� 1`6 SILBVI.151ij BI.LLAV141 S-ILEV2,00 BIL15V ZT, �"VZW, SILBV2,W, SUW3,I2,, Tipp Flaings Joist Hangers � 71 1- - ' - - ' Ad �esive AnrhQrfor concrete ranging frpmls,-3io" fic , SPLEW.6a, SILBV3,61 VI-B 4,08. WLI3V4A2,,-jMV426, 1�)CWOC SUMAO V 22 LB,�Z-$aErj8atanqisr; _�ga A Produdt Modal.Numperor-Narne Product DesdrVidn 10 -,SfLTT2Gj &10TT24,,SW-14, H1T 4, HT176 Hpjq1qWns ellool and T�paa 3,04 amortl 6 stalnless steel TA ViNg I HHU§21 0,1� 0 H U S21 20 VM f#0 0fMST72 $#a 11iD-,0SOr8G�j '2a LII tkQ5, I.Edl series nangem Top flahlileInOV901i ayalloble ffomtk-I O� 2 fff�% WS6, HR$f�- il Tiss 3 HljC-02 0- HUCCrWr�80,8 2*2 ftP, D$P, 7SP ftd-PIat.-Ns stainless steel, orWith coolarsirhk head: in Varbontids], %incl 24 _W85, MEGIF series hargers Top fisfige irang�ig "m 5-114Plo-6-, 4 THGBZTHGB3,"GBN2,THGBH$, TH08H4 Joist flan-9jif �'S STC, D-rd Truss-Cli' P p6slA slain lassta.l TY 74" ead baight� Tangling froMV'to32-1 12' 5 THG02-SDS3, THC;05. �L5, THGQH2-S0WjHGQH5.SDS4.5, THGQH4-SrDS* Joist Hanger 24 TBD22' 7russ.Rrace Diagonal a Tiban HD Rod Couplet (THDS-76541RC, Ti-Moga4RC) Titan Hn Threaded Rod Gouplarfor concreta 25 MITserles hangers T6firmange In 4dths ranging from I-9/11T, to 5- 6, THGW3-3, THOW84, THGW4-�, THGW4-4 jorst-Rongef 25- TJC$7' TIUM:Jack Connector G Tlt�en HD Threaded�Rod, Harger gHOB;25116�RH, THOBVI58R14, THDOnl2kH, Titan H07hreaded Rud-Hpingerfor concrete THDSM, 4RH, THDIO2112131-1) 28: PFi PFB, PFUBj1PFD$B*@fies-hatjqefs, Top flarige hangofs ava!!Wle in Wth of I 71all,01 and hoighb� 10' W*dge-All NA) Wedde-All Anchor for masonity' 1411,00 fTm;X,3i8` to, 7-1/0,' Fmi4noRs IM1904- 1314 ,'25 AP sorras hongers Toplflogoh�rrlli;rn;�avaflable In k0dl:h� ran 7- Pro duotftsdaL�Numberor'Nanne PlIadlictDiiaftfitin ProLdUol; Model, Numberjori4ame 118" and heighim ranging 04W�32`. 1 DEfAL-.2LU VcUW Embedded Truss Aincfldr J�t_ QM5�62-SDGG, 7 Miasotiry flibrCaps 1 FGTR. FGTRHL, FGTRHR ardar RV(1,4fo Artchor CC0W4A7_SD8G, agof PnodugAllilddel. Nurriberror-Marre ProductQo=MtLM 13 H Id, W 5S, H I H I HaftioareTle Ar-XP ATX P Hi aft�Strengtb Arrylic-Adhesive for rarlaratear M;ksohnj FL#tQW- 4 HIEPA12, HlETA,10j HIETA20, HETA24. HETA4OL: lEmbodded Truss Anchor -1 EQCL0M3.Q2G_Kt,L ECtLQm4mG-K, EcoLOM�,50G-KT, 8CGLL0VIDtVG-K, , f&sonqkPleirCiaps Er HP ET --HP Epoxy Ad hosive for mason ry 'A. HET&O-2, HETALls, HETAL20 Embedded Truss Arichor ECCU6 1100442 E RQ _CQLL10M0�t0qG- 7,, L. MIDSX G-,Xt, 1- SE:T-XP �'-L7-XRHi@h-S1rength Epoxy Adhe-Mvg for masm(y $cjj 4 EigductUodol, Nufter )&eNann4 6 Der�cjffbtfca 'Prodi" ' 6: HOAMI 0. HNIR 'firry refrof Con Maso ��ectora �KT-, EQCLRClMD5,5DQ-KT 4 Strong -Bat 2 (8V92) -T Anohorfor m4 sonry I #SA44.,ASA44R, ARA40, ASAAPR� ASAW, ABASK, Adjuattible, Post Base Y HHET*16�,HHETA21�,-HHE176Z4, H�HETLAA111 y, 064 TNssAnchdre I HOUM5,25, HGU,W-_L,6O - 7,60,,OG-L �,HQUM W�6, HGUMV,QC Ite n!2 (r-rm2) TitOn 1$;raW Anchor4ortiihcrata 1 ABIJ44,ABu44R, AB`UA0__,A$U415R, A18US.-S. A�itJ5-6,ABU65, A14U66, A611061IR; NBUS8, Adjustablo,Post Rose 6 JZT2. LG7345US25,4LGI-4-9DO3 Ow, Tied6wri 4 tj�JM26-2, LGQM20, �GUWO-+ LGUM28-2. LQUMM-3, LG1JM23-�.1,G1)WmO-2,, Masonry Bearo Harigarr, Titan HO CTH1)-H48S.TH13,HOS$. THD-QSbSSi Titan HaHeovy-puityScreWAnichoocr concrete avAlwom 304 WIOSI;L� A9U1OjO�,ABUVIbRj ABUJ212,LA81JI��VR .9 LT�A2 LateralTruss Anchor LCUM2'10-3. LGUEA21[O-4, I_GlJM4$,,LGjJM4a Lnumm or 816 With hex _�ead� and,8143 stainlost star wth A ASW44Z, ASW44K4 ASW46Z. ARWIIBRZ, ABVMZ. ABW66FiZ. ABW7-7 �AN, ACIFZ�,,Ata� Adj Post Base Postcap 413 II METAI 2, METAI 6, M IM jETA18, ErAM,.MFFA24,META4jT WTAU24, AGrAMSO, MSTCM4t), MMM60 Embadd6dTfuss Anchor StrapTlefor'Masonry 5 MBHA5.1�JD:2-5,MBHAa,.IVI!25,,MBHA3-6&7-25,MBHA3�56fg.,25,MBRA&56 1.25, Wi MBHA3,5014, M13HA3,6`13110, WHA3,56119: MBRA5.5017,25, MawnryTop lainge BeaM i�srrglors 7 Titan Tufbo.ITNT)- oquntprsurk head for 6, �Z41R,, A0511, ACrF6 -M.- UC46j St4P_ 306� BC59, SC8, BCS2-24 9CS22 3/6 Postoap 12 MT8M16, IVITSM 1 20, HTSMf1% MTSV20 lWijt step for Masonry .110131AW65111Z�, MBW5�5Q�9.25, MBHA5'5qfll 25, MBHA5_$(Y`11,U, MOHA55W4, V[BHA5 50M 8, ThanTurba-8brewAndic concrete ormasonry 'r 6 OB44 ;Z", OW d[308 1 Column Base ICU T CQ$Uj4.8DSZ 013SW-81) 82 qSSQ66-WSZ C-SM86 DS2, CBSQW-sim, d 06JUMn Base Makinty Bearo Hangers FILMWOT-R3 00. Ett�l E�d Series colUMn apowith W1 FIJ*1496 -];M W121'rang-M94,13111 �1_61911 to 7AP, MbH06T50M3 JW ProdlildtW166h Nuntp6r.or�Namo M 6 CC0SD8215,-ECCQ.-SDS1-5,-WI&s Screvied coWmn cappwith W1 ranging from 3.1 K! to�6-1121and �1" Produgl Modgl,Nuhjtbor*rLNatnd PlordktDoactintion 1 XQ1S1bI8d(QIB1016j4K Scrt�" Wil:h #3 L_ VV2 rangingitam Z1-6/8" to,7-1 ' 12� I bTTIZ Decisfanskinflo D"Il point > 0L 10 rPT44Z, CPTjOM, CKSOZ Conroalad! Post Tie Base 2 HDI-2 KD19 BOW jAcidownia FLWS975� 2 XLQ114TM4, )(LQJ i 4B1 224-2K Aj 2-24 Strong-DrIve XL Latqt�Head Metal Tapping '4rvws 11 IEP$ZIAA� EPB44, EPS40, EPSO.a pnbedloed Post 13-8 S HD35, HD5B, 4D7B. HQ� tcltb� flicrIdowm YM #5 DT111,1ouiffiVond Large Dfamolay-Hex VVashor Head 12 tRS4Z� 4 YT�4, HTTS, RTT�-Wf Tanaoolrma tgg i Product Mod4li Number -or Name Ipmduct;De�scrlotlan I XMQ1 1461224, XMal I 451224-2K Metal Sef;Drilllng, IS' Lt_:5�4,LL 860� Embedded, �5 LTTI�. I-MO4, LTT131 LightTe"IS4.0 T*, -1 0OW22ZIM WW2ZW4,$0V=448, $DWZ240I-,SDW220K SO _L, snj TR $trPn0,-0riV4 S,0W EWPP Y J4S5-PLYJ5"vvs, Tapping 6crow" h 111 14 L"i LIP= �Ont P051: ��p :4, X0114$1224, XQt14B1224-2.A5K Vrj,4e1224,,)(W1 2SI2,24, 224-2K 01Z24 15 MP644Z, MPa667, MP06Z Mdment Post Base a SDM- I 545q� SOW 1 01 W'n S I '2Si Drill Pont 16 PB44, ]I PB46. PIWO,1 P-BOW lEmbpoo Fos Base FL*t3M- 43, SDWHIWdOU8;,WWH,1#4OW8i SIDWH406=8� 8DWH108000S, SL)WI4',j01OWDB §frz��MwSQWH T[M9F=R-H8(Sorew .5. nUS1018, XUS46166�61< immo Strong-DriveXU Mdtal,aelf-'Driling, Topping Stra�wswlth 1T P8844A, 1`13SA6, PK966 , Embedded, Post Base 4 -ODWH274DOG, sow4m6aG, EmH27,zwa, somvi =G, sowi-427-moa SIrPng-DrWa SUWH -ngsER-P EX Hpa,srraw #1 Drill Point 15 PS )0*1 PBV11Q Round Post Base # Product Model, Nurtbergrllantg b"CaRtm I SDVr.I62f4 SQM1000, SDMI6312,8bVVSj 040Q Stron;-EiriverSDWS FRAMING Screw - . 19 Pa4A-16., PC46-18, PO4&-IS. PC94�16, PbB6-16. EPC44-1B_ EPC48-18, EPCA&I Pbst Cap _SB51ft24,SB PF Bolts 2, SDWSZ25013� SlJVVS19EOO SI)WE-112 51 , i re d Stronq-DrjVeSDVVS TIMBER Sc wjInbe60rGra a), EP,CtVJS� EPtt$0-16 L� SST4241�,, SsfoAntmr Baits SiDWS22110Q, BID `!2OOjtDWS22j5O W= rL*3=0�Ro, -0C4ZLTCR7, I 0,C6;, Pdall" P08Z, P(�aRZIEP,041 �PC4F?Z, epoe7, EPCAR2� Epd�ZL, .,� 4 PostCap _%,TB�16L 7 SDWS22,9�i:,0150� Sbw:822*cam� sOWS22sabbB snWsveboua sOW,922acOID13, 60ong,17)(1ve, 60WOTIlAGER SiqreW (Pte�at G rade) 0- 1 � ,F-PCERZ SeciA ;P -flb'dttct'Modol.4kal*rtrrt42rme ProdudtDow'dotmn < 21 PIpU"ZzPFB44-fSZ Post Basg� OutdoorAcc6rits Structurrat Wood E4r�aw I DsStNA S_,5� LoSgo B48, D�SCI348� DSHS '22 RPRZ Relfrot Rost-lisse FL#lW72P,4 9 :913W�27LSOOSS, SIDWS2740088, SDW$27�M06S, SDWSP78OOS$,SDVVS-27WSS. .1T*orrq-,DrjVP�Z,90,WS TIMBER SS-8onsw 2 FCB4-,5, FGB45�5, FC947,5, FC,134R5. F-_B411 �5 U) SOWS271 QQOSS� SMV327-1 ?OQS8 S FPHSD34S.1161t, W.11=4131015, FPHM-34B-,t-010-�5K.�FPHSDL34SI,2.14, 610-16 and #12-1A Strang-D(ItIPIPHSD Framlng-taCFSSeIf;_ §2g.1 ProdudtM6deL.Numbqr.:qr Name Product fWAcirlpthint 10- -9�QM1840Q StnJng-Di1vwSDWVS0I_ETC-RIM Screw FPHSW'2[Bl�14, PIPHSIN811214-5K arliting, Tap Ong Scrowa CIO FL#1000�R!5 r-Wl2zC-MST,14,CM=.-Jr,,C:SI4�C-510,CSIA.C,- OX 2 ST N 22, Outdoor Accents HwMead-washer 4 Lsizc�.25, LSFG4,215, L,51`03.25,SFC225, ��Fo;k25, SFC,6�2� St"I Framitig connector ZZ 14�. FRA O-S64 HRS� HRS�!iF7fiA1$, FRAPI FHA1% FHA19'FHA -39, MST126, M i (12 go) 5 85t(5, - US 2 C4 Z� LS$C4_15, �SSP54!6��SSQ,225,,SSCA,25 .25� SC2, 6, MS9 -;?5, MS$C6 Steel - Stud�QonnAotnTs fliggitMOd 3 gWST17� ��JM, �M671401JYISTIlio, MSTf72 '.'V37,;&M5T4aL 6, H "T-__,28� HTkVj 0 WSP4_21WW,,�988�6'26KW RCK�0,, RckM.P,11PKW7,5, RCKW3s,,RCKVVt.fis Roid a PRFP riaLlpiatrakf'(wridatbri, Plate A IHT81 LSTASO. LATA38,LST149 LST17t MSTAQ, V§TA4,6, IMSTAI 5, W-3 WB, M871'Alll, MSTA24 sb-4p_- 43, mill (to ga). 7, $0B4514 %�13474, S0849.5, SCI�41 J.Z� MSCV�, M150,8473, Kns#%aIIZbnno0�ar Bypass FTLmm rrg,01ide-Clip tanneckir 0- ��a GH464, G1146-0, ql140,�GH40;GH-4�O.-jg, GH41",GH66-e Q HWAJqHqO-'Q_GHU5- S_G H di D � 6; r. H 8 10 -, 6 01roar Hanger 9 L$TA9, LSTA I 2t L ,�STA21,LSTA24,=Q2,STZ122,;� 15�,$T�m S�A`16j-LSTAIA I-SUB113-25, OUBH!3_2!� IVISI)SH2i,-Z - 3 rr� Stape 3 (20'Za) sea ll� T Froduat Made], Numbbr-jor Name AS 18, AS I 518ig; AS I,8M Pmdjjct DeWription 1'4, gaTYu8z.PIatm Z 9 $CUS32-5197, SC�562-OJV, SPS62-6/1 1 8� $Q88Z,511 115 2r., SCW5,5 Bypass lFramingZamTector Op�rrnevor MMO 4 G WE, G LS5Q, -GLEW, 0 � 07A,,,q LB713, _GLHTI�, G L 570 7 I-TP5 Lateirame Piate -2 AS 20HS 26 Qa. High Strength Tnixqs Plate 19 SJ M25, SJC`l 1125, MSJCS'25j MSJ CI O.'�-5 Steel Joist Conn6vtois 16 G LST-51 Z OBLI 61 L 2, GLb-f-516, GBLr616; G.Lg-fk�.Q; GBLTa�D i3rulam 5"drxi rlata� LTS1�,LTS16, LTOIS, OTWO LighttWstStraps 3 AS�O 20 Utc. tr,WsW1plat6 11 S�518 Bypass Fromiag SlIde-01 P- ftut Ounnectot 0 6 LBA lid , HO�Ba� 11QLPq` 1401-5D Heavyoujarn Bearing pro*, ,b USTAW, WTX�$, STQ21j� !�7544, FTg� 1,1TIZ 5T`Ij�, $T22, MsT=�U�I`CN, MSTQ-52 Sir %*t4 rT� (,16 gq) 4 ASHP IjIrvo Plate Con noctor 12 ALSH34B.11414, "1178131414 914,44 $tronQ-1)r!Ye X;8H Shouldered Seff-UnIllrig, TLL�kprpinjg 7 HOT4,14ISTt, HGT-4 Htiavy_G #rTi0do- Ind 10 M8 tl, M§TC7rA,,ST0W 7C ttraps,68,mil (140) $cra%s Ui 0, tF# O�SID88 I Four te Uni�etsaj: n�datlpn Pla 11 MTSI'2, IVIT1910; MT$IA , . 8 Wr$�IOC L �M�T 9X, MT N477$24 13 -Oriijlr�a, :E '0 I;RFP Url"sal RefrOffRoUndat0h Plate 12: T�60 Fiahge-�qitt 14inge 11`411613fj�114 XQ1I7_t024,,XQIj2BI2�4,,2K, X;34B1MOt,$K,., Tvpt�a &irewa < ZVQ4,112_11434.28, SFS4.76� S165.50 XI1q1O10,X18jO1i6-4K, X1181�14,X1131214�34,X (D 13' _E�jBA2,�LM Top Flange Joist Hoingers. jgZj -ProdurtNodej, Runfbar arNzme ProthictDowriptian = "A4,18112, SIBA4.181,14 Er -HP Adhegi�e MzlIbrfor carlorete __j z J4 WHIA GAC� GDP, GDP*5G,!3QVW75, QDPWOO� GDPS"GW-50"GW,75, GwIDO"OTH at�eftlfes < SMIDIC a, SfH D!OI3.S1HD1SS,-SJHD15B 1' PDP& POPA-K, PDPA-MG,� POPAT, PQRAT:,K;'PINW,_PINWP. PINWP-)AF, PDPAWL, , Fidwdet-actuated f6§*.-nrer*. thft�'i3d.svlluds, and iasaamhlfe§ 110PAVYL-MG, P$V1-qi;PaVLXK, EsdLOPAPE� �LDlpk PThHAk-PTRRA4 19' SMM, SYHJC�T 4 'SEr-3G A0J16 eAV..�drforcdm e� SHEET NO. May 27, 2022 PA 1.2 A I U, '. ,i L.-JA, U —i . IL J i, al, J � N N U) O 'O > .� N O_6Z }. U MIAMI- RODUCrCONTROL EC1ION j L a) 0_ O O Cos 3aLM'USAk LLC Cast -Crete USA. LL4 lcasl rpte USA, LTC -0- n0AATMNroF REGuATorty Ec omic RnouRas mR) 11805S*26 Sftei,,.00m 2% -- �--' ( BOAIW,ANCCOPE ADMEgSTiiATIONDWISION Miami, Flori4a33-15-2474 T T (786)3 t3-2590 F t,786j.315 499 ICE OF. CCEPTANCE, EVIDENCE SIJBNIITTEI ` NOTICE A r ED Ti O ACCEPTANCE: EVIDENCE SUBI4IITTEI t CL 1�Ti[?'I`I CE OF ACCEPTANCE: EVIDENCE SIIBNUTTER � M � -- NOTICE OF ACCEPTANCE PT.N Cluj - =- i. �y ' ; p� - .ci EVIDENCE tNREI�. I'�BE'VIOUS.AT'PRL►V.L #03 � 4 � �� � : EVIDENCE SUBMITTED �1?E:I� PREVIOUS APPROVAL # 1.2-02 9.12 S. d EVIIiT,NCE SUB`ik'IITTEi1 UNDER PREVIOUS APPROVAL ## 14-i19D3a03 O — � M .— L cn N a Cast -Crete YT�A, LI,C 6324 Coun Road 5'79 A. DRAWINGS A. I RAWINGS A. DRAVi4iGS O Se er, FI a 33�4, � ei�� errs 1, rrat 1 shot a I t .� Pres e �_ t is n D- 12 tt ed . recast azid tre�ed� . �, baavr Nta. 4'G _ .1 , ,� , 5 •C Prestressed Lintel Details",.:sheet 1 v 1. Drawtxz .Va.'D4I t Atitled Precast rrnd 1'str sIr r a e eltta e� 1. lirawtn 11�c. FI�461 trued "Precast tndP estressed L nt I L) l shy o -- }, �y ,,..& �7, : g'y�+-,:. y �y-., t�!:�y ini 3:YfJ.3 fa U LCJ j, r4[i f �`�i�+� ,�',' •:tr... �Li�t:�1C�rfb, ,li 1,£� i�..... �y. � ,. R ,,reps � ......... � x ... ... - -a ...: �6 ...... _ ;. . �r .: -. ¢y pis ,,y g��^ ]� +,� «�/ry.�.y:.. � p. �.:.. -:, .0... r - � �i� i ,ACC'.. d�t4L"�4t .i�ltaZr!�iC4 �'S� ai Ul��. �l�d+��a �.f4�,:. �, �3re�?L�'� � +1�:� '� �rr a .. -. � � , : N ,fl . i, ,. ry ,ray .: • •�7' •� r� y�*} �°f �n .-4,", .p.�.. � t � S-d �1S,F Dr�'i!�l� 1i�-. l.tX ���1 L t��}ed Ls ast 4rr��� 1 l..t �i � �� � ark..: .. �,. € r _ Co (/� O > �Cc�r�. re -: ,, ,,..... pP , _ �.._. �ctst Crete �l 6 & 12 "Lintel Safe Load Fables . sheets ,I tlirou 3, »�, ,e red b , � �' ,� y , �,. „ ,, ,F , ,P L1'`4612, trued Cast -Cate 4 , � 12 Lintel Safe Load 7'able� , sheets � . , -a LrnfcX Safe Ltrr.�d Tables" sheets 1' through 3 of 3, last rea+rsaprz rued Ot11>�114, all S E W L N L . I �} a u d r e, applicable a Tlais NOA A is bEin ss- cd up a the li ,.ble rules aihd regulations governing the use of construction materials. � �p '� � 3.�t13 h Z 3 last revision #Il dated April b� ar Parana 1?E. dated'March � ��n G`r. , P S' , h 3 0 prepared b Groh Parrino, P,E, drtted.rrrch �4; �ti113, last . prepared, signed and sealed b �`rr�i. Prtrrar� P. on Q$/.X.�/1 . --� O �+— }. ca Q The descunheaht€dion submitted has bscfl reviewed andacceptedby Miami -Dade Craut�ty' :k�E,1� Product Control aw sr andsealed b Ural Parrino P ear u7gs ,gnu Y ._ :� � » .t e : �(1 r� SIX signed and ,reap}�d � Craig Parrino, „1�; ,�. rat# revision dated `arch �� � , � �. r r � s� � � 4, `^ v J Q Section to bE used in Miami Dade �C aunty grid other areas where. allowed by the Authority Having Jurisdiction $. TESTS . arch shy ,� ��. B. TESTS. . — (AHJ)^ I. Test report an,flexural testing on 4 "AL 6" & 12" Precast Concrete Lintels t1ed and B. TESTS 1. done. This. NPA shall not be valid afar the expiration date stated below. The K rti Dado Coup Product Control ' l..�rt rued Uodels total o �1`�` concrel hhtet s d-mom ,per Tll E 52-94, prepared � a -� � . ' , . . C. CALCULATIONS m eoutrti In 11liairii Made Coun •and%r e � (in areas other 1vTxaaui lade County) reservE . e ,r lit to have ... � '�'� da ( as than �� tg, . , - and � , a 11lt✓Q� sa ed' e eh Lab. a rtes Re ort,�la. � d tad ' AppliedResearch +�' asr. . _. � P„ ,; rtl tr C ,wC �r t� 1 es 14 201 through h 14.� , 1» Ca1c a arr� fc?r t7st .re n��. dated ed 8/l9/�'t), �, pages r4 _ i this product.or material tested Misr quality assurance purposes. T this product or material atl to perform rr� the . _ ., se by Christopher rlZher.. mart, P, C. CALCULATIONS ;. ,,g e Craz Par P.E. prepared b�, Craig Parrino, l'. �, shed artd seal d by g r1ir�7, accepted mariner, the manufacturer will incur the expense of such testing and the ARJ may immediately revoke, 1, one modify, or suspend the e of such product or material within `their jurisdiction. Rl�lt,. reserves the right to revoke C. CALCULATIONS D. QiIAL�TY ASSURrTCE - ... � _ e, a ti c material �s aece � 1f 1 is determined �:. Miami.. Dad._. Co Product ti�al Section, that thisproduct t r m ter all p t �' d . pr . ,, _ re zrrd U �' i e , txi ` ;, 2p .I ti r r Cret Lintels, ed OI1 1 L lcrtlat: ns � `cast � e dart _ . Ccr _ o , � . F g . F � p D. QUALITY ASSURANCE , , 1, h�fiamr:1?rarle Goon De rtmertt o Regulatory and Ficoxtcrnrac l+lesir�es R. ' � ` . fails to meet the requirements of applicable building code. re9 8 P arrino, P.R.. si" . edand seraled Craig Farrino, P,,E: Sn '�' 1. IVlianr -Bade vacraty Department of Permitting, L�nur'ronmen� .Rod Re rtlrrtaryA�fdzrs: - - 2e Caleulatfons err Cast --Crete Lintels, dated 05129193; 1 0 pages, . r ar db Crrr - A g P � y g E. 1VtATERIA:i. CERTIFICATIONS , - This .product is approved as described herein, 4 has been designed to comply with the High Velocity Hunr#eane ,� Parrino, P.E., signed an4_sgajo dhyCraigParrtho, P E. MATERIAL CERTIFICATIOi" �1S L None. Zone of the Florida Building Code. 1' e DESCRIPTION-. (Cost -Crete) 4 6"' 12" High Strength 7Pre :ast and Prestressed Concrete Liiateia A MATERIAL CERTip`iCATIONN F. OTHER „ �, APPROVAL DOCU�T. Drawing No, Pl il2, titled Precast anti Prestressed Lintel Details", sheet 1 of 1, 1. air stem Manualfor Cast -Crete R�fachrne Made Pr e I Lintels revised a rn tL� ` 1a Quality Sy .fF. OTiTER 1. Litter from Cast -Grate USA, oted (181191Z014 Signed and sealed b Crut .fr � Inc,,, , Sn Y g - :. ` ,, F r preparedby Craig Patrrno,1' E , dui 1Vl ar h � 2 03 a d 'tr. �`� .2 a � e c , 4 n �wuag � �l , � C �t Cr �, � , l2 1,d(12. _ - r da ed '`eliruA 2f112 at ed andseated 1. .,T�t'ter , a� Cast Grate:, l;�vrpt� at'ivrl, t � - r e rt Frarrrno P.F, +certa r : compliance with the Building Cac1 2D1 � Ed tart: , , .,? F ,�" a . xo ,t itntel. safe Load 'I"aiiies , sheets I through 3 0l^ �, prEpared by .Kraig, Parrino, PE., dated l�.h 2�, ZIIC}3, lam# � ed 2, 0 .'. ast to Quality stern �'anutzl T�re�^fires;�ed,,l�'rr�d ��. . _. � �' ' . _ .. Grtt arranra P,.� certifyingcam 1azce wixtth the ,FXartda ,8�tfldtn Code, .171 b Craig �'" ,. g reviSli?fl dated June 12, 2014, allsigned and pealed by la Crest Parrino, PI., ailarivai r 2, 2019, all bearing the .� .Fallon. 6. EVIDENCE SUBMITTED 'UNDER PREVIOUS APPROVAL # 174821.18 ivliami-Dade County Product Control Revision stamp with the Notice of Acceptance ninubw and the expiration 2. EVIDENCE SIRWrTE.D UNDER PREVIOUSAPPROVAL # 08-0i10,9 A. DRAWINGS dote Mi .i}DaldeCourii�yy'iProduct Control d�"Y yythe A. Df RA�WING 4. E +E CE S°[jBMITTED 1w DER. FR:I�.' IOU APPROVAL # 1-0321.07 1. ]Vane. WSection. w 6 � � y��} MISSIlL.�E SAC 1. AT.Ll�R.7iLarge and mall Missile �:. Impact Resistant p� j y �q g '?. Drawing -No, FD4612a titled "Procast and Prestressed Lintel Deti���l��.. Sheet It -6: 1, A. RAI(A : ., LABELING.. Each lintel shall bear permanent label with iE rnanufaeturar"s name:: 4r toga and floe Miami -Dade prepared by Craig .Parrino, 1� E, dated March . 0033' rand Drawing o. LT4612, dined 1_ lane. B TESTS county Co city logos 4"; t " d'e Ii "I �1 Srafe L d Tab a. sheets I throught3 of 3. prepared,lsy 1. None- -... - :-,g }"Cast 7rete 1wraig.i arriw, p.E., dated.1da "ch 24, 003, if tr isio t d d h 11,. 2008 y� R, y� TESTS ,� , .i ,,,,» _... y oft RENEWAL tom# o his NO shsjl b� considered aftera renewal application h Merl filed and ere has boon no ' ?one C. CALCULATIONS ebangie in the applicable building code negatively affecting tie performance of this product. B. `VEST 1. Xone. TERMINATION of this NOA will occur after the expiration date or if there has beat a revision or change in the L ]Vane C. CALCULATIONS D QUALM ASSURANCE materials, use and/or manufac manufacture lofthe product or sa Is e f his NOA as an =40.rsoment of p Fmt e° y product, for sales, advertising or any aathet purposes shall a atically-term nate #his NOA, Failure'to,comply with C. CALCULATIONS � 1. None. 1. Miami -lead C a anent o 1#e .later d,Eeonth is Reso es 'Tt " p1� �1 a tl+ pz� , 'tip arc a� � ®�qy� pyq A�>�,9 {q .( �»� termination �p�. this any section of thhis NOA shall be cause fr teSmina ion and removal ofNOA. l �.ite: r� A "�/ QUALITY ASSU�Cii E. 1p T� ■�i-�'�.,� ■��I■�r■!a- ■�s■.#yam AL CERTH CA O MATERIAL ADVERTISEMENT: ERTISEMENT: The NOA numberpteceded by the words ]Miami -Dade County, Florida,, and followed lhy . � :. ,ASSI�CE Q IT'I 1. Rj�..-VttA'mi-Deere County DVartl ant of Regulator and Economic Aesour es (REV. il.lf FTE 1. None. • the expiration date may he displayed n advertising literature. If any porty{YwoftheNOA is,disp ayod, then it shall �« IC�ll7i`�t7d� � (d1�1�J �Z# 1P%� R7t �f�in�7�it e E. MATERIAL CERTIFICATIONS � be done ui ci3tii`0#j�. F. OTHER. INSFECTION: A copy afihis entire NdA shall be provided to the u by the mattufaeturrer Qr ifs°disixiburs and COPY E. MATERIAL CERTIFICATIONS 1. gone: 1. Compliance Letteritlt the Florida Building CedeVX Edition, issued b+ Cast - c�",`�' shall be available for inspection attire ob site at the request the Bi Idinng offi_c il< 1; None. Crete U, , Inc., datet1081081.17 signed € healed `byCraigParrno, A 2 T)wi NOA revises ]VOA ## 194130.14 and consists-ofthis page 1, evidence submitted pages ill, E-2, 13-3�V,4 and V co «� E S as well as approval document mentioned above. elinp A. M ar,1P»E., M,S. elms ar, P:R-, M»S. • efffty A. Maker, P.E., M.S. U o •— The submitted documentation was reviewed by Balmy A. Iklnkar., P.E.,1vI.S. Pro not Control motion sepervIRW Pro net Control Section Supervisor Product Control Section Supervisor ®KMIAM NOA. No. 20-0630.15; NOA No. 20-0630. 5 NOA No. 20-- G.15 NOA No. 201-0630.15 .... � Expiration date: 09/IIf2423 Expiration hate; 09/"l i/2ti'i3 9x iration Date-, 09111/2023 Ln f y 02 a ,�1 ► Approval Date: i &20/2MO y Approval Date: Q fii2020 L y Approval J)a#e: 08/20i2024 Approval Date: �8 e12020 m ' i+ page 1 +� t !Ci - fp E- 3 N p N Q N R7 -.. as � w •3 e re o ti A � ca �s E 0 c� o` Cast Crete USA, LLC &9-Cate USA., LLC NOTICE ACCEPTANCE; EVIDENCE U� E rye yt CiTIC .' 1 CC s TA E: • E� C ''• '• . J Ti 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 18-0424.04 9.. NEW EVIDENCE SUBMITTED A. DAAVINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS' .1». .]donee .1. Nona S� C. CALCULATIONS C. CALCULATIONS 1;,Vone. 11cre, D. QUALITY ASSURANCE A QUALITY ASSURANCE L By 1V1rr mi=,Dade County Department rf llegulaary and Economic Resources jRgR). 1. By xami-Dade County Depa-tment of egulatcry and Economic Resources (RE , EF MATERIAL CERTIFICATONS E, MATERIAL CERTIFICATIONS ♦--+ 1. X1612e. I None: � N N F. OTHER F. OTHER L Compliance Leiter with, Florida Padding Code, 2017 Editiom issued by Cast l r Compliance Letter with the Florida Building Co*:2017 Edition, issued by Cast- . z Crete USA, Ins;, dated OS10$1,17, signed & settled by Craig Parrino, RE Crete USA, Inc., dated 08108117, Signed & sealed by Grain Parrino, P. 9, S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Cade, 2020 Edition, U-sued by Cast- A. DI kA'V4 C`rSi Crete +�Ci,s'�f, I=, dated 06111120, sued & sealed b Ckai ! Parrino,A.E. � 0 y . �y / 1. Drawing No. Fl�461 Z titledPrecast rind PrestresSed.t.'.t tel DetLaiW, sheet I rrl" > l_ 1, prepared by Craig Parrino, P.K, dated March 24,100 and Drawing No CL LT4,612, titled "Cast -Crete 4 ", 6" 4 12 "' Lintel Safe Load Tables" ,sheets 1 O through 3 of 3, prepared by Craig Parrirta, P.E., dated.hlarch 24, 0�??�, last revision dated., June 12, 2014, all signed and sealed by Craig Parr no, P.E., on 0 January 22, ZOIR � =3 B. TESTS L None. i C. CALCULATIONS 1: Norte, D. QUALITY ASSURANCE �J U CCi m 1, By Mami-Dade County Depxtment a, fBeguldtory Econom Resources (REP).. E. MATERIAL CERTIFICATIONS � Q L None; M F. OTHXR 1. Article , f `+Conversion far a name change. O s_ CU w coaamy A. Misr, P.P., ns, Cl l4atmy A. M:kar, P.X. MS, N Product Control Section Supervisor ° Prothro# Control Sektion Supervisor Z J Nt1A 10. 20 (fir3tl.15 NOA No. 20 00015 Z Expiration Date: 09/1112023 Expiration Date: 0911=023 Q Approval 7Date. 0il/2012020 ApptlDVot lime: Q840/2010 J g- LL SHEET NO. May 27, 2022 pA 1 ■ T TiLLiT TESTING & ENGINEERING COMPANY TtDD C`.:., 2 2.2. TEST REPO TS; Large missile Impact and fats 1 fatigue d tests were r 9 � rfo mad under Protocols TAS pa P$ , - _ 201,203r seen B 6 th' as on 1 2 of >: Fkadda BuildingCod per � Unrfai[tn static loads PRD�1r'r Q 111AAT€MAL CHARACTTIRLSTI iAN1- SPE±;` EMA�(�� , -. Dl She be strictly, in accordance with General Notes and Components indicated on , . _ _..... Pa ; she�t'1,2anr;l.22 of 2.6.. of Product Evaluat trn Document:-P. E. D.....dr w. 1 ( )_ a ling . �__ 'jT7AT.TRR A. TTLT:IT. TIT.: F.6, n1LeD s rL P}L=LTc�e:1U; 44iT Ltuarta ,���- � Tl, . -Protocol. as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering ,& No.20-77C Anchor spepficaktons'sttail be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09119a% 06470dated 09118,01906, 26,.ofProdu6tEValuatiar tiorumcnt (P,E,D . draor.Ig;No:20+176, PRDIIUCT E1CAj UATI REPORT' #'06: T30 dated 001,2011998, all three signed and aeated by H for M, Marline; P.E.; Fenestration oBting Laboratory-, irtc„reports,#2052 dated 0411611998, and 02126 dated 1010611909witnessod by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS Nd CO 1Tl©N OF RISE.;, REPORTNO.: E0=0728.01 0219.01-09 dated Ma e March 4 = 2O i19, signed and seated by Edmundo Lattjaespada, P.E. and Hen Matte P.E. �` m , -: - • . • . - 7.1.:ShalE be:stnGUy m compliance with c�enaral N©tee hMo. 1 8 thru 14 indicated DATE; duly 28, 20201 test report No. 9CM-197 by QC Metallurgical, Inc„ dater( March 13, 2009, on sheet 1 gf 26, as well as General Notes ;#11 thru,4and 11 thru 16, indicatedTensile on sheet 21 of 2t: of Product Evaluation Document {P.E. F].), drawling No. f-1170 PRODUCT CATEGORY: Sharpers signed and sealed by Frank Grate, P.E. prepared by'tllteco, Inc. and aigned and sealed by Walter A, Tillie, Jr„ P.E PRODUCTUB- A ; . CA EGfo S T . Y,. 5trimT e1 ' P panels A EN ItIEERING UL . 1 2 3 �N f ON5 &U - �Z. f' +CCU, T _ . " . , 7,2. Pfodudt_ be mat II i HiGIi tfEL I ma a s(t within C1CT'Y HIJRRICANE20lN a ES s PRODUCT NAM ?l! GAGE GALVANIZED STEEL STt#iTlpi PANEL On 20-Goge Galvanized Steel Storm Panel for ma)(in um anel length vs, design p 9 9 1�md load, as llveti as maximum anchor -spacing us, design Wind iaa8 and penal: ,Y -: . defined,o� s�tctlon 1820.2 bftha Fl4srida Building Code - g MANUFACTURER: N]beF ret�tonProd " SI P length based on rational and comparative analysis,, a d , accordance with _9 p n m e arch ce h 7.3. - 0d ct s: II Into to poured Pr L)_ ha Dint t)e installed i5 ❑ . ed cOnGrete concrete block and p N s s+� u-�, TO S.W. 51 street soetirstT 161E of the FloridadBuikling Code. Calculations prepared_ by Tiitecd. Inc:, dated 11/03108 and 03112/15 sl nedand sealed ate g by. Wolter A.'Tiflit, Jr., P_6. wood fratrtdstfuctures. Davie, Fiorida3931±4 1 P. E OF D EY UATI 2 MISSILE I 14. dN CE [111 �..T' Pr t vluto oduG a 1 n R art Iter A. TI Jr... re b .W r#E." Fi rlda:Li n E a red ;) ll r o p P ps Y ,,, sa Th s Is a Prduct Evai a, Report Issued by Walter A. TllIIte it., F.E. (; em: missile Impact u dersechan 62g f 1 1 eFloridati F ride Buitdi Code' as - r, Largep" n a g P ?7S 2Qi Protocol. l. N . ) t 55 7 TiT 0 441, President of T t l c. Fld a GA O 7 6 ss etlk taco .rid 0 9 : _ _, n i15 1 _.on -O I©1ti# 6 . } to theGlobal Proteotion Products, LLC Rule, Chapter No.. '61Method 1 D} ssf.the Florida D6)P:�irtment of 8:uainbes and 4. WN) LOAN RE$ISTANGE: Pr ft%slo, Pi•rA casionai Regulation. 20 Cage Galvanized Steel Storm Panel has been verified to sustain windGEIi- _ _- This product is being Issued an Evaluationpr R g Report as described herein, and has e , ssures. 1 [ Ma)umum pane engihshali boas )indicated on sheets 8, 10, 14, 15, . - --7titt.44167 been 1+erf5ed for eomplianp a in accordance with the 2020 Seventh E on f the _ dill 0 1- Florida BuI drug. Code, and to 1lerli': that the-prs7durt� f,5 for fire purpose intended Y p p 18,19, 25 and 2tI of 26 of Product Evaluation Document P.E.J3: ;drawin No .: ( ) 9 20 176, M xtmum Anchor I a An Spacing shay be as lndlcalsd on sheets 8, 9, 10, 11, a - - : ate- i et ea_ _ valenttathatr ulr qu eq e(i bYthe Cods.' 1 1 4 9 25 n 2 5 17 20 d 6 f 6 a Product, 18 1 a g o E , _. Pro t Evaluation , _ , f _. v I Document :E., , _, _ d _ . ua) nD c m_nt P o u . UL , f ) , F 1, SxR 0 , ? T . __ 4 . _ __ �"., This Product Evaluation be drawing No, 20t-176s tom" Report shall subler<t to review and. revision Incase of INSTALLATION' /n+#N a Building Code change that may affect its ltmitatioils and conditions A 4N+TiN� HrTT- -, . Installation shall be performed strictly in accordance with details indicated on �' EVIDENCE SUBMITTED' - sheets 3 thru 7 -10 fhru 20 23 24 and 2£7 tat 26 of Product Evaluation-D , r = ,aGMm$R# AL D;I TILTP�A,T1W1PtN RECORO�IF.B, REFATCT_264'pLOEAi.PR,3TECTl6N PRl7DLOT5, LLC-1::.2N1';GA9E - - 2 1 PFtODU�TEVALUATION D aC�IM P Ia t FFL—T (P.E,D.), dt'aW!ng No. 20.176. Minimum Separation to lass shall be as G aaty.wlzFasrwi.sroRmFoANaiDswcg.20.-i7at Rr:~oirrlrio-02"i ' - 1 , Drawing No. 20 1761 titled 20 GAGE GAL,YANtZE[? STEEL STORM PANEL", ... . Indicated on Sheets $; 1+i,16, 25 and 26 Of 29, of Product Evaluation Document . (P,E-D.), drawing No, 20ATS. sheets 1 thru•26 of 26 proparod by Tilteco, 1nc;; signed and sealed by Walter A. 111lit, Jr P;,E. tlated07126/2020. This drawing Is an integral'partr:� MI's L4+NnnlrhNiya Evaluation Report, rr", t i A tQ0p''tiy� C f fi11 �7�x+c,��Fr '167 ,,� __-�,,��-_'tti4ENss�`•��' s, .�-� •� etc€NSA:` 9�� 721 y..t �9F1D4 STATE OF Qz 10RIti�4 „ r 6155I+f W 36tth Street,, Suite 305, M°s�a=1, P'lixridk33160 - PhU4e: (345) 871-1S34 (;Ff,IFRdf Alf % SA) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, FIUSOD DR WOOD BOARDS SE FOUND ON THE FDB m #aDE STOP y E1091'INO MALL, AN SHALL BE LONG MM04'TO MACH TM MAIN STRUCRlRE NO"SUEi1 PANELS. 1, STORM PANEL SHOWlN'ON THIS PRq(fUCT EVALUT.M.(P,E.D:) I4A5 BEEN 1'FAIT€D FOR GORPLANCE IN ANCHORAGE SHALL BE AS MENDONED IN B.-1) AND IN 6.2). AOCOROANCE WTfN TIS 2028 (7M EDfOON) (I' THE t#B. BUItDiNG COPE... tG) DESIGN WIND Ul" SHVI BE DETERMINED AS PER-SEGTOON [620 OF THE ABOVE MENTIONED CODE,. - 1/4 TAPCON ANCHORS, A4 MANUFALTUREO BY I.T.W.IWA.M, INC. FOR A WIO SPEED A$ NEOUIRED BY 7HE JUF%SGCTON WHERE THESE SNUnERS W«L t# N4STAttED AND - #14-10 PANiANIE FUKE. O AEF! PANELMATE PLUS. ANCHORS. AS MANUFACTURED BY V= CONSIRVCOON PROCUCTS. - 1/4`0 L40 SOROWS PER N.M. FOR A OIREGTN1HkTTir Ff9TUR Kd�-0.85. USING A5CE ?-T8 AND StHll NOT EXCiFPD THE # OOMAIN (AS.M) DESIGN PRESSURE PAT*" INDICATED ON SHEETS 7. THRU 12. I4, 15, 16, 19 tit 20. - 7/18`0 a Sle WOOD INOHRNO, AS 067RI81 M &T ALL POINT SCREW,. SW A SPEGIALiT 00. S OLDER Tb VERI,'Y 1HE ABOVE CONDITION. ULAMATE 'HIND LOADS DETEitMINE9 PER ASCE 7-19 SHALL 8E FttST REN)GED TO A.S.O, *NO LOADS BT MULY{PLYINO THEM BY D 6 IN ORCER TO C,1) MNN PE1tlET1NTOH IHLD WOW OF 1WPC0N ANCHORS 'S1NAL BE 1 7 f?" AND Il" €LNS.. ELCD PANEA,#WT'E PLi18 .OESICN COMPARE THESE W/ MAX. (AS,O) OM14NN PRESSURE VIONGS 00CATLR ON SHEETS 7 IRV % iA. is, 18. 19 & 20= AND P : P 4Al,E Ill;. - UN ORCF.R TO VE%Y THAT AAA:FK4#$ OH THIS PE.D, AS TESTED WfONE if(1T DVETt STRESSED. A 33A RICRrASE W uL E C'.2) 'WNIM4,1NM OM PFNETRAOOR OF LAD :SrAsEw: INTO 111E WOOD FtgAME LgNO SHA,I s3E I. T!2^- NO YHRFa1DE0 PENEIRAFCW INTO 'STUCCO SHA#k DE C9N31 , AS PART #' THE' Rk'WUWE3 THREADED 1 112- OF1, SIRESS FOR WIND LOADS'.4AS, M USED IN THEIR MOV&S. FASTENERS SPAC NG TO WOOD HAS BEEN DETERMINED IN ACOORDOINCE WITH N,AS, 2018. C,3) MINIMUM EDGE OISTANCE OF LAO SCRIM, RIME WOOD STILL. BE AS INDICATE-O IN THIS DRAWING STORM PAWL'S AOEpUACY fOR IMPACT AND WIND RESSTNICF HAS BEEN VDW" IN ACCORDANCE WITH SECTION 1620 OF THE ABOVE MEROCNED CODE AS PER HURRICANE ENGMERWO A TESTING INC. RFM9t1S 96-509, 96-570 & 96-= MO C•4) MINIMUM PENETRATION OF WOOD BUSHING SPAL BE 5/e'. 1/4. 0-;M SCREW$ USED SMALL EIIE 1 1/2' LORD, MINIMUM FENESTRATION TESTPIC LAR, INC., REPORTS J2032 it 12126 , AS PROTOCOts TAS-202 AND TAS-203 AID 'MCCO COW,. AND T' MR%MUM FOR WALL$ WON NO STUCCO AS AS WELL AS AMMAN TEST UB OF SOUTH FLORIDA: RPM 00212.07-09, AS PER TAS 201, TAS 2.02 AND C5) O N THE DOSTttJG 0� C E WtFAGNH1jYEpl ALU NW0N8,}S. 2 ALL ALUYAiHUM ET1T1T1I5R1MS i0 8E ®087-76 MaDY iil'A7 TEMPER. (t1NLES5 D1HEt1:YI MDrEgjl $EE SHEET 2. WRIA,�EANC ENOUGH 1PREOW Be LO STR �# � MIMPA ISTOLM Gull, Be AS MENTIONED IN CA), 0;$,i B Co 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 705-1414 NAW. (0) ANCHORS SHALL M 4WALLM FOLLOWING ALL OF THE RMWAENDATIO N5 AK 3FK%C#'1Ss}MNS OF THE ANCHON'S MANtiiFA.CiVREI;. ME%%MTION W AIPLL NAVE 51RUC?1AAI DUALU,0)n STEEL ASTM A-533 GRADE 50 MIIMUM, D:-;NO 4 AL J4 Ei STEEL GALVANIZER STEEL CESk1NAnDH W/PY,. 58.8 Xai (AFTER RfX.t€0): g. PANELS MAY 4W BE tHSTAILfD HORIZONTALLY POL40WING INSTALLATION DETAILS SHOWH ON SECTION 3 THWUG14 10 (5WS. 4 THRW#GL 6) VtOk:•T THA1 RE40M 0 a 0 SWLL NOT BE USED. 5. AL SCREWS ESS : R TO 88 ,STRAY. STRENGTH APO 316 AIE SERIES ROR CORROSION RESISTANT N COATeD CA1Etl0 SfEEI... AS PFit DIN 50015 N/ 5D Hai YRLD $7RFNGDN A1� 90 kw TENSILE 'IRE M tr SNMl COMITY W FLORIDA BUILONNG CODE / 9.. fr SHALL TOT BI1TY OF THE CONTRACTOR to v'EL#Y' THE THE SIMICRIRE WHERE $TAW TD K 7O IN$UR£ PRiTPkTN 1}p5 t SECTION 2ai _3.3.4. SOY0R S AHCHOWME. 13EATTSOUNDNESS T SHCFriEk SHALL ONLY BE ATTACHED TO itONCRE'IE, BLOCH IXi WD00 FRAME F M BUILDING ��, R. BOLTS TO 9E ASTM A-= GALVANRED STEEL„ OR AM 404 SERIES. STAINI S1E EL WITH 38 WI MINIMUM YIELD M EACH REGULAR STORM FALEL LENGTHS W1TH LENGT0`01M B`-9 THROU914 12'-4. AS PER SECTIONS 8, 4 9 & 10 AND ALiE7t#ATrvEs SW. 7 ANCHORS TO WALL SWAA SE AS POU.00151 9W & 1OW ON SWEETS '#, E IS 12 RESPECI1AV., SHALL }UT A 1.10111E AND WAXY VISIBLE MABIONC INSTRUCOHO OWNER OR TENANT TO - SECi7RE. PAWLS 1WilN APPIKiBIv E#iE DURING pEA4WPS OF HURRICANE WARIONC• - V-319.2 Ps.i9 T7A'a TAPCOH MiC,HDR4 AS-�MANUFiM.TURED iiY LTaW- BUILDE'N, LAC. (MIN.. 1I THE NHSTA.iATNOR _ 1S TO S�CAUIIt ALL SH111TkR L'W#i=p•tFILT DOES WHICH REAEMH 1N COHtIAf0U9 OOTNT WIT" THE'8111LDYNG TD NIREVEN7` WILD/RAN 014, - - 1/4" 11 w 7/8" CALK -IN ANCHORS. 4 MAJOKWAG'IURM BY'OEWALT 1140, (MIN, 1'P SQQO Pat4 1/4"0 N 3/4" SOLID -SET ANCHORS, AS DLSTRIf VIM BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12, STORM PANEL N)STA LKTTOH SHOAL COMPLY WITH SPE45 #02ATE'D IN 1W ORA)NG PLUS ANY BUILDING .AND 26NING FOULATONS (MIN,. 1"4•30D0 P.z:L) PRCMDED BY T11E 011IMMON WHERE PERMIT IS APPL" TO'. - (MON. t PA33" " FEMALE ID & PANFIAUIE PLUS ANCHORS. AS MANUFA{,TL#R$1 Bs`.E1S0 CONSTRCIGfON (INN, rrh3350Q px.L). 13, (4) THIS PRODUCT VA.VADON DOCUMENT (P.E,04 PREPARED BY THIS ENGINEER IS L'E3EEMC AND. OAFS NOT PRDWOE iNFORMADON - 1/4'* Cr TAD-OIdP M`&1�W(5. As MANUFACTURED By TRU-FAST CN7RPORAIY(Xt (Pasi80D &a.1.) FOR A SITE SPECNIC PROJECT; f.« WHERE THE SUE GO"MONS DrMTE TROM THE 1 ED. A1) MINIMUM EMEC011" OF TAPGON ANCHDRS NOW POURED. CONCRETE SHOILL BE i 3/4":. 2' FOR PARELWTE SEMAE RESPONSIBLE �N (6) CONTRACTOR TO BE RESPOE FOR THE , PURCHASE AND 9LSTALLATMN INCLUDING LIFE 34" OF THIS PRODUCT BASED ON '1FI5 P.EJ).. PROVIDED HUSHE GOES NOT %VATS FS FROM THE tONIMO DETAILED ON THIS DOCLAN ON' ID AEA} PANEL4t[TE PLIS AND T 1/4" i'tNt CF TAP-f,MP ANCHORS- CONSTRUCTION SAFETY AT SITE IS THE CON3104111COR'S RESPONS69M. A2) CALM -IN & 'SOLO -SET ANCHORS SHALL BE 6EANBEDDED 7/9' INTO THEPOURED CONCRETE RD EMBEOMEMI INTO (0) TUNS PIOOUCT.EVAUA'OON DOCUMENT WILL. BE CO NROEM INYALO IF MOOITTEe. STUCCO SHALL. BB MEMO ED- 1/4' 0-20 SCREWS USED $HALL BE 1 1/2' LONG MINIMUM SHOULD MUDCO EXIST, ' MINIMUM : N .ART NAY 1W0 1 fNIA FAIR DUALS WTf11 O STUCCO, BE HEADED SCREWS OR Ate. THi�AOEd SCREWS W D i tea. i d SOE � 1•�IS. SINALL PREPARE'Fg BY A f ) FIS LURI BTERED EAOINEIE OR: RICH WILL ( DA ITECT 4144!CH BkTOO#1E THE BAf1` N1o4 WING NUTS. : PROPER OF RECORD (E,Txtii) FEN'# THE THTO,jEOF AND WHO WILL BE FOR THE ILL PROPER USE OF THE AE.O. ENGINEER OF RB'CORD. AGiT'IO AS A DELrATEO 1'INGitEiR TD 1,NE AA Al CASE THAT PMCW STONE. PRECAST GDFt�7€ PANELS, PAVERS, STUCCO OR WOOD BOARDS 9E FOUND ON THE'. P.ED ETNGINEt'R, SHALL SIrBLHT TD THIS LATTER THE STIE SPECNTO DRAWIIDS TOR RENEW ENISMNG WALL Oft FLOOR. AKHORS SHALL BE COMO E-tUGH TO REACH: THE MAN! STRUCTURE. BEHIND:S%XH PANELS ANCHORAGE SHALL RE AS MENTIONED IN At) AND IN A,2). - (4) THIS P.E.M SHALL BEAR THE DATE AND OMI(& SFAL. AND SIGNATURE of THE PROFs„55a)NAL ENGINEER OF ROOM THAT PREPARED It (e) �Q' [0,- ,'0()AS MA'y'N-�R - 1/4' 0 ANC-W AS FA 81` I. T. W: BDMAL(,. INC. //4' a 7!B' fAL4-17 ANCHORS. 48 GF Yr=t3LD L4. SNVrV MM4UFAC7U[iiti`5 LAIRM SKILL eE LOCATM ON A READILY VSISE LOCATION AT STORM PANEL SHUTTER NI AVJCE WOH SECTION 1709.9.3 OF FUQRIDA BUILDING OW- ON LABEL AA71WPPON - ORS. MANIO n MAR1FACi1fRED DEITAtT INC. (INN, p.x.L) - i/4'0 K 3/4' SOLD -SET NEO#10RS, AS DLSiRIWTW BY ALL. POINT SCREW. BOLT a SP€t&YY CO, SHALE BE PLACED 1DR EVERY OPENING, IABOM TO COMPLY "" SECTION 1709.9.2 OF THE =1 BUAD9NO CODE {MIN, r PANELO P.TV F ' - #44-T0 PATNEL.}iA'tE FEMALE ID AND PAHF1.1L4SE PLUS ANditMIS; AS MANUFACTURED BY ELCO CONSITiOCfiON iN5 1 SAWN. gLLY B€ IT'D iq PINIMCM (Mk f j 2071 Ts,aA) i#ILMOtNt .. - A/4w 0 CF ?AF GRIP ANCHORS, AS MANUFAG-RdiiED 6Y M-FAST CORP MATI;Xt DBrA1N PERMRB IH THE SFATL"' DF ELOIBDA i 1L1) MINIMUM EMBEDMENT W TAPCON ANCHORS, ELCO PANZAIATES AND CF TAP-GROP WHORL INTO THE vet', %� � FLORIOA BVILDONIO, CODE (Nigh Vets]"'.. . iiurTk000 Zont BLN1C11 UNH S„A1LBE 1 1 J4', i �i,� •L w sl3bta TA.1EM,. WO. 20 BA `GE rAILVAWED STEEL ST{iiti,t PANEL ORA1M� RY, 0.2) =1 Ihl A SDLD-SET ANCHORS 3NLUl BE EMBEDDED 7!8' NT0 THE CONCRETE BLACK LMti, NO ETU. 4 iMTD SLt1C00 5'FW L BE PERMOTEO, Tf4' 0-20 S0RL1Y5 U5E0 5#Y4Lat 1 S/2' LONG MWIAUM 51OUe E%NSf. ANP I` M#iwL#1MN FOR WALLS WON NO STU,,C`O. 3Ti 167 OF (f. GENE. DIIM. LLC. GLOBAL PROTECTONAM. M/twlTOPO WIE: ''` -'+A� 5' n 4La :I OR D4 :.. A«T1w.fD1f' 4APPa W aces , r3s,-y,a , s. °.t✓Aw! an -win PAW-. LpaAM T1Ne. e CI N-N].r z0-a is CRwrNG A. EATf wAL1L.AGPAI7IIC�T P.a w.. ra ail INSTALLATION QUAILS INTO EXISTING POURED EQR R&,QULAR BANELS Ofltd rJE OR CDNO= & HLOCK STRUCTURES CONCRETE ANCIR015 - w ii3p.E1s a THNIMM 0) ( � NNS _ SWEETS 0 T)NOc,IIs A) sN 1s I SwOUmI #) r--^•-•--�E.b. EISM P COWIR E ANCHOM ' , EXISTING, CONCRETE NEOLA -I.: DDNI,r'N "` A i T'd2a 1'" L{M'•"�V, 1.11�'i"' T" �p4 -'t 1m. 1 } 1/4' 'µis" "..E�a.. ;Ap NA]Q 0 i'' rOUIR'p,l E0. ; N Ea i i �NwAED I j 2 ' I 3 , GDieo. i I i ` 4R. ON N i IroAtow I i 1 SOW • 1 Lwa" rOR Tp I �sF+A4A' ) WI: NRIq A t f 1 _ _...t 1' -� rtN lA,. I Tin mac 6 1 p, C T # T3 l i } T l T l / ! I i �•f I 1 I I 1M 0 1 A i 0 I rNA'iTN9 PbUR„1. E ' .CONCRETE OR. !i?Cp 1 ,y,•-.y/(i N f' 3 N t : It IfY 4G.. I _,_ T, 6 f ED. ., T i%AT?HO PDSIi " I R R l ii YOURF�D..! EGO. • Wm. } It N 0RA s 00 C.oNGRE1E ENAOK NIE04IREA, I+EMti 5WA1 0_....._------ ,? 1!r ac CONORESE 9LDf.M. .. A r \ # R ECNHREO T 2' , i, r• Min. :. - 4 ,- i i'-5ya��'.__00 f¢T1. �•. S CONSRETTE Af✓CI�B i s5isr>:RFD' w/ smD—' ;.-fi'A'�. O -wry OeM,. Olt % C u D REQUIRED.REQUIRED.CEQU 3.. IAA iwIHC181E5CfiE1KM1C DN"r {CONCRETE ANCHORS,SiE'RSf4DItF Ol.`.••.,F i4S l r.A, •j i f b,5 - MAM/TNS 0. aC - CONpiEiE ANYIORS A]A : 'MC {4I 971IDIAS DN-" sF Iaa. sMsMs r �b a iNROLC4I R) aTAM 4 t) SHEPIS 0 DOME;" 0) a Tti9ftNCNIDN t) ;4,, brAt�lpAal{iOuNT^rNG C13UNG ANID, Eall iRiIIGD�, T "WHO sms ra EDGESTANCE SCHEDULE ON i ] i[ 9 It= Va CXU,IBImaw OF aP-YNNtCi. - t : rn r#a A,NIVAUAMON, r0A ik 8D1'rt)M MOUNANCS W BE ANY WAY TO SUIT ANY ^('9 •'•` '& � y�'"v+. 4 "ti.4 \ s1-1 n4 i4�e�'"`.'\, +i ti 'yiH `S` ,` �t'"tIy "FLORIDA ButtpiNC 'Gt)0E POUR, /y5^-` g .: • Hi vowar MMrsroDnB tonyl RIYIEIRFD. ', +VO10RS 1rr • * * m �re.+aw:.wa 20 LACE CALVANIZED STEEL STORY PANEL Dow er: n "UK 2A _ sk a A { ',�,•. OR)0 1 C /y r tA'tDBAL PROTECnON PRODUCTSN 1! C. 1 lNt, R A 1w2»0-17 awmm-Oti9+av]N_ :0's44je6oM-L7aa,yS,. FA NG dA`h . a50 A , 1YAL7ER A•OIDM r1>•. - 'A "' "' "` MMLY N LI tN :- Ril PANEL XSN,YGiIS EMIT l.All.Ar � T,•�' �� _.. W EDGE"°• I / 1 dSOME"fRiC VDEW L1ETAli 4 j3} WOUNDED CORNER 0 E#405 Or PANEL'S , i'"---•2.O END UP W HOMMEO EOGE; NTL3 . R�.....�; . , ! A✓ CN:r,S� ti✓ WOWWWARIIII r` s.34A` i ,390` � # r INK 40, l 7 M ROLE WASHER CA.VAN1rED Sft'EL'" ,375"0 "0.879'0 I KKU IEs WOOO; NUT 1 ALTERRATNEW. USE WIND RUT M'{OLir L�/DWRIC WSNIOW W ADLMONAL 4 7!I'4w3l32^ W451NER STEEL OR1>RwtEL pxATp1 STEAL), & 0) E-iRRW0F1 9) / S - - - - T TILLrr TEIMNG 6 ENGINEERING COMPANY TIi.LIT,4L EE_ filtce , PRU)Ilt T EV A LLATION REPORT Ti rk'c A. uN REPORT NO ;; 211-a727.tttis DATE: Jul/ 27, 2i126 PRODUCT A Rf� T C TEt30RY: Shutters:. PRODUCT SUB-CATEdORY: Storm Panels PRODUCT NAME, 24 3AGB;_GALVANIZED STEEL - STORM cRt PANE 'MANUFACTURER: Glob2il Pr,o160on: Pritwucts,'LLG 4800 S.V1t. a1 Street Davie, F1oriElo=141 1 PURP SE 0F EVALUATIfJN' Thia 4 Product Ev ation Re rl Jsstadby` alt �TI111 , ,Jr h.E"°{sS,te m 104 1900) to the Gllobal Protection Products; TLC, Rule !Dhapter No. 111020-3, Method 10 of the Florida Department of Business and Professional Regulation_ Tht ro t le,being f s v s,p ,duc Is be). g s_ued an Evaluation uaiion Report as desriribed here'In, and has been verified for compliance in accordance with the 2020 Seventh Edition.of the Earl a Building Ga I d B i n dE'„ and lri verify that the product is for the purpose intended. at.least egrilvalent to that required by the Code:: � This Pnxduct Evaluation Report shall besubject to review and revisidn in case of a Building Code' change that may aifeot its limitations and conditions 2-',EVIDENCE SUBMITTED: �Z9-PRODUCT.EVALUATION DOCUMENT 101.13A.- DrO01ti g Np,10.1747 titled 124 GAPE +GALVANiZED STEEL STORM PANEL Jr., P. 167 `A l? OF 63 5i N.W.:Ed1t StrCot, Suite 305,1v[ anti, Florida 33106 -Fhan , (3"45) 71. 1(i3 1N,fNlA)1)t}H#11#1Y .. K.1 . o .... .. _. a IN aIN iii + �' 1 w% sYiHi313EfE %TICK 1 )� T�OtNIiEO, � 1 NF� -"1 WADY ) L.— 1 1 � I � 77 i1 i I ✓ r i F j3 I I !! CDNGRR! E BLOM � t RTbt)NiffD: 'f OP1113 OTE ANCROASS Dia SCREW ON E 3l1^ E OF E%151TNG NNIND NEW I- WIDE a %%R& . i/9' 45TM6_ 1VC00/ , THICK AWM, TIME OR 1 F.T. WOOD PLATE SrPAM f._„l.. 0 END STORM PANEL � A f.125-',.-- + #kSgL Ss. SRNs { ' ! l �{ i0 ARM O iD ANCLE • { 12 1/f' &C. 2.000' 2. .093' T2s� i Ak T 2,s25' � IE Ls 79°' � ., I____xots •� E i 3 "U" I EAiDER 4�p ;g,{j= wrW STUD MOLE WITH Rr4Mf STUD .374' _TyP TT8' E'DT.£. !'-• A198' ' .LAB" -.. 784-�- 1!4'k,70. 304 SERIES .375-$a4.d I ,..>�.83)G" i '1 T i (I AlrcLc a 42 11AV o� T.971" 1 "'Ri'.082r, 1:8711 I 1 750y � TRACK 01 3X- *"F" TRACK () ME PLATED ,..«. a1M1YYYMNAw.- WITH STUD M nii - EDGE DISTANCE. CSEE SCHWULE ON SHEETS 8 & 9). 414167 �;iN111-- 4 N,F1}LL 94 N ��Ll ONeEw :r, `are > rr wAaam �I vs-Ns.um a'/r mw.-AMR A,A,c ...J I A N TAM, a. ! : A't�W'� ,A *Ow sDA,E a 1N=r' ,A�.A ! N, r IT t _% 8 fPL N'i SrAEE 5 d 1 _ 1 4 S NlNleef { ^" 42 ..+NIW"4N• , 1NOa. 0 li �aF. ,aeOweAe , SBl i@�f ,AAA a.RYi::. W AE6« � C A 311 1 `#,ASE� l] fpIAHS SCALESCALE-3/I0-1-t' ` "-a�i4m wN4 eanm eO1a w 0 "O«1m„n nR t I>�'M91 LOp1N) �� IW�MMaA,A j: Will.tldNl1M HW{l $CAFE 3JtM1° Illy ANY. . SCALE .1l1&-1^ 20 c4a SALVA)RZEC STEEL STORY PANEL ORION FA L E C f? a►6e. LOBAL PROTECTION PRODUCTS, 4NPiq Sw. 51 STIRLT 0e.ay:-'N,Aw6w,,YAT,r 1i�4}'Aeo-reaO,o4>-w�N 20-176 WOW Na OF :Sp PRbDUCr SAr AUONBUORTpM` $L0722,01 2 2.Z TEST REP(]RT,� Large .miss -le Impact load d tests were parfarmed under SSTD. 12.99 standard as pet section 16.i.2ofthe FloridaB i "i na Co de, Uhtformstatic -toads as oar load ings per Protocols TAS 2G1 & 2-03 as'per section 1009.1 2 of the Florida Building Code. Test Report r. re ed b America Tustin S P P Pa Y n g Lab of oath Florida, Report No. Ita301AOD dated Novsmber23, 2010,atgned and sealed by Julio E. Gonzalez, P.E. tensile s e test re Na. 9CM-1 9 II icalInc.,March 0 8 [kC A1ets a 1n dated M h 13 20 �Y a g i;g , s e. J ri d d seate b Frank Orate, P.E as; r S` sin d F a e A TM E B. n s 'Tee g k a d tensile i s Y T� i a C etal `r Ica _ p Per 4 M, fug i Report No. dated DwSGember 1, 201ir,signed and stated by Jerry. 4niofano. P.E. as per ASTM E-8. 2-.3.3TRUCTUR t�LE UiNE NG"ULATiONS: can 24 Gage Galvanized Steel Storrn Panel for maximum panel length vs, design wind load, as well as maximum anchorspacing vs. design +prod load and panel length based on rational o ai and caryPa..nt. w analysis, s,and i sccarda de with, sa0tion 1644of h _F orde Building id_l �Ga e: C Iculatlons prepared tY`rJi taco nc• 1 8 0 d' t d 2f1 11 and Qti 27 3 for h) revision), i se 1 1 e n s a scale Vf1l r 1 a i. (. i s ), Signed andsealed b .ate A. 71111t Jr. P.E, 9 y jMOSiLE IMPACT RESI$JANCE" Large missile i 1t e s i �-N_' . ac and r act 6 9 0. eFloridaBuilding rg m v 1- U ,1,2 of Flcn a u)ldt ;lode as per p n;a SSTD 12499Standard and TAS 201, WIND LOADSASSISTANCEf 24 Gage Galvanized Steel Stormy Panel -has baenverifiedto,sustoin wind pressures, Maximum panel length shall be As indicated on sheets 3; s, 10= 11 12 and 17 of 1H of Product Evaluation Docurn;ent (P.E.D.); drawing No. 20.175 Maximum Anchor Spacing shall bear indicated on shoots ti; 9r'lti= 11,1$ thru 16 and 18 of 18ofProduct valuation D - _ ,E ooument (P,E,D.), drawrrig No. x0 173. 24 Gage Galvanized $last Storm Panel has been vlsrifl6d for code comp liance to work as aClan-po,pws, storm shutter assambly, as per SSTD 12-99 Standard>' ,AP�s a i1� iltrfrytr#p&N pRnDTrC*fjt+'V,T�zi'rOiv. _RF�pRT�11)A"a:27.02 � 5 1NSTALLAT-I0N InstallETtiQn-shall be erform st Ie in ' indicated performed t tt aGco nc with t P, Y Tda s ) h details mdlcat on she, s- t1ru: 1 t 1$ $ t t $, 2 thru 4f � = of Prod Evaluation Document drawing,No. 20-175. Minimum se separation to " Is'' Pa on g ss shalt be as indicated on Skeels 3, 6, 13, 14, 15, 16 and 18 of18, of Peoduot Evaluation Document (P.E. b.), 4rawing No. 20.17Er. A _ E,,,Ji�J)�TT�[AL� F1z4T l�I�TL�Na SPEt+IPICATIaNSi� Shallbestrictly in accordance with, General Notes.alid Components indicated on sheaf 1 end 2 of 18, of Product Evaluation Document P,E.D, drawingNo, 20-175. )F Aratlhnrs eeifi atian h II c a e tl Tr a b s Indicated on sheet S of Pr a n 1 of 1 Product P t 0 Evol d. t P,. - uation D cayman (.E.D„), drawing N6.20 1T5: 7 L MITATIONS ANC! i3Rl iTliiN Of ii1S • 7,1, $hall be strictly in compliance With General Notes No. 1, 8 thru 14, Indicated on sheet t of 18 of Product Evaluation Document { P;E8 7 D. , drawing No.20-1 S a b I co Inc. tan , i e s e rod The d s nod and Baled b 1ti1 R' r Ilit J prepared ale A. r. P E y g _ Y __ T1 _ 7.2, Prodact shall noinstalled within n HIGH VBLd1TY FtL1lRU"'ANE Zf3NEs as definod`on section 10520.2 of the Florida Building Code, 7.3_ Product shall only be installed into poured concrete, concrete block, and wood fram e structures. Product Evaluat on Ri spod pre pared by tialterl. Tillt Jr. PE', (Florida License No. 441G17), president of Tl)teco, Inc. (Fidnda CA-00 r719). 1/4, 2/4, 3/4. 4/4. 5/5, 7/5. tW/10, 2w/10, 3W/10. 0/10, 6/5 SW 10. SW/it & 7W/11 S' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 k B- S' V MIN, , FOR WOOD SEE SECTIONS ON SHEETS To & TI I i -.. G C�+ 1 T T TC ice,-�TT i UA • A- 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, L T. MILT" 1W/10. 2W/10. 3w/10, 4w/10, 6 /5 5W/lO, SW/f1 dL 7W/11 _ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 41 FOR WOOD SEE SECTIONS Ott SHEETS 10 & 11 REGULAR SIO M PAN t, & Q ELEV09N N.T. B. 2.67- 1/4' Moll, W OEHIN* -1 �tt'� (EA+ , NH= WaLY) 11 MAIR, GAP NJ 44167 iNS`tALLAMN QUAILS FOR REGULAR PANELSI ds dA INTO EXISTING POURER reO CONCRETE OIL CONCRETE BLL SIRUCTURES MOOR--&UAM CONCRETECONCRETE BLOCK i CONCRETE sum ; CONCRETE BLOCK iAHIM A"CHONIk gOINuRE�E AA UIMD SCC#Wl.f r ffF-fa- OgE�EO"pN $ f.".w..i E F._9[)IEOU€ r , / 2 - PITY N i I I t 9twTs 7 3 Ss 4 i. a 7 a # �Y a O,tl1 1 II.EALAP t t t 1 q i DF - 1 i {9 V 5D1i` OF L' MAY Y 3 ` I 3 NAM tt N S,S, SMT ONO NUT RW CONCREIE OR OR v�� 91DTTs ' 9LOGK rx" DIRECT AMID, M" M01111lin DIRECT ANn ftLL MOUNTING SCALE S/8.,1:^ 9oAti 3!®•,i..• E.O. EDGE DISTANCE NOS F'O.. C^ iIdAYLaM !)F scCTTOt,(c: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN RE SHEET 9) COMBINED IN !WY WAY TO SUIT ANY - 0,15ALLATILNN. TAToca Ne. 20 CAC(: GALVANIM STEEL STORY PANEL C O tilE MOBAL PROTECTOOit PRODUCTS, LM I]!w?ttI Ft1113, wAnw; rt Ae,A.. vx Ne Coe N=756 ,: M CM)W-F," 2O-t 75 WCHORS::FOR CONCRETE SEE SCHEDULE ON SHEET:' FOR WOOD SEE SECTIONS ON SHEET 12 zar 3^ (Mit 04RA ,WEE WNd,E4) Bs. ' .Mom' I „ f 1 d IK 1RiMAwwM 1fN i l l i } i TOP I...{ i i F 8 i 1p t AAry,m+,Y VR +{ 1 I >q I i 1 i Fiv,T � i I I 3 1 ) k II , 5�1F I I , . ; T .w.�-,-.� i IT-1 1 dx¢ NIA s'FA,aI t 3 l)I I t a I ) �l 1 I i j j, 4TAVP: i B i I I S i jj A i _� l I d P 1 I f. I i -jr w, i , .r T A , ITr:A � 3" Mow, 1' y���^^�Q,, IR �..V R4l12 I 'i..,_ II10 !!i' t>ii.. MIA:'' I 1 I 'F OF Y i LIn F FOR 9 AGOHORS. rANCiIE SCHEDULE CIN SHEET - ,.. SEE. F{NC WOW �, SECTORS ON SHEET t2 { REAU,W SIM PANELS a ELEVATION ' 1 i ': SCALE 3/321 1/4' MAX CAP- ` i ,i ._..,_..�_ i ODIMM .. OMA/#1 1 WtiCE.E PAR WILLM it�t. 4 (Sir Ile MAt 0 aN SECTION (Tws.l am SCALE 3/32"1' . +111, N Ell Cn Ell Co OCD Ell U L O CLL Q O • Co -�' aiCn a� ---/ Ell Co U O ` c O o CU 3: co O -1. - CIO LL ,,- O Co � -� -0 N L Q, O L Q S2 Co CU 1) Z Z W J 00 N o I V '® W ® c v c c t-, C-4 m >4 C-4 m �N� cc N d CD Ci im 3 +- u m w 8w w -i.., L. (D ^) (1) i U) C6 0 L C/) i/L� irk U C- M O OL — L) '^ W LU Q Z Z Q J d SHEET NO. SH 1.0. m WALL _AND FLQQB MOUNTING. INS ALLAT10N EQR ..__�. SPIRIT PANELS. c 1" 1Mn WTti#EPi 1k wYF. c >J A/TeA vom E.. W. j 3 lie Wy SCAB: 1 ".1- All T 4 !- lets 1/4" Nor. Alta'A as Y 10 �, q 'LflrAN «��E NAi�iw7 0p N➢y.0 rise -TR4 e4 z � wt h yp�. ipY A f? !° tN4 MULLION -sY iffl�+a�.0 WHMfslas Mm MUIUDN REIR)R ED YM'. SPAN (FL) " 'RISE MULLION •' > 4'-6" TC S'-e" 2".a. 4' A 1/8" To w-lo- • TO sADO a$.0FOR tm.6ff"�P;i i,PRE55URE PAYUIO. 1;CJ1E 3J�r° NDTO MULL" CAN AM K INSTALLED W/O S10RM PANEL$ ON TOP OR SOTTOM SO WIT 6 1.MIED AT TOP DR 80VTOM OF DPZWO (DfA PAN0. LtPORND W/ TUBE TOP t OMNI ikWAU MN '" A 1 W SOALD 1/4" 1' WA1t lf_�19NfiN� DWALLATHIM - ALTEBNATIYE 2W Sc" 1' Il e a / 1. INSTALLATIONS ARE ONLY VALID FOR BUVLDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 ps.S: AND PANEL'S LENGTH UP TO 2" FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL M MOUNTINGS, CAN BE ANY .WAY TO SUIT ANY CONCRETE nMlbcmd" SHEET ' COMIXIETE moon (on smema 1ON mum comMICTE am P�FED#7U1�13 f iiON W AND NG Yt!!LI`IAtkIIt�E{tr �J�Ih13td�_ FLOOR. t1tfUNT1 fN5TAl1ATiON SECTION 1 SC"*3/6", I' - SECTIQN 2 SCALE; 3/8" - 1' �.I�F ;MaFSIS.SiTQBN ,RA9iE}, a,�rE;M1 r 5F et.TK#N . i; LIFE SAFELY STORM PANEL DAL') W LOCATED AS AN END PANEL (FJW OR LAST PANEL) DR AS AN INTERIM ANY PANEL WMTVN IN KrOM END PANELS� OR LIFE SAF£11' PANELS MAaY MAY NOT BE INSTALLED ADJACENT TO REDUIM PANELS DR W O REGULAR KS (W/ i TRAC ) Z LICE SWPEIY STDR�1 PANEL CONSISTS OF D,We GALYMIZED STEEL STORM PANEL AS PER CEIYPDHENT(y .. SHEET 2 Of ORAWRM. TIVS tSIRLICTUR�k. AiL{sM5 iTSEE? 7O 6E REN.DVEii OR BFSEAtLEO FROM THE INSIDE OF 3. LIFE SAFETY RmUIRES Tbp TRACK TO BE CDMPONENT 8,. BOTTOM TRACK TO AS PER S"W OAWWL OF O SRSR � RYAI ,�,,yy�iWTM CDMPANEfLT RE 1NSYALLEO L'F9,ODR MOUNTED PdH:LQVRNO SECTIONS 1 @, �,�4 2 ON THE ff, AS IS AS DETARS 1- Ae . ON SHEET 14. 4. Min. LENGTH FOR CDMPDNRLI�F' . MON. ANCHOR SPACR4 FOR P6NENi (I)ANCHORAGE AT BOTTOM IS GWEN`ON e SCHEDULES 1 & 2, SHEET 14, COMPONENT MAY BE PERMANENT 09 kEWWABLE -;* S, SEE DEIAa.S FOR Od5'TALJATION INTO WOOD FRAME IRRLGC'S NDR SNfET 15, 4 `. 0*. �FA S. SEE 'SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF SPACERSAT TRACKS INSTALLED ADAACELT AND BEYOND TO STUCCO/'wO00 BANDS. VIEW* C WND FL{10R Mi�UNTIN6 WALL A iiWR MOO& RiiG 1Nff&La= ALTERNATIVE LW JNsmulmms - AMHAM (SECTION AT 10P IS LIMITED TO +56.5 A.S.D. DESIGN ORE`'SSURE RATING) ap Axr sCKE 1/4` +� 1' fi ",°F+" an 19 caL :Non M MlW AllM11m _ t"IMAreu r jIADa i#SL3NTING 14 i�1 :1 i'FInN MGM .LAW mot wm1wi&"-4h *too is -rs�1• •; T ' A awj15 srr►rrlrrlN frrlrr'r�.rrRlrrlwirEwrlrr=rTrErurrr.rrlruTirrr Elul 1 �� ■�frrl��llrff�>t�rrlrllrir�r>fl�irlr�i wOE WCttm 1 4) 1�14 x N115 # I ALTERIVTE LOCATION i ....i ON M SAFEt•#° PANEL L.- " AREA W//NO LIFE SAFETY PANELS ''-..•.m,.�.-----` I WCATIOM (1F LIFE (SEE:, NOTE YBELOW) 1.0, REDULAR PANEaS W/ OR ;`.•-`_,'.°`.- .-_.^-+•• SAF'L•iY b:AztEt. ^-*J W/D REO1FLAft Tp1ACN s (SEE NOTE 1 '"""•-",•""'•' BID#*) Y LAST PANEL S�% TO BE #�TAII.ED IS s3016k-TY SAFE STORM OFE SAFLTY . R.AIA=L. DPERMG SNFLL. ALWAYS EE PNmwam wj REAR AIANOIE TD FACEJTATE TfCaiAa1ATNW1 S Ri1ENpFD OR REMOV€D FiMRI INSIDE ELEVATIQN 3 -l- T;�T /SCALE SI Rum ,) SECTION 2`-6 SCALE 3/32-++.1` MXIMUM A.S& DES[GN PRESSURE. TING.(RA*Ff. M12 CORRESPONDING mamum EMEL k "L." SCHEDULE (VALID; ONLY AMR E NASTAUATIDN.4 AS PER SECTIONS 1 rem io. AN SHEETS 4. 5 K 6) • MITI H wJ 1/4`11-I&W 9S, Ma. k *MIT 0 i WXCWm E FARDL INTO EXI,O, REIE • O CRETE 912Ea S"�j +( DrAt Dwm MY MR `P*=(Dh @. WAl1ATbFB AILS PER SWTWflS 'I 1HRU 7" eNT 94MM 4 A 5)RAM .. .AGw��4M$ifiy�"y5"."It ,CSC fT;ORfDA BUiLENfic CODE ffi h YriDclfY NMTY(Oan* Xrnr 2 D' #S emro TL1E[O, A 3* ; 20 GAGE GALVAMZE0 STEEL STORM PANELADRAWN ' ft s .�,.� GLOBAL PR4TECTiON PRODUCTS, tl.C. 'Q /XR/iDTD OA1E 4tyyf'�'fIL•'• 4� S,R. 31 aTREE, pr S ak rW. a+Aa nP w iFs+ "45. FF4Y,'tMMmee »Rr IO-f ]S NF �. sFWs3xnYA.Y .a � � 1� nRaAtAIa N. wkl[RC. P , pEYWRMUM AS.D. 36x, iENQTN Aser, -Fza Y•-a• DR cfss � 1J4' LwaM.Tca 1 TlNfli a e 7 43d.a -T2a y7-fi TD a` -a" MOF � 3J+` UN6a.Tm a Trdiu 9 k 7 a3Tfd, -T2A Aa-e' Ta 1,'-Z' w� a. ,Ja` • eapltai r -i84 12-A'+Nt li.s 3 #/2° • ���M $;. & k ,0 AMAA#UM AS.a, aESIQI ) mMltlfaAi' CN/CNaAb SPAhMD iWT €d . 3 1/Y •` ARPtIGBtf TO S:CRd6 f k CFy 1WCWY P t+� lAlNmL )3. 7TP-0� EiAd1m-M PANIaAMT[ FHNTE b PAMELYRE 0.aA 70 GOMSAEtE TO CANCRETi i ii3.MNCNETE A9 CCNCPEIE C 1G f7E.. 'C9N�1E MIA NIA 6" N/A. �! 1 (lEdi)- s' 8' NIA N/A d" 1 (eOTTa�} p' : N/A N/A NJA 6 NIA $' N/A $' M/A 2 i1�'i 1i 11/A. WA N/A $° M/A 3*..... N/A 2 +35,5. -71D A` NIA: N/4 W. tN NfA b' N/A 3 k 4 M1tgP7 T-ti On tE'B -. aX b" S' N/A 8" A' a" d• 3 (g411gMj A" N/A N/A NfA d' NjA d' N/A d` NIA 7 (TOP) §" S" w/k NfA � d" 4 k X .. NfA 'N/A 1/2' d t/4" 6 1/�" it t/A` d 1/4" SEE SNEEfa 1a k 1! FOR ANGi6R315M RATIONAL ANC#IOR SPAG185 A18C 1,tWW8# RSN1, IFIOINaEO W 9lR1E91A£ FLEE +HNl.�l#SS hMN &NINON - k SPAN iUA RIR#LAT4Ta6 trFN WOO FRAME IAIROREa. � p,90dNY AIR Rak:A1Fd ik4 liE S0#EOWL FOR EA. 1tS ANGiGAt SPAGNa m #RAt)PLi3lO 3PACMa 3#IOIN aRl SXIEOYtE SY. � 9i MICN�€.T Alk{S�li6. AII.IbI! 7TYK t/ije Wmsll 1f.41 G!'IM-011� 1J+i - ' #Ji'M F,/41 CAA.YI v i/4's.. sAlF1-NIT Imm. ANUIsa ,PIaN14 3 3 3 -3 s Tj1 3 MAA�ryWAyW -0.WMN �3 3 b A d d }TfA �• R®Wm rm (ii a. y a mla a tJA 4. 3 n AaRRE.m OGRE ErIe� IF. r y. aaq tRa - -)Aid A3 - y # T3tl -fq,1. m,aa 5 I i FOR N 7O tAAS3. EO 1 i i ED _.�_i I/4` LD.. a/$' LLWa..I Bll mm -` W/ t/i`a-2OAY IS, O3 r 6 1/4. MC- FOR ►NOEL L€WW UP 10 a=a• AND e 1/+" O,t FOR UmmIIS MP la 8'+t' Moe. txF' FNME' OR #14d1a FA &"TE fQ%IE Aa aW "muA,tE PL1i4 if 1E IA- CL R MTRC..1: ,' I;ORum�FfeaF x.+astRIO 1 ru�i1E'MFaR � ML LEYibT#LS LFa TD 8'-& Mmoi. t1tliEs I. INSWIATIONS ARE ONLY YALID FOR SWLDINGS WITH XS.O, DESIGN LOADS UP TQ �t5D.'S, -710 PSF AND PANEL'S LENGTH UP TO B`-$ 2. FOR NEVI WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 13E SOUSiiERN PINE NO, Z, W/ SPECIFIC MNSI Y OF 0,55 OR EQUAL NOS CAN BE TO SUIT ANY rah YAM 'MPa(M OF TEA -TONS G+LR'W' FANDMM£' FOWE a TVi#El m IA71S PRVAwt10 pulAs 10 GONlMF YE 001#tE O6 TO ww*m DREIE e� E 6 6 Y4NMUM PA7CEt, LFMtA14 "i` £tt1 $". N/A N/A NfA - d' N/A 8" H/A - $' N/A SS.D,. -770 9'. 7" 9` A' 9' 8' 9' 9`.. 1. 9" -.. 1 (BOTTOM) 3'-0" DR LESS ` N/A IVA WA.. 6" N/A a WA 6" N/A : 1 *.2 (T�) 9" 5' $" 7 1 2" s" 9` t 1301TOM ' +S8.0 =72.D NIA 6" N/A 6` A7/A 8" ?4/A ::1 ,t 2 (TOP) (BQ1T'4!A) YAYAf bel"ASO. pItFSStiCRE I wo r sA" !a: FEW YIP OF AYRF, em F KRa O r IA" Raw � OF ANA1T oNs t-1aAlafAUY PAHQE!,, oMTTO Lii#GTN 1 (ft) MGON - - +49.2 --01.5 y ,- i 1 2°' + 1/2" 2 (BOTTOM) 7`-6 OR LESS +S2.8 ^-66.0 3" ! 3" i' t tr` 2 ('9QTTDMtj i'-$" OR LESS'. 4^86.D -72„0 2 1I2' 2 1/2' 4` 11J2' 2.(80TtOM) i'-6"' OR LESS •+Ti6.D 72.0 2 1/2" 2 I/2' N/A. H/A +55.0 -72.4 N/A 'i N/A °�" [ 2 (BDPTOM) r-6' TO 8'-8" i i i j 1NTE7601t PANEL END PANEL scmDAE loft �IPTA�VIW� PF .. QUAIL NTINrA INSTALL&ION (AFEUCANLE TO SCHEDULE 2) MAXIMUM �F{ S R �tAFi8L3DEJSzFi_.IiE��dR.E_BIAtII��x �� L'� AND CORRESPf1NDING MAXIML 1lL PEE LENGTH "0 � KOULE 1Ae5soax 9!'A`TTLMGTIDNS I k 9 momaT m FOR rcs SAFFTv STORY PALM t1wiMY Aid aft a4p pM-Ettlnn(nFRt mEas� lbEar+). LbifOaWl +F4a: -12.d a'-e" a 3/4" wNa'A3[a SEE *W 1d FOR MOMM TYPE t 3PMM FOR #W*P AMRS INTO WOOD PRIME 9UAWC4. Aou" ANCHOR SPAGK'I ANa umAnw EtlCA: O64t'AMCS eN RANGAIELI ON t1m6 SOHTsuEE F1Rt•� f:D. LESS TOW R%YMW ON SCHfOIAE RFAUCE ANF314W SPACM ST PATIPRwC6 WACM 511bAt1 OH 9CFmu Be 1HE /D11DWM6 FAcra L4, FOR " amtoNN TD W passou REDUCES SPAom QTAMED U04 EAMON� SN4L W E LESS THAN MARTIN V"K, RIWCMfO FA13C ANCHOR TYPE ANalm FOR AT 1868IQ. , - 1/4'A IW. 1 1J4'A 1J4'If wlwrf a61 .: IMIWlfYi[ owl lC •AA41ANNi4a iRrl '3 3 3 d - J CmtARat a1mW e%) 3 3 3 1/3 3 is 4: !CITY. Eb.11 D8.4 Imam - - S - IAIm 3g AS PER SWTIONS 1 THRU 10, ON SHEETS 4, 6 3 8) MAXRYRE BMW FOR m . 3 i/'r - ASa0. w1RSIWN fiML'6N -: C TAP -Bid.. OILK-aN PANC"JE FEMALE, #la : ?AMRJAA1E PUJS 36U$.. BE7 stchD" 4 A w*wm PANEL Pf1ESSURE ""we (µyT,) To towlilETE '.. 1a�Rm elaWt T4 CONCRETE CON nm BLOCX TD CONCRETE 7E 11Enc N CW�1E � BLDCX 14 Gf�C"T TO O ATE:. ra wuN .NYY THEM LLNiifN 'Y` IlGI $' NIA N/A NIA 6" N/A 5' N/A 6" N/A N/A N/A I (TOP) 6' 4' NIA, N/A 8' it 8' 6'. Ir B' N/A N/A' T OWTOM) 6` N/A WA NfA 8" AlA 6' N/A 1. N/A NIA N/A 2 (TOP) 6'. WA N/A N/A S. N/A 5' Nlft 3' N/A NIA. N/A 2 (BQITOM) 5S,S. -7ZO 8' NIA N/A N/A. 6" N/A -- 8" N/A 6• N/A N/A NIA 3 $ 4 (TOP) >7"-�5"'FO W-r DR LESS Be I. N/A N/A 8":: 6' 8" B" ,6 N/A N/A 3 (BOTTOM) d'. N/A N/A.. N/A. 6" N/A 6" N/A 6" N/A N/A. N/A 7 tTOP) 6' 4" H/A N/A 6' $` 6' 8"- $" 6' N/A N/A 4 t 7 (BOTTOM) N/A N/A 12 1/2" 6 1/4" 12 1/r' 6 1/4' 8 1/4" 6 1/4' 6 1/4" 6 1/4' N/A N/A 5 i1'OP/W TOM) 60.0.. -6A3 N/A NIA 12 1/2- 6 1/4' 12 1/2' 6 1/4' 6 1/4' 6 Ile 6 1/4" $ Ile N/A NIA 6 (MP/WTtOM) ',r To T1'--2" 65.Q. -"72M f4/A N/A 6 1/4° N/A' fi 1/4' T�1/A 6 1/4" 6 1/4'- 6 1/4` `6 Ile M/A N/A B (TORRj'60TiOM) "-6` TO 11`--2" N/A N/A N/A N/A N/A. N/A., N/A N/A 5 Ile 6 t/4- 6 Ile 6 1/4' 8, 434 -48.0 e e N/A N/A N/A MIA N/A N/A S" 8" 6 )./4' 6 1/4- 9 (BOTTOM) LESS 6 4" N/A.. N/A N/A N/A N/A N/A $" S. 6 //4' $ II4" 9 (BOTTINA) 12'-4' OR LESS N/A N/A N/A NIA N/A N/A N/A N/A B 9/x• 6. 1/4• 6 1/4' 6 1/4" TO (BOTTOM) SEE SHEM TO, 11 AN 12 FOR ANCHOR'S TYPE t 3PACMG FOR NSMAIATXR#a MM WOOD FRAME SURa1NG. MM" A VACO AND MIMMUM EDW OWAIa ARE MDRATED WI TAB SCHMUIE. FOR M LESS TMM RaOcm ON SMAU REOLM ANDUIR SP,M:WG BY MaTPLYRRI $FACMO 5l1OYM ON S9IEDVIE Rr 1HE )IRUBVINO FACTORS, FOR i1AE O74RATMN TO BE PDM'WE. REDUCED S"i(&F.IG CSIAM 4MG FA W SMLL NYT BE LESS THIN W"M SP1CAla, `I(A10 f1Rt EACH AWHOR TYRE AT NlCM LEMO 7 4-•-• $A*.. - ._ F/4'A 1/4".FEW" i/PM _7/A_1 wccw B• 4P-w FILM CPNi+M 9MI6-iklf OAK Arno 0004 QA 3 3 3 - 3 9 tjX 1.. 4YWWRYlaXdT 4�'.t%Ex 6p..) 9 tAWA1 ibmce.6 WeNt $n,1 3 3 3 ,(X 3 1/2 4 3 m/2 AERIrL tTa. Qafi tRf'{FI i A ga T D w r t!m tAq - T= J43 - INSTALLATION 1 MILS FQR LAB W LSD A U INTQ MISTING WQOD STRUCTURESS r" . : I - y/,s ih1O k+V1ElMA1E PLUS -" _ 7-IQ P(MRWTE PLUSqli /14-i6 PAI,IET.�M7F PLUS r S -1/4" d.t, w/J 1 7/6" pp ;' -i $ il4' il.C. 14/ i 7/8' 1MtEADW PENETRATION TD ✓`"yR "°•. fi°RFADED PEHETR4TRlN TO WOdO '. w t3 £ THFWADED PENETRATION TO �+ / EXCITING WOOD WA88A. - iGRT1NG WOOD HEADER MEUU ) , E'XlSTIND wDa7 NEFDER r5 i i . I 4 Il A Ctc ae. a T/a- aa. . 2 6 I/ WOOD HEADER 1 w000 HEADER REWIRED So! 5o"= ON r LEE Bokwour of A 1 8 $fY S ACNE FIRS swA8W3aTN f FOR TN%4 i r WAK ._,-. ;P. LkRG1H -:'._, ....-t/4ti-2dxt" PANEL 114110 ,-�yf Ma%. RA!#k 4F.am ,!A -2Mt1" i5 3 ; (SEE MDT£ 1) �TfaY-bmn fF�s,.�. (SEE NOTE 1) &g;. i (5tE NOTE iS Y.F w/ T/AY I r, - e a,an owwv ; rEPERr aCYIAFi # t�l R I Box IOF IV r MAR I RS Ma-. wf. {''' I ja :.-- "wn+o/i�yNul�waslaR � TA+.•;tJs' � i EC } I e [ 12 1/2" D, ` `Litit ¢ I _.4 t ` I 1 4"F UAFi 3CNEW5 A 4 tt 2k4' w000 T7ATE ' {f 1� 2•%4' W040.? iJ v 1 I t . 21W wDDD t t ,- MtI. 3NREADETL 1'"-t ! . 14-10 PANEL11A1E PLUS . 1' 3 # REDU>km 1 a PENETRATION AT REW87E0 ,. I #. 8 1 4' , w/vTpN O$a REWRTW •, 1 ° MCDWIOIN OF PLATE k { L, * 1 y 6 A80 W�TN Oi PLATE SCREWS 6 4'"C. i i d i f _ i i ! i10. •.aGISCREWS WJ 4y'w Y j p SI „?,_t.., T)RiF D PLC/21 EOW TIN, . --i- �,hy.A- RfAIEt INSTAUAWN AT MOTH S -. $TILE 3/a-1° SCALE 3/4-1' I. INSTALLATIONS FOR A-T£RNATIVE$ f1W. 9W ,t IOW ONLY VALID FOR Ipililfitoo BUILDINGS W)TI# A"S.D. DESIGN LOAD$ UP i0 +43.8, -48.0 PA1. AND _aAAM PANEL'S LENGTH UP TO 12'-4" 2. FOR NEW WOOD FRAME CONSTRUCTION, (MOOD MEMBERS TO BE SOUTHERN �u "•" ' ���'r�,1�`�,(�^`�. f PINE NM -2. W/ SPECIFIC DENSITY OF 0•$0 OR EQUAL, FL()PADA BI ILOINO CODE h VelocityNuPFlcnno Tan6 NOT€ FDA ' RiNAt N OF i crL ,a N0. dt ,# a Arta aLtECO; a 20 "OE GALYAIRZED STEEL STORM PANEL ow" ST - * ; s-._.,..,. _ �* aTl9JlDIO TOP a BOTTOM Mowm GS CAN BE COMBINED IN ANY WAY TO SUIT ANY -cL -'- �r /► GLOBAL PI iTE00 $*. $141TPRODUCTS, U..�:. We INSTALLATION. - yO,i.•••. Fj i110 ._' i F 1M. 'MC.. alm Ss: s, sCxaET try {ry�,'-• ••< '{ NaS %., AN. aAacx a IaiAF. FNae: 7" Fm., (fa4)NM-vw 20-°-176 . (iso IAkr S1 NA rw..'�11AI An.#m. n .sAu a-�s 'suawena ar. Aae .r. Y. 'krHF f#ITN „E, SFµJ�46vAEfCATE Ckaaa6T1�•• P:t m e. -.. a. - ` ' slRfY 1R OF XA T LAD s a A• D.c. w/ TNT{! wyoD SrR�IU►�S I , Nam 'ro�Gw', "E»,R,+w" .1�tIN6 Y4 i � ry s 1 i 1 ' E% i 4Nih t �RNATIVE 1 ALTERNATIVE 2 MM,»/4•AaIM (SEE•j MIC1iNE d e {z�E�1AORs m -1 OCT OCT BC4LMIlE ON MttET 1A q tSE11.RCkI ) ED ED a y 5R �, i 4U Ea T ! ''� ` ,. s. 1 waa PLATE K REDO UA i 1.._ ,. f T ig k GHM1. ALT RNATiVE :� (V'E 4 R'V4 t/#'A. r�� 4COR t/3" I THREAml 1/4•LATS/8• Lahti Mi4a w/ _ tJ+'sA-sow` s3. Ys. a A" ae. OR- TFsRNATIYE W90���#�4I�1E CONDITIONS Ah#CHQR tf�AT10N5 ,Ji s� PAlhlINR iTIMLE n DR .�1 waAKaRtE PU6 r s' ae w 1 t/2" Lia . En » ro iwxxg - _ *I1P �- � 1. WALL MON ALTRNA/TIVE PLATE IiSi'ALLATItJN 111�`� MOVE: , 3TNi1FRTRADRs H,DT SlIORt P'oa pARffp 4114 p�T11t/ 1i()kif)A t)uiLf?!NO C(itdE Hi h VriaDN NtaFriFleDr XDne) y * ; 1 m c1Wa. R e 20 GAGE GALVANFZEO STEEL STORM PANEL A 1. INSTALLATIONS ARE ONLY VALID FOR BtXOWM W17i1 AS,D OESGN LaM>s' TIP TO +553, -72.A Pd AmA1 PANEU•S LEAWH UP TD Q'-tl". 2 FOR NEW waaD FINITE CbN^fi RUCINIk WaDD MDN RS TO SGUOwftlC ry S .0 JT � � ` ] 9 ••. f R14. .... ..Ti 4�F :n•'t...... r/i f mr Lt iF. PROTECTION PRODUCTSm LTG. mJ saw 48W St 51 STREET PRIE NE. +2 w( aPEC1FC DLNSIY OF O,aS OR E@W1 _. V J"r �y - rFFINN k Ca1/PANY AR. TIT. p: rm, wMA. A41m« R swM DAWN. R. 3M14 PNOePs (PsE3NH-73Ai W- L154),04.874T '✓m0--f 7p Ni1NiMt rwa.tamp ntticp �.P.ebY4An.uYr- Na P.E 9FIGASIWYaURE1pATE G-aaaeXl9 WN.NRA 1TLLi J¢. P.E " T-+u A, - 191E3T #A M3A ^�^yA ^W W W }p V �i L N O Q \.J cu Tot V � U C M Ca -O 0 L- Q N 0 LL- L Q) L (1S C.m? Syj V1 � AQM .� W W 1. 4m rev � SHEET NO. SH 1.1 III ...II - i,adr�i+.-nJ..� - i s - EGTtON A --A •.. .• S .. ,. �: _...A .fie i MAXIMUM A.S.D. RESIGN PRESSURE '- Max. PANEL LENGTH L Oft") MINIMUM SEPARATION PANEL RATING (p s C) (SEE SECTIONS). TO GLASS- CONDITION #55,0, -72.0 V-6" 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OE11ON #2 FOR LIFE SAFETY STORM PANEL SYSTEM 1 ffk_E=1NG WOOD STRU9j!JRES T .:.___. Ar L_ t q - wCpp iWAI}ER f' """• I:EADER ".'7EEOu wC �t�RAOER �mow' WOWt t ,,.,, �, ...r•. ; :� 'J; 'FLOC t 4'f 'fAPGON. a d" D.C.�J . ^f d' 1 4 b CAC, 1 Aii i d' O.C. t d s' a IAPCOPI TAPCtRA TAPCON JY O:C. `t t � M 1 ` t ' � /3 RL T OODDED -T,' 1 IMi. WOOD ED 1 2 YIA 7T01FACE0 um. �: / '°+ IiNE1RATKXI AT 1Wt� e P�iwmoN As WOOD � � t t } � /t i/2' iHAP�D 5 t FE71fiRATItlN AT W000 a I PEIIEIR,ATNIN a Ri10A I NFAOETi. ��� HFlAER. ✓ yt+ ,1' S , H51DER ,� � T, HFli1E'i 1 A 12' Y t r T 1 w ,� 3i2"9 i y mot-1-4 ) S I , ...% .. M A 1 a i M , 1 IF.X,tNO:: r*mSP1µxL Q -CD{j9 i 14&i. 1Rj3E "At LOW" am TEENt y I PANG. L _. � '�tAF • ... � ' (BEEF NITRE 1 mom i PANEL LD4GTIi i Nom 1. BELOW) ! E LENGTH f%WTNVrr ' aI i PANEL }I BELL W. ar , , I ,_ .� .--.. (SEE. NID(E ,. SELOWj D051SID Wry , � ` (SEE NOTE / 9i1. IitAAS SASS _- a i/4"w:'" � � c MS. W I NiTf _ I Wnal iAJT i r a Y E I j �TAPOON AL MN. 'MID.C:1V TIIR£A1 it3 I , 3 OED rE � IPElA:TRATON AT -yY T ' IMONECTH IW PLATE[S + i I r 3 d" . 9 I I I 4 I M t rz I t/4'a 2ir sJ'4 •s a1S wt _ v t 4's-z 4ss. +is w CONT. CONT. ti ._/ ! i - ✓ W WING NUT W3/ '{ ,. {' 'I 7 • Wa1D tA)T I 4:. 3 32' WINO :.%e r32' T Ttd'srr3/33` WttA Ten } KBHER 0121 C.C: ,1, I ' ?JJa / ( WISHER a 1R 41 ox- f i wAdR#iG (dETDNa) ti I i ;1 T(U't SYASFiER (SEYONJd) y I 4 1 1 4'6 TN'OON 0 e' D.C, j i' { {t}. / } - <.' i 4"P 7APCON' 0 VIAI % V'- I _ 1 4* TAPOON a !' IOC., 4 t {, T.'�fi/!i 1' $' Ai#±; FNWEWE`e ;•: {{ ?t SiA6GF'tlfD W/ STD) 1 r { I ADR7tWED W/ Ttw7 T Yq % iAF2gr AI" At IN MIDNIIOYH 1 ` } t 1/2' MR. i i ' [ hf PtAtF OF PLATE i {I Of PLATE "i i "WOOD PLATE i 1w PLATE WOOD PLATE {YACOD PLATE i1RED RED ��aL tdG�lt1�7L���+tJ� WALL ►•hula R ibALilN7tNii INSTALLATitIN TERNATtvE 7Aw o REGULAR PANEL ,9LT1 SCALE 31e.l* IL LIFE SAFM PANEL 'SCALE 3/8--t" SCALE 3/U <,' SfsLE 3/d` 1" Y►t(/j�9 ' G3 FLo eu Y � R1DA ILDING 000E Hi Yaloc NurritroTa ZcFta a&'t+15 DAL.. FOR BUILDINGS VVR4 A5,0. DFSaW WARG r6NA5 ARE VAUIC ALP To , m o PEF AtH1 PANELS LENGTH Ta s s tlLiEen 7Z aTH � .. COOTS , ac. Na= d ; * _ 20 CAGE GALS t( IZED STEEL stoRw PANEL DMANAN an 2. FOR NEW , W/ FRASPECIFIC C DENSITY ofF. m O MEMIE.RS'70 BE SWMFAN q Fall No, 2, W/ sPEGF G oFAlsnr of Dss Da FA1 N3 'Aw- a SS + GLOBAL PR4iECT1QN tNiOoItCTS, U.C. *Y-OT£ S' �'• Y'7. ! :. 1 �a i. �ls o TNc,s, s71te�F All +PmiAn`NN,a. PHOMI Fftt(16i -00-1 20-176 arrylJ rMA00lTis wcr Nan ,s.r ae . 11z 1/ !. - P,E §rbJ91WNYL4r10tTE aYAtiTFa A ,k.. P.£ m n-rNr. TRtt n # 26 C s (SCALE I/2„1 "). 'r---.-225D'' j , r . s ' for IOM- TAW. THICK HpEME¢;d^' 350tl°' 22A$' I 2-TOO" B�gS7' F' 24MMZED am EGG€ 3 .Ag• � i L 7' a TYP. t A�STM A-03 J (y.1 f , DMADE + ' 50 MPdML i MAX Ar EDGE,19FTAIL A - °. 4d.B' D-6D WLY; .�'-2.478^•--j ''Pso. (D,MRM EMEL z.aTu' REVERSED " h" TRACK CtQfj= 'U" TR CK � PANELS am UP~I� - - W/ "EmmEO COCK.`'' =- J �T$O•r D:Gd^ als ! CtAy f ISOMETRIC VIEW DETAIL A 2.D xi• ROUNDED CORNER O ENDS OF PANEL'S J -. :END LIP W/ HEMMED EDGE. (N.T.S) L-. .,,„..J (,-.. .125, '^2&1D0J i';IP•) s..-_�_.._.._/.----'"17LMakYf`'i�(ry' ��_�_��v-. "_MM®Wt��t:/dSYNt,iDtot]ILL^ I T/a WIDE awl -is Alum. AUOY YNIAAj� T§D' .ass' Rro•) �� � '•.`4 4416 TTARIpA BUILDING- CODE • Hi N VIeloolly Nu as Zone) '{ --- Ts°"� :Q Naaso wtua et j ATE OF 20 GAGE GALVM&n STEEL STORM PANEL anew V. 3' MOe3 ,• " ,ANGLE (►AIDw� GLOBAL PROTECTiON PRODUCTS, LLC• d'tu ,.�� x,,�y�� �M�� ^'LL a y AA ••..., yw �rw� �. >�IImILii(a,p,.�ttliDA..�- � � � R �/ NAL �A` V IMi, 4dIXl st 9t S(RE£T 1T' LONG Awt� tttLlR'fE5FW4 i xa AtIY iwA� n. 3}tv -NA{NYI 60633-15 MUTT. AL10Y +::: vI°i-r x'' 'p°�°�m �. ` - Ldw7aA-TROT, FAac LssakAa-Svc? 20-176 ::+Arsw. Nx n: w xa P.E. TI'A,/SIaNWUME✓IitTt* iiRGA°oc°7i,°v,. P,6 a1R£L 9Z AW 26 fir UPOO, ANC+nas a a )/}' TAPCW ANCHORS ird' T*CON NC-M O.C, DeAPOWRE6 tXRHDR�, RID � �= PAURFat CaND#�TE_ � �^ Tw,RARED � ' DP CY1t EttEE t OP C{ EiE - . SL WNCRE6E {{ DR W REQUIRED o. TaA1CK'REo1nRED BLOWt Rb31AtWC d IN.BGt REGlEO 1 •( LA4dtTNEltilwtEb a 'Los K ! is, oswuOtW is:. t^ 6el®,.ta ex ) �" mKAINt aR L. r L sa€T ,q { aNm ,p e142+ if} i f sm +st I s } _WASS I �m �... 1 `,=3�,� S tom^ �;� ` ' 6� " � >> ...�.�; In- �� � .~`' _.r� - d• 'MA/ wx y T/64, ! F t4Tx1i a e iIs'/>r3,/33� mk% Nut WA9hIER f t 612 IA. II.C, 1 ,r DTfYONO) T A 3132•. WING NUT 7 A 3/32' WING t i L issumm O 12 1/3':D,,C, t WAS40s (SEiOND) ' N7CHDflS t 4" TAB ANGNGRW } t/4' TR°DOtI ANCHCPS L i A: TAPCON 4 1/2N D.D. d (Sri W/ stuo) WACGM w/ stLm) a < tit"`oc _.... €•.__PouPfD-CONCRETE �..,._EOUREO CWICREtf ._r..EP 41 � EDaCN fE i !'- MDUliTING HLStAtI ATNSN wr►t a fwwRm to N wr LAM �,nr� i uvIn►� r i � DATE fi �, , A��Elf E� 0 U sa►FETt' r�l SCALE ^3/r'".„ I' SCALE 3/B"a•t" _. - SCALE 3/6'-t" SCALE SEE Ism is A 20 ng Almom "m rm .PD 1iU YKNS a + a " 7rrt.vvcm ,4 w mom SOUND 04 tAr uio2ut#'a"°ON 40oftown 0.) = � aeifEoiAE POR EA TwN UKw/Tm ON - rraFewt ,, s x 4i+ t7OVIDA 6UiLDING CODE (high Velocityoiutrfacing Znnt' StOKLt#.E RESUCE MN1TPa SP1GffiS dt' ft* O.N ; - "tktkTA. S✓c. Fat. wAsr,pn 2 eWr1 oN Awe ra lmae Wlceoll %i0. x 20 OWE GALYA NIZED L PANEL 8r r 4 FaLDWSIG TrDF FLY± tN s - * _ STEEL STORM Seem eT: pPrralicel m dE P RE9vc€d _...,.......' i/a' .a...: J6 A'k; ",PA4"kiC DBwNATA LAWIG FACPtR m' NOT 0 tl0'._.. , ''.. .. S" '()r • . *�nNlt+n.r. P c7/uJmm ,, •� yw GLOBAL RflTEGi�tNi PRODUCTS, LLD, w, Tel+dJ NSAINJNSFNCnIG twanAtTED 'S'Y ".#M INC. FDA .EAtTt Aa4Ydt Tt4C TILL ryas 9Lt19AALf s `A6 n- CT •. I't ."�^ Nap s,w. 5, sTINs a t/r 3stq�ACsg+ .,..- : t awl It_ m 20-176 s,s. 34 R" ]E4 a1rOrM aaEaar M1 AIM PNviiS (adgwea- 1 F:ai: (YNj®-d7YT N 1t},.. A� . Wr,� , PA/} IIN»N. w• : D� pI-1p, sa Y asq„ Naa, w 14F OawANa I1rc Ltt1MA�.E. dFAt/SiGNArtArE/w1s••, iTR A��JO°n 07i+ce;3 ,� - e 4 r A. • -. s A •: r C fm SCALE 3 111 ,. RNZAUAMNS ARE ONLY VAUD FOR SIW.DINGS V ITH AS,O. DESIGN LOADS UP TO i5&5. -T2.O PSF AND PANELS LENGTH UP TO W-r. 2. FOR HOW WOOD FR W CONSTRUCTION; WOOD MEANAS TO BE SOUTHERN PINE NO. J, w/ SPEC m Owa- OF 0.65 OR EIWAL. 3'/24 is¢ z saw I'/24* 4=1 6s r7 ON xAa , ( (SEE Timm I scI 60 % 'L? SEe sa 6 CH "er zB 'TYPICAL ELEVAMON. ES 2 + LAST PANELNEI � To sE AT WMIR ROt"MI�"t0f pLCtALLATi E-Z HANG SM 3 7D INETALiED 'FROM ROTE 3/3S a t of stR cnEiE /V Vol IMP 5j4" Awa DAP I aa.VW/ORw`1®•w if NOTES (tk . £ - 2. tAAtKL $TORN'PAND. SYSTEM CONSISTNO OF PANEL <. - %art}. 'TRACKS TOP dI TUCT1'OA1: (2) ,7,I1D PANk'AS S}NLL ALWAYS BE CONNEC1i0 TO $OTTOAt IRA" OTHERWISE A STOP OAR {{S% SkFdl. BE t+RDViDED AT TOP OF SUCH PANELS - (3), IF,DiD PANELS ARE OXUNNECTED 7a BOTTOM TRACK. CONNECT" .SMALL CONSIST OF 4 2 3+ ALS.W/ 7/8" 3" R1 4'' TH 2 D. 4 OAS ASn / A aA NUT 41A185Cd1EN'.. I . CA F JJ e/.T NTD TABDTfENI. TLNACiS L0 TON 17F ASIETiRS MAY E A. EITHER OF TWO i9TERKNT FLAT DES OF DAD PANEL. ' 4. CASE THAT D PANELS NOT- SO M () IN END ARE IXM»C7ED TTCTTa iRAOK Ora. R SikP BAN 6 ONLY USEb AT TOP) AT LEEAST TRY) PANffi,$ SHALL CONNECTED TO BOTTOM TRACK VS04 SPEC$ INDICATED Off NOTE (3 ABOVE. IN RICH ONI CONNECTION OF PATERS TO BOTTOM 'TRACK LAY OCCUR AT A4, PANEL LOCATION. (5). SEE 5EL`TION ,', 3' &.4' ON STEET 24, SEE ANCHOR SCHEDULE ON SHEET 2 ,:. ,tsT.Et ►3.�►+ TLYE LBW 31L.LIFE ,alPk°'IY cr PA NEL � L ..*=PALE 3--T " SOME 4w - t" '. 1/A' Mw. SAP II Nan OAPI':. t e SCA1E 3/54" + , (1)_ DDTMTON OF SFFRIFR 1606: E - Z KAM STORM PANEL SY.SFEM CONSISTING OF PANEL t TRICKS AT TOP & PNRLVA'If PLUS OR 15LOW AT BOTTOM W/ PANEL.WTES m END PANELS ViAu ALWAYS BE TkUNNECiPaD Ta SILL WALL at WEANS OF PAHELMATES" tyR, W USED NTLY Wl 1 S iONGTRACK AT BOTTOM, END PMIEIS WI UT OR I TO w�/ 1f4'a-2Dr3 # .S. WJ fi " 3/32" WI IBE »R T2DA3 Alm. TTRH RTO Ti1PPfA i�2 (EXCEE i wS DESCRIBED OTTi iNL1TE (E) OW) (3), FOR CASES WHEN END PANELS ARE USE JONHTLY W/ 15" L',DNG TRACT(=Q A7 . tTTOM BLdi M PANELS ARE NRT TO BDTT TiYACK f�3U nA STOP BAR d(j MiN.E BE PROVIDED AT TOP OF SUCH PANELS, (s). FOR WALUAiIONS w4EN END PANELS AND Sd4E PANELS AM AIRECILY MOUNTED TO E r=w. SILL WAR. BY 'MEfJNS OF PANS ONE "Ti PANEL MAY BE USED JOINTLY W TRACK ("2J A7, A WTRACK TO WA U., W/ TWO PAN4EI:FMTFS Y Wfj 5L1G1 pA)ALEM' iG6 YAANYMOW ,�T OF INTERIM INS�AU.F-D THEIR DVEFAAPS RETAINED By 8 IN INIQ t .-..e, a TAPCa4 AiiC"OR^.. - -.. .. jam TAPCON /NCHom a 9 D.D. POURONSLOCk� •ti P�£GUd'imi"CNC.REIC� ' i/r rj MID E.fi,P �' i i � ♦ 4 9 { I MA WW%TOOr, I. GLASS i I _ 1 s pI j ) r rw aN a 1 t i t , P � 2 - 14-10"s PAREtMATE pI.C'S x/ ...` f - i#-ioY PRNFIJNiE PLUS M!f. '0 . 9/32•.WWG NUC Wf*4NER '.TJti f 3/SS: W`M6 NUi WA R # a ,t4' OF (BEYOND) ._._ OROME �N SkCCN 4- REGULAR P u LliE SA6£iV FANEL SCALE 3/8'�t' -. ,AM�NM {iNTN SCALE 3/s'.T^ SLE StWiT iA ! Aa FOR STD ANCHORS % TYPE k - _ •,_� SPAtlNF ROIL elSDNJAS�115 WING SWsut ��� •'��(`jE�.C.+'. Z FRIME St NOW M. ma" awmm PW d 3 EuFAr FnatliftM 'dNtAar w'u�D a s a ND.441&7 _. 3:YiEdtAE FpR.£a.Li'ss TNN4 Ma7KN,1ED #1 R4.Nw1 •,*; .. FLORIDA BWL[IiNG CODE (High YelvoT : itMFricavta. Zane SpaaAF REWId ANCAIai SiVtafO sr. <.�InM iArA Oh} s S. Y/a - i ts.109 aie SPACM SHOWN 00 SitrDiAE _MXEa OK 39, �. 7ATC ,:�. tu?ctm aa. 2D GAGE GALVANIZED STEEL STORM'. PANEL er ENE FOLLwI TAA TORS FOR i as 110 ill f aT/Oe/Aoi6 o1NZNOXR+ m RE idle iTTo _.._ .: _,_ � ,t+ ORt �'^�, sPAaP� od'DLFreD il§@k FAOTDW sHw. aror z t -..' v... _. :�, �` •.,.,.. ._�..-- ... GLOBAL PROTECTION PRODUCTS, LLD. oe1� �.1 tIAOI ApNAetaR SPAGaiS TNOCATES irf ti +.. `� � '^�'i� tkOu &W. StsAAEIT FOR FRGt TYFE OrI tHMs SCHEOuLE ..v . �� , SOW _ Soil NAL ,. _ .r' ash, FL 1ffi1A tuuNNq A as iaA aaaa ANaAsA MIN F roNP: ios+lNw rSN sma Orr, ORANNO 5 4 - nA+w , iFiU rflI-Tura , tr, GaR m-mir aR r na=arre+ rs ms nay ORYYtl16 ILK P,E sEN.faOtlhroRitwlE� G-af10di111 WNTai ., by PAr , *saeo .. N - ^. sN1LT14 aT Ya GENERAL NOTIM VALID - SAID NIUM PANEL SYSTEM ' 1, E-2 HAND STORMPANEL SHOWN ON TNHS PRODUCT EVALUATION OOCUNEIAT (P,ED.) HAS BEENVERTFED FOR COMPLIANCE IN 8�1) MINIMUM EMBEDMENT TAPCON ANCHORS AND. PANELMAIE FEMALE IQ6 PANELATATE PLUS aTTO CDNGRFt'E ACGDRww wo THE 20020 (Tin EIln1ON) OF THE FLDRTDA �SUILDiNG COD£ BLOCK WALL BE 1 1/4': DESIGN WIND LOAM SWa BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, 8a2) MTNNW EMomMENT nF 1/4^e X 7/8` CilK-IN ANCHTRN.S SHAL1. t� t5 T/s' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 9Y 114E JURL4DICTON WHERE THESE SHLUTTERS YRUL. BE INSTALU£D AND NO EMBEDMENT WTO ANY FSBSH MATERW, SHALL TORS '. FOR A DIRECnDNAUrY FACTOR 1Od-O$5. USING ASCE 7-10 AND SHRILL tIOT EXCEED 114E MAXMIUM (AS.D.) 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL. BE LONG EN(RiCH U1JT ANY' FINISH ALA C C� t5}i iE7ATA1 T 0f1 RATINGS INDICATED ON SHEETS 25 38. PRESSURE TEO ,k ENGAGE 3 4` RNTD WHO"/ - 1N ORDER TO VERIFY THE ABOVE CONDITION, uLTIMATe DESIGN WIND LOADS DETERMINED PER RICE 7-18 SHAD. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOOS BY MULTIPLYING THEM BY O.5 IN ORDER TO &31 IN CAGE THAT PRECAST SRON£ OR PRECAST AU,NCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A.s.0) DESIGN PRESSURE RATINGS I0DATF6 ON SHEM 25 & M ANCHORS SIMt. BE IDMS 04WGN TO REACH THE MAN STRUCTURE SIDANDSIGH PANELS. AN`_'HORAG£ SHALL OF AS MENTIONED IN S,t) AND IN D.2), IN ORDEN TD YEIR THAT COMPONENTS AND ANCHORS ON 'OS8 P.£O. AS TESTED WERE HOT OVER STRESSED, A 33% UAOAfASE 14 AULaWA�E STRESS TOR WIND LOADS WAS M USED IN THEIR ANALYM.:PASTENERS- SPADING 70. WaLO 1A45 eEFtI DETERMINED IN ACCORDANCE WITH N:D_S. 2015, (C) ANCHORS Skki BE INSTALLED FOSSI.001I ALL OF THE RECOMMENDOTIONS AND 'SPEOIFTGTONS'OF THE ANCHOR'S MMTUFA€IVA R. P F- I AND E RESIST E97 STORM kNE'L'$ RDEOLlAOT OR IMPACT FATOi,t! ANCE lAkS B - VERIFIED M ACCDRDAttC W(M SECTION 1 8 E S2 OF THE ABOVE. MENn0NEO CODE AS PER FEMMIRATtON TESTING LABORATORt. TNC3 REPORT A' 2032, AS PROTOCOLS TAS-20% tt. IT SK41 � THE RESPONSEIRITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHER£ SHUTTER TAS-202 TAS•AR 8E ATTACHED TO INSURE PROPER FNCHCRAG£: THIS S4UiTER SHALL. ONLY •E ATTACHED TO CONCRETE• WACK 2. TINES S1'5iiM HCS BEEN OESONED TO BF 9NSTA#,LEC DN THE OL+'TSTOE OF THE OPEN4VFN ACCtaKi TFE OPENMO FROM •THE WOOD FRAME BUILOINGT. 3NSIOE W/O THE USE # A LADDER CR tITT. THIS APPUCATXX't 15 VAUD WHEN NNSYALW'RON 15 TNPENbED TO BE PERFYl1tMfD 12. TNti SNSTALLATXNI CONTRACTOR IS 76 BEM./CAL,LK ALL SHLITtE"It. C9MPOhit-t'€ EpCES WHICH REMNN iN CDNTtNUDt15 FROM IRE INSIDE OF STRUCTURE. WITH THE BWLDPNG TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRICKS ALL AROUND FULL 3, S1D21E5 1000 0WAUATION S APPLICABLE TIC SWU AND DOUBLE HUNG 5'iYIE K4DOWS WEN INSTALLATION IS: REQUIRED, TO 8E PERMRMEO FROM THE iNS,OE OF S"TITICTURe t3. 'STORM PANEL *WALIATION SH U- COMPLY WON SPECS INDICATED IN THIS ORAWIMG PLUS ANY BUILDING AND ZONING 4. SERIES 2000 WALLA7100 IS APPLICABLE TC SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN .REGULATIONS PROVIDED W THE JURISDICTION WHERE PERMIT IS APPLIED 10: PREIALIATION S REQUIRED TO DE PERFORMED THE IN OF STRUCTU 14. n FROM SIDE RE ATRIUM WINDOWS AND DOORS. RIG. E: - Z HANG STORM PANEL SYSTEM, IT PW3EFR' P!D'OAD. 5, ALL ALUMINUM EXTRUSIONS TO BE $083-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15.0) 'His PRODUCT EVAU„tIATTOH 00CUT=IENr (P £D,) PREPAtliED BY THIS END MR IS tEENERlC' AND ODES NDT T+ROVID'E 1NF10R66ATN7N FOR R SITE SPEC1flC PRO.MGT; i.a WHERE THE SUE CCNDtTOHS DEVIATE FROM THE P E.D. S. ALL N..UMiNUM SHEET METAL USED AT CL03tlt{ES SHALL HAVE 3t05-H14 P11DY. (b) CONTRACTOR TO BE RE*,sPONSIBLE FOR THE SaMION, PURCHASE AND INSTALLATION MLubm LIFE SAFETY OF 7. ALL STEM.. SHEET METAL PWDS SHALL NAVE STRUCIURAL DUALTY SHEET„ ASTM A-553 GRADE 50 Min.., QA1..VAMZED STEEL THS PROOVCT BASED ONTEA$ PLEA. PROVIDED HE/SRE ODES NOT DEWITE FROM THE CONDITIONS DETAILED. ON DESIGNATION W/Fy 8" Pei (AFTER ROLLED). THIS tOWMENT, CONSTRUCTION SAFETY ATSTE IS THE tONTRACTOR'S RESPONSISTUTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERFS OR CORROSION RESISTANT COATED CARBON STfEL AS PER DIN (t) THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED INVAU} IF MODIPIE1 5DD,8 W/ 50 Hsi STRENGTH i Y110.D £NGTH. AND 90 ka :ENSILE STRENGTH & SNWl COMPLYW/Ft.OR4i4: BUILDING Cain. SE 2a113:3.4 / GTLaI / SITE SPECIFIC PROJFGfS SMALL BE PREP AWHICH WILL ARID $Y FLORIDAREGBTERED ENGINEER OR (d ANSIBLE 9, BOLTS TO ASDa A -SDP GALVANI2E0 STEEL.. DR,N51 3O4.SERIES STA#t1UE55 STEEL; WITH 3d AN MINIMUM Yil1D, ST'RENGDI. BECOME T4tE ENGINEER OF REGaRC_(E,d,R.) F9#i THE PROJECT AND WtT,O WILL SE RESPONSIBLE FOR )IRE PROPER F M OF` THE P.£O. ENGINEER OF RECORD, AMINO' AS A DELI ENGINEER TO THE P,£0.. EN&NM, **ALL 10. ANCHORS TO WALL Shill BE AS F(GLWWS: SUBMIT TO THIS iAI-TER-THE SITE SPECaTC ORAWiNG$ NT)R REIAEW (a) THIS PJW; SHALL BEAR THE DAIS AND ORIGINAL SEAL AND SIGNATURE OF THE PNOFESSONAL D OiNEEA CF - tj'4 iAPCON WHOM AS MANUFACTURED V ITW. SULDEX, W,, (MIN. re.33197 Pa.;) RECORD THAT PREPARED, T - 1/F` W X T/8' CALK -AN ANCHORT= AS MANUPACITIRED BY DEWALT INC, (MIN- fv-3000 P_$.Q 10. STORM PANEL MANUFACTINIERS LABEL,. SHALL BE WIGIVE'D ON A AVOILY VT OLE LOCATKNN AT STORM PANEL SN - 114-10 PANSIMATE FEMALE ID a PANE2.i#M PLUS ANCHORS, AS MANUFAMNED 'tIY EL.CO CONSTRUCTION -PROOUi:TS. ACCORDANCE WITH SECTION 1709.93 OF FLORIDA OUILDING CODE, ONE LABEL. SHALL. BE PLACED MR EivEw OPENING, (Yc 3350 P.s.0 d,ASELM TO .COMPLY WITH SECTION 1701 OF 7i E FLORIDA BUILDING CDC£ A;1) MINIMUM CMINETMI OF TAPC'ON ANCHORS INTO POURED CONCRETE $KALL BE T S/4` AND T.' FOR PANELMATE FEMALE 0 & PA.NELMATE PLUS. A2) MINIMUM EM8EDARNT OF 1/4•`a X 1/-8- CAU(-tM ,ANCHORS SMALL. BE IS `i/r INTO GONCREi£ NO EMBEDMENT INTO, ANY FINISH RIATMAL SNAIL DE PERASTTED. . /4 S,CEWAU< ROLTS UBED SHALL BE LONG EMOOEH(SHOUL.D ANY FR40 MATEMAL EXIT??... TO ENGAGE 3/4' NN'AAiy ANCHORS, 1 S, tl A.3) IN CASE THAT PRIZ ST SPOKE, PRECRST CONCRETE PANELS. OR PAVERS BE. FOUND ON THE DOSHNG WALL OR PLOOR-ANCHM SHALL BE LONG TO T(D" THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE StW 1 BE AS NAND - s z ND.4416T tINtTacrc .s. D RD!X 8 7 GPMC.0 _ * _ " * ; - 1/4" w iAPCON ANCHORS AS MANUFACTURED BY L7W, BIALDEX. INC. FLORIDA BUILDING CODE LHIgh Velocity A MOOne, Ten" - 1/4 0 X 7/8- CALK -IN ANCHORS• AS MANUFAlC1URED BY DEWALT INC, QI pxI.) A'1 tmAx PIN.. _ O; AND PANEUMTE PLUS ANCHONSIAS,MANUFACTUREDBY ELCC CONSTAt1CTiElN' . °( ,„• 20 GAGE GALVAM?ED STEEL STORM PANEL. a 1uCf$ . yard, PRRDka (' f p.k. 0 �"e,`�` /"�GLOBAL PROTECTION PRODUCTS,U.C."'rser ONE V Q AMR•, 48M IV, e, $17100 s,A'i Purer: (se4 r %, a O Nlees-M, 20-7?6 P4iAr a Pao. •fAl6.. He, a PoW azT-eso P.£ sEN;/9116JAtUaFffM1E. r4-OQOaTta Oar. MSOons+ nII Na: WADER A Ni„ A.E. am , i I iaNEt III # s CNAi6TT *=we m wrsa66T[ . -6 ca 91w a 4 A �/�y aye `� " r--r c. w1 `j 1/i:- C SILT Y� `>" " 0� 4 l TAB' AAt, y g W W O M1 FA a41 # : t M�U�w wt coomm 4 Ewe. f t I �nWE 1513HU IRE j RAkA1tw1N4T tb aAvd i EE€ScaYmla.E i t!4 " , (T,GAED,IAE fib i .... yrN'MaONl4• IiI SFE SC,NWtE (i ,r•V-m��M��� �} F»YDROtt r i 9f i' a3 IL•••BiiR Wr. m miss. YYGGi ro SASS. i awN awnlw � EVFAr MI�AP i„J[ � � c,uuP t t , D4Rr aaAAP F � I I - I T 1 a ✓.�.f. rt,'r, ssEE ,i '.'r. 'f i : .,r />_+..�,• {1jT N i 6 . ✓ a B 'In s 1 NS. � CRI 1 t I 6ca�ac s I ". L3,3 L�^ri Ns 1 f ;3 OML OA i s r a uil4 w Ea, r , i "mod { v° Z, f/�• arq Mlkf. t7Miir�. 4' �! a?�+/ Ncae ,�sraaw5t�" Mixo -T 'L PEGIMIEo "t 1•a0u Aata= �.. Maa-wI as WKaBMF aOtL16€FlNI) r eT SGIFgAt r aL V: / Csa�i: M10AYtl I ! WALL IUiD t!ITT MDU RING 1N3Y.° WA. pt NAa P+A Comm" � bi $ a tr oc WALL aaaa�I Itist - 4+3 / 4 aR SCAiiSLUM 89 6Ec � f2A 10L OT aYs 4T SOP Ae M irN;N11iAN11AyA Exa4w.E(0 �y� wlN�rotMaes',z OR a*yQA,iJ J'+rA �!/N1 SEwEe La PE N A w 4N�i�ow 25. ty 9GKE -� � Hills Poll AWAWA 10N DF SINTION& NO. 44107 x � m 's - FLt3R104 BUILDING CODE Mi h Valoct 1iurllcane Zone LL `s' STATE OF T&MM W. 20 GAGE GALVAR= STEEL STORM PANEL FF. DETAIL 1 SCALE: 1/S' _' 1' 9a tRAAa a ypd#1 ENi ...•.o,. GLOBAL, PRomc-noN PRooUCTS, mc. LCQrIIc, .. NSYa5.515TRP#Y 1 as >h a * aa,N. FtArr: i a+ 'Fnln tas+kgo-dm 24-176 +Lae I SOIL Nvy-IeRN . rs = peei m-mr P.E. £A1�RARSiitII4TE alas waa.ra .a r DMYIlAT 1b: pA4.TER�A-.�Fit�.., r 4i-INf 4 � .. .. ,..» nLLef sN 2A ^f^ , (2)W6 , (W^ icn N _ co 0CD_ \- U L N Q- � O O .� V U c co 0 0 = 0 Q O Q) O tL _0^�^'' W _p Q F--0._U) co40 Z J t C Q U CD > W ® c G" 9- a m c.> �3 ,y W GO N N C9 Q CV W Q. d M , o CL' ' � 49 C7 � GA i > C 47 4O a sx f/f O !e i= OO O 4:L w Q Z z Q J d SHEET N0, SH 1.2 .6.1me-Mr _;Mrl I MINIMUM w— m. APmSTG +58.0. -75J IV OR LESS - I 9/46. BDLTW V. T. Y� I'm, 2.,W s, :CAN +1=. -75.3 70' DR LEM 1 2 716l 1 a 4"W WNGNUT AT WMAP SO 4OX OF PANEL LENGTH PRESSURE RATING MQ** ANCOORS SPACING FOR E. D, - 3 APAUGOINUt TO AV OF THEM PAWL LENGTH V (w) TAPODW ONX-M FANVJAATT fVMALE C PANELWITE PLUS To WWFETE 10 cohom To CONCRETE TO CONCRETE BLOW m c=m IM CONCRETE 12' JNIA 2. 10 N/A 12 M/A le 010A, V STOP) To, 3" 51 e I' BOTTOM 2000 + 12* 3. 12' 51 1. 1. 1. 6" BOTTOM) N/A N/A N/A NfA R/A N/A 12 1/2" 2. fearilto) 7T -n.3 r N/,k IS 1/2 N/A 4 1/2 N/A., "n. N/A 31 (Tw) OR LESS ir N/A 12* N/A V Ile N/A 9 1/2- NIA X (BOTTOM) 12' N# A I M NA / 4- 12' 1. Ir 9 lIr 12. it* 12- 11- 4 IEZ) * LIMITED TO 0&0 Pt. A&D. DES" PRESSI RAII a SEE SHEET 25 FOR ANDHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD =9= SPA61115 AND VANUM CODE OWN" ARE 101OCIVIE, OR IM WmAE. MR Em LESS THAN INDICATED ON swo" REDUCE ANCHOR: SPACING BY MULTIRLYI SPACING SHOWN ON SOME XAS BYVHE FOLL0014 FACIM FOR THIS := TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SNI MCK I $41041M SPACM INDICATED FOR EACH ANCHOR TYPE AT a LM wCo Art MNBAW PIA cg s-4" Yea. mmom VACW 3 3 J 91/2 u1MaaYAe� low-ft *4 v 3 3 Li,nn4 0-4 ag -4 'vi 3 ul omw CA !m KVRRt Ram IN + REQUIRES Ma*, DISTANCE BETWEEN BOTTOM OF PANEL AND 0 TO BE, 1/2' Iv Mom, REQUIRES M DISTANCE BETWEEN B=*M OF PANEL K, Amo 0 TO 3/ir 9 ++ 1/1- 1- COMPONENTS EQR REGULAR, UEE SAFETY A E—Z 11AMG STORM PANEL =EMS (SCALE 1/2-1) 2v CWAL 1/410-200/e 0TWIVIA: WmTwtl-- &S_ SM M%= Z7 ARQUE * a 1/4, Ise-It 12 lIr VA 1 - j io, Boo .250 01024�AZED MIN. TH" IA 71' I HEOM CAIMMSTEEL . 24 w, EDGE . �w. C-60CNN .J OETAIL A L a).350' ffm PIwf1 MAIL A PANELS; SHOU, a TWISTNUM Amys 2,3w-, FROM LEFT TO MOW W/ vz- LED 'r BACK ANGLE MM SIM At END AT LEFT SCE OF FMOL Tfpmm EDGE: 0.024* (00 GALWAIZED STEEL, Away AV VP ".as, r* 0m, GO P. 1467- 9.623' sum. I OR va- ISUMLC YIEW 2EIA" 0 CORNER 0 ENDS OF PAREL'S -7t2v IROUNICED END UP W/ iFumut rom —2.3787---n r-L--r7_,;LE OF PRIEL W HOU EMU Sm SHEET 6 FOR ADDITONk LAITTO10"6 I SLEM LOICT" IS I ONLYNALE, FOR *WALLATOMS 11410 2 1 /-A WOOD STAOCTURES 1250- MAX, LEHM 3,7* ",a . 0 W 7- 250 SO Imp.) "U' W-4DER --r MR. To 51 ANGLE @ PAM HANGER'po"I "NAM %NILVAM A. T A k mom 0 1 X (LII FOR E-Z HANG WOW PANEL SIT` '275* SYSTEN) 6063-115 ALUM, ALOY FLORIDA BUILDING CDHu 1-125, 41500 BUDOE LNon Not, Velocity ft cons Zan*) -wN 0 � MIN 0 t2oho outm W_ Z4 QACE CALVAMM STEEL SIDRM PAW flp. TOO" Im COBS L.j.!qO MTE Of 1 .2W SEE SECTIONS— u PmCm Lm. 0127/on 2 MIN. _11LIECOme. GLOM PROTECT" am-, .0w &W, 51 5111m3 twmomm -175 20 kow, PHONE, No, O"Am"m @ @ �E�GNUT 1 -.1 0-- N mim I — 0"" IN, RE SE41fte"OUREmn voum A, ww V= AME Ilimaj-.-z 2 OF Ie INSTALL09N DETAILS EQR REGULAR PANEL t13 INTO POMED WHOM 'JURES ALTERNATE CONCRETE ANCHORS LOCATION -ZiEE SCHEDULE ON q_F_1 CmRm AumfoRS_ Ism SCIIW� ON _ OUSTING POURED CONC SHEETS a THROUGH IQ) C BLOCKwm* SHEETS 9 THROUGH 10 OR CONCRETE BLOCK REQUIRED TIANATE LEC CONCRETE ANCHORS EXISTING POURED OCATM SCHEDULE CONCRETE RISOVIII gE, EE l/,V F jw. CONCRETE A"CHCRk__t__ (sm SC14FZLU 0.. SHEETS 9 THROUGH 1011 PANEL LENGTH 01D4A(SCHEDULE 31, E.D.SEE Pit ON SWEET 3 ut", SEPARATION & FoRgw TO GLASS. ON SHEETS IC INGE $OHEDULE 1/4% �1' On FOR PANEL TO SCH TO aLk5577 BHEU 3) jn=v STAGER0, T_ v M -1 :0 V LJAEM ECHEDSILE RAL OCR ON SHEET 31 t -_ (SEE SwET -1, 43N SHE3)EDUVE SEPARATION CLASS ON 61VET 3) I OF v OF V I MI J L t I CONCRETE ANC} CONCRETE ANCHORS EXISTINKt (SEE LE ON 1-MV1907Z JDTL 2 p/O' ONO MAX "MINUM WiMCRETE'a, , 0111 g OF WALL OR SLAB IIIH 10) US �H SPACERS 0 6 1/4- (L-- VALID FM REQUIRED CONDITION) 039r" PCUREO CONCRETE ALL VES*N LOADS AND PANEL CONCRETE BLOCK EXISTING POURM I UENGTHIS PER SHEET 3. OR CONCRETE MAN' i SPACM CONCRETEANCHOms REQUIRED. REQUIRED, 1* "; MAX- V VIV TABLE 111 00 m4em 9 & I aj IN ILQ-OLU 0pg"NQ MHMjj,jDI8ECT 114111 W/SPAC 11.0fug 1 40 .... ... f FLOMMMI BUILDING CODE �q2tn 0I velocitwy Hur Gone ZOn4) vim 44167 24 GASE GALVANIZED Sm STORM Pom am" W. hatE fm WAINM _Cf SEMOR5, E.D. MORE DISTANCE STATE 0 T, TV-.0 0 10 . OLOM PROTECTION PRODUCTS, WC. DATE, 4wLm Symu fSEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE IN= m6moor.2 =14 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY To SLUT ANY .. ...... 414011111 W)SWI-11I FIX W)MI INSTALLATION. Pik % g OF To INSIALLAIIQN DUAIL$ F_QR..SE61ES_ 202Q & 1Q00 E—Z HANG MRM EANEL OD INIQ EX1.0mg WQQQ MUM= 114'0 LA; SCIRS" 0 11/2" Aim. TM�AQ.O 11N1T10i MSS 2w wow a s* O.c_ W/ To amm wow Hum Fu PIMENOTION ON Sam IT wlwm4 C.4, 140'10s. ek VIVO Oro T as LAG SCASM a 5- ogwv .jr TRUSS- 7 vv � ,0ETRM" DETAIL 1/24 A I , _ �a_ TO EXISTING X "o r4mjfdlvv =�� NOTE 1A oubm) PEA m SERIES 2F Do �P" w SO 0 111 )"I (T 2L' WOOD � IF ANT 29VIRM 0044 W" AS,% DESIGN kPAbs A", 1� VZ MM UP k Fall NEW FINE ALTO} =7:20 To HE sova"N Np."ww"I= TOP 3 =v[:ZCHE cw IN MY WY= SIN= PANrLS(b 999M3V= Atlw-ALNMQM VAT14 TRACKS tM OR rigN. MAXIMUM PANEL LENM '(L+o OR *L-' (ft.) 9 - MMUMW U3 DESIGN PRE"r Ram Ti dR INSTALLATIONS II "a IF*4- it'_B* JO-0 Ir-s. - Io,-$- J" 40.0--7-4v- to, -In' to'-Ol 410 SI 1-1. Sao Lo r-F sue ar-o- r-4^ TAD no 7`�' 4r 1. lag 01-** 61-r S&O $I-#* Ir-1. ,w.o a r,—r faro s'-31 Itao Tr" V-s" Ima IT AS Too A? 90110m. SAM ON - I- ot SHOW FAR DIRECT MOUNTED At EACH 12 I/r GIC MAXIMUM PANEL LENGTH "L+" OR L-" (ft.) 0 IrAXRiUfA A.S.O. D VREMRE RAM ("A) (4 VT -) 20.v 1 1 CONCRETE & WOOD INSTALLATIONS t 1w_ I 11 ie-s' I-] MAP fr-TO1 Ro To. s,-r 460 01-1" 01-r $0.0 X-r 1-1. Sao 'r-A. 6-8 Sao r-e a' -A* ft - see MAD to" S'-r* Ioso UNIMUR SEPARATION 10 GLASS SVADULV MAXIMUM PANEL UIOIGIWI Arm SPEED 4 170 nl ph WIND SPEED, > ae #,P.h RESTRAINM UNRIESIRUNED RESTRAINED 30 OR LESS 1. 1" a I/V >n TV to I. 1' 7 I/V_ 7 I"r TO, 145 7 11r 7 1/2- sfTD 31 Be Iri 1; fffmw*T;w_wej1N 1z W1.1117 k ( I Zewofelj Z I NJ ItIol . . . . . . . . . . . . . . WWW NOTE I& SCUM SCREWS a w THREADED PEEIEtRAT ON, ro ww III 0-t W/ TIr W.. PBVWM VOSM WOOD HSOQISR, me ms; 2 Am 0 1 Ole, of W OCIAR. 1121 A 20 GAGE CAL YANIZED STEEL STORY PANEL .11'. I .ORAL PROTECTION PRODUCTS, U.C. *W111ir f"IONIC, f re,A. K-1 mu)""797 1/4, 3/4 4/5 5/5 & 6/5 '4 IW/6, 3W17 & 4W/7 SHEETS 0, ANCHM (SEE SCHEDULE ON to'ki 1) 3' MAX' ir T-70�1_ r 1 kK it 41 - SE AS.. CTLOTdC (SEE SECTIONS A$ APPLICABLE) I IIG- @ br@ NO L___73: VAX I' JOIN. +;/4, 2/4 WIS. 2W/$3 3WJ7 & 4WJI L (SEE SCHEDULE ON SMM$ 0. 10 REOULAR 51QRM PANEL (1) ELEVATLON NJ.S� U GAP 10-44167 P_% ITAtE OF Z SECTION A. —A N.T.S. PANEL LISISIN 'T +* FROM St RPM LENGTH 1,;FRQM S 1 jaw* ouvwxon PANEL 24 CAM GALVANIZED STEEL STORM PANEL I — 0%'1POODUCMLOB&tNP 20-175 OPA"a ". 114ST NLL M ALUTtON DffAiL� Fos ftEguLAR 1810 WOAD SIRMURES ��FTTNI'V_77 TO GLAM wow ANCHORS Its SCHm= ON -um SCHEDULE a ON W-Er 3) 4 SHEET 11) 4 Exenw-1 PANEL LENGTH GLASS WOOD ANCHORS (SEE SCHEDULE I= SCHEDULE ON.1ON SHEET 1j_FOR 1 SHEET , SPACER ,hd -01 or Ir MAIL WOOD HEADER. ED i f ED I I' AFAR. LONG ALUMINUM SPACERS 0 12 1/2* O.C. ME TABLE 01 ON SHEET ll.) 1 MIA, SEE NOTE - MOW FOR LIMITATIONS FOR I 4Ax MMT5, 5 v 1 1/2- Low I v Mcx, i 70 CLASS, PANEL J.MN I PANEL ILD41)i (SEE SCHEDULE I (su SCHEDULE {SEE SCHEDULE I am SHEET 3) _PAREL MATE FEMALE 0 OR PARM MATE I ON SHEET a) ON SHEET 3) PLUS (SEE SCHEDULE ON SHEET 11) 21xe WOOD EMnNO PtAlt $EE SCHEDU� WOURED' MOUNT SUM 6A ON SHEET 3) DIUM NJ tn JIF-11 SCALE 3/StI 56% i 0 V2 1/2' 0.0� SEE TABLE A1ON SHEET 11 MR MAX, PANEL LENGTHS 0 DESIGN LOADS FOR INS INSTALLATION. OF V V WOCIO ANCHORS STAGOEFIED W/ MUD L (SEE 1ICHEUE ON WIDER IM MY W 1 RD 1/2* LONr'. 2*.4' WOOD *mm ROOM (YRW 0 A RISTRICTIOW FROW ANY mm cummemy Doom OR &AMA sNmT 11). PLATE KQWWD- AM ANCHORS I nm To qASs iI 2"X4, sim"m W/ SWE, RATE REOUIPID t4 AMCHORR COW TIM OWGMRTT M VIAMOL, WR FSAME ID OR WI 0, ,,a, to FLUID VOIAZ, SPAM 440" AT # A/0 0 (SEE scmsjtx, ON SONG 06 THE FOLLOWING MIV�WeAAr bow= wft III fir QLG� '"Afma wa PFORK is "j, W. 24 Pa PANEL UPOTH IS LIMITED TV W AT ART "M IS III WIDER AAASL MONTHS ALLOW ON 40 S Am" LOOM is I w AMR" WA W" MoutLTmew % oS= AS U313�M 04 2A HE ONLY WALL UW" SCAM 3/8-11VOID 3 Ali VVFVNREV Be ASTM ODDF_ (71h EDITION) OF THE E400114% SCALE 3^11' :!�,*Kymwo auum Tf ............ v0k �.v FLOR BUILDING CODE (Nort WgIvVeloafty Nu Cons zon0i 1, INSTALLAMON ARE ONLY VAUD FOR MAXA.S.O. Amw numa. w- 4107 24 111 GALVANIZED STEEL STORM PMEL DESIGN PRESSURE RATING (ps.f) AND PANEL LENGTHS 07/0/m TOP ,& BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ALTERNATE 2W') ATE coMMNED,JR ANY WAY TO SL9T Aw ST rlmf C 0 GLOUL PROTECTION PRODUCTS, Uc. INS'rALLATION, tiRli}* 2. FOR NEW WOOD FRAME CONSTRUCTION: WOODsxiA ikEV_&_JW Nur. 20-175 sHn TO BE SOUTHERN PINE No z w/ speciric I MEMBERS — - i_�! ;_ i DENSITY OF 0.55 OR EQUAL.ck-ou"IM, !m.1 — 11 "M 9ENEM- NQ= PANEL IIS cc) =4�v DOCUMENT (REM) HAS BEEN YEWED FOR COMPLIANCE W ACCORDANCE W INC TORN INSTALLED WITH THE 2020 (1th EDITION) OF THE FLORIDA BUILINNO CODE THIS S PANEL SHALL NOT BE INST 0 AT HIGH PLUS ANCHORS, AS MANUFACTURED Or ELCO CONSTRUCTOR PRODUCTS,. M.00ITY HURRICANE ZONES (MIAMI-DAIS / ORDWARD COUNTIES). - 1/4-0 LAG SCREWS PER N.O.S. DESON WIND LOADS SHALL BE DETERMINED AS PER SECTION 109 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/1 Wo . 518` WOOD BUSHING. AS DISTRIBUTED By ALL. POINT SCREW, BOLT & SPECIALTY CO. SPEED AS AEOURISED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIREC1101I VACTOR KO-01:4MG CE T-16 AND SHALL, NO EXCEED THE MAXIMUM tk2LMj OESIGH. PRESSURE RA71THOS INDICATED ON SFILM C 1) MINIMUM WEADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 llr •AND 2' FOR ELM PANeLMATE PLUS AS T 0 12 & 17, 16, AND Pmf;uvjx FEMALE MI. IN ORDER TO VERW THE ABOVE CONDITION, U094ATE DEMM WIND LOADS DETERMINED PER ASCE 1-16 SHALL BE FWST REDUCED TO ASO. DESIGN PRESSURE RKnNG BY MULTIPLYING THEM By 0-6 IN ORDER TO COMPARE THESE W( MAX. C-2) MINIMUM THREADED PENETRATION OF LAG SCREW, IWO THE WOW FRAME UNIT SMALL BE 1 11`2', NO THREADED OEM PRESSURE RATINGS 0101CATIEP ON SHEETS 1 9 THRU 12 * 17. 1& PENETRATION INTO STuCCO SHALL SE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, IN ORDER To VERIFY THAT ANCHORS ON THIS P_EO� AS TEM WERE NOT OVER STRESSED A = INCREASE tN ALL $11TESS FOR WIND LOAM WAS b= LISEP IN 'THEIR ANAJYM FASTENERS SPACING TO WOOD HAS BEEN OMRIONED IN C,3) 44NIWJM EWE DISTW= OF LAG SCREWS, INTO WOOD SMALL K AS INDIONTED IN IS DRAWING ACCORDANCE WITH N.D_�, 2018. STORM PANELS ADEQUACY FOR IMPACT 40 WHO RESISTANCE HAS OEM VERWIFID, IN ACCORDANCE WIN SECTION 1609.1-2 OF GA) MINIMUM PENETRATION Of WOW HUSHING SK&41 BE SA".1/4' 0-20 SCREWS USED SHALL BE I 112" LONG MINIMUM SHOULD STUCCO ERTST, AND I' MINIMUM FOR WALLS WITH NO STUCCO, THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FOROA RGI W4,01-01 AND 1:0219,02-061, AS PER sm tt-09 & AM E 330-02 STANDARDS, AND AMERICAN TESTING 1AR SOUTH FLORIDA RMW 1111123-01-10 AS PER a5) IN GAsr THAT PRECASY SICINE, OR PREGASr COIKRETE PAND.S, STUCCO OR WOW SOAKS BE FOUND ON THE EXISTING TAS-2o1 AND TAMYOCULs, AND As PER CALCULATIONS PERFORMED 4N ACCORDANCE W,' SECTION IS" Of THE WALL, ARCAM SHALL BE LONG ENOUGH To REACH THE WAN STRUCTURE BEHIND SUCH PANELS. FLORIDA II CODE ANCHORAGE SHALL SEAS MENTIONED IN CA), C,2) & C-4) 2, ALL ALUMINUM EXTRUSIONS 10 BE 600-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED, SEE SHEET 2 (C) ANCHORS SHALT BE INSTALi�. FOLLOWING ALL OF THE ROMMMENVATIOM AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. 14AVE 3H]S-1114 ALLOY. a PRNW MAYALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALUITION DETAILS SHOWN OR5ECTION I THROUGH 6 (SIFETS 4 4. ALL SIM SHEET METAL PANELS SK41 HOE STRUCTURAL DUAL" STEEL "STU A-653GRADE 60 MINMUN, 0-60, WVANIrO IHAQUGH 5) EXCEPT 'NAT HEADERS 0 & (D SHAM NO BE USM STEEL DESIOfM1ION W/rr 92.2 RW (AMR ROLLED): V. !T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VO4FY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO WSURE PROPER ANCHORAGE THIS SHUTTER SHAD_ ONLY BE ATTACHED TO COMMM V_QCX OR wow FRAME 5. ALL:SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON BUILDINGS. 50018 W1 50 "1 "aff STRINM AND 40 ki TENSILE MWNM AND SKILL. COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. Ia. EAW RECUIAR STORM PANEL WMI JLENOIHS OVER W, AS PER SECTION'S 1, Z 4. S. 6 AND ALYCRKOWS JW, SW & 4W ON SHEETS 4, 3, 6 A, 7 HAVE AOLECISLE AND READILY VISIBLE MARKING WISMUCTINQ OWNER 09 TENANT TO Z�ICTTIIGIY 6. BOLTS TO BE ASTIA A-307 GALVANIZED STED, OR AIR 304 SERIES SIAMESS STEEL WITH 36 k-i MINIMUM YIELD STROICTHL SECURE PANELS WITH . I= USING PERIODS OF HURRICANE WARNING 7. ANCHORS TO WALL SHALL US AS FOLLOWS I I, THE INSTALLATION CONTRACTOR IS TO SEALAMAX ALI, SHUTTER COMPONENT EDGES W4C" REMAIN IN CONTINUOUS tMACT WON THE VALONa, M PREVENT VRK/RMN 4MUSION. 1/*-# TAPOON ANCHIM AS MANUFACTURED BY I.T^ BUILM. INC. ro-3192 P-0 12- STORM PANEL 94%ALLATION SHALL COMPLY WITH SPECS INDICATtD IN THIS D"NC PLUS My BUILDING AND 20HAR, RECLILAITIORS 1/4' 6 x 7/8' CALK -IN ANCHORS, AS MANUFACTURED By OEWALT Na PRWEED BY W jUkJSG$Cf WHERE POW IS APPUED Tat I SP 3/4' SGUC-SET AWHORS, AS D"MffW BY ALL POINT SCREW, MIT & ECI&TY CO, IJ� (0) THIS PRODUCT FVALUATf" DOCUMENT (P,C9J PREPARED W, THIS ENGINEER IS MNMC AND DOES HOT PROMO]:' INFOWATON t/14'0". M"_ -SOQQ "a�) ji4_16 PANELMAT , E FEMALE ID & VANELVATIE PLUS ANC-40ft, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A $In SPECIFIC PREMEM �0, WHERE THE SM CONDMONS DEVIATE FROM THE PZO, Ile# ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY DEWALT, 01C. (b) CONTRACTOR 70 K RESPONSIBLE FOR THE SELECTION, PURCHASE AND OWALLA11ON INCLUDING LIFE SAFETY Of THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE NOT DElIATE FROM THE CONDITIONS DETAILED ON PITS DOCUMENT- SAFETY AT SITE IS X'JCR�S RVA-ONSISUTY, ,A 1) MINIMUM EMBEDMENT OF TAPCON ANCHOR$ WID POURED CONCRETE SHALL BE 1 1/4"; V FOR ELCO PARELMATE AND CONSITE Do= 1 314- FOR ZAMAC NALIN AKOHORS. (c) THIS PRODUCT EVALUATION DOCUMENT Wilt BE "SIOERW INI IF MODWNED. A.2) CALK -IN & SOLKI-SET ANCHORS $HALL HE EMBEDDED 1/8* INTO THE POURED CONCRETE NO EMBEDMENT KID SIUCCO SHALL BE PERMITTED. I/e 0-20 SCREWS USED SHALL BE I I/V LOW MINIMUM SHOULD STUCCO --AW, (d) SITE SPEOM PROJECTS $HALL BE PREPARED BY FLORIDA REGISTERED ENGINEER OR MMKITTECT WHICH WILL BECOME THE j RECORO, (EID.R.&FOR THE PROJECT AND WHO WILL BE RESPON& AND I' MINIMUM " WALLS WITH NO SIVM, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O READ. ENGINEER 'OLE FOR THE PRO To THE BUY WITH WING RUTS. OF THE P1,,G, VANEER OF RECORD, ACTING AS A DELEGATED ENGINEER P,f-a ENMOER, VW! SUBMIT To TINS LATTER THE SITE SPECIFIC DRAWINGS FOR REOFW. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS RE FOUND ON TTIE DUSTING WALL OR FLOOR. ANCHORS SMALL BE LONG 04"t TO REACH THE MAIN STRUCTURE BERM SUC} PANELS- (.) INS PF_VL SHALL VAR THE DAM AND ORIGINAL SEAL AND SIGNATURE OF THE PROFV5540fM ANCHORAGE SHALL BE AS MENTIONED N AI) AND IN &2). ENGINEER OF RECORD THAT PREPARED n. 14. SHUTIM MANUFACTURER`$ LABEL SH"'BE LOCATED ON A READILY Y&KE LOCATION AT STORM (0) t/47 s TAPCON ANCHORS AS "uFACTURM BY II W. MUDEX. INC. PANEL SHUTI'M IN ACCORDANCE WITH SECTION 1709.9,2 Of FLORIDA VOLDRIG CODE. ONE LABEL. ,. SHALL BE PLACED FOR EVERY OPMWC� LABELING TO COMPLY WV8 SECTION 1709,9.3 OF THE Ile f . 71ir CALK -IN ANCHORS, AS MANUFACTURED By DFWALT. INC. FLORIDA BUILDING CODE Ile# x 3/4- SOLO -BET ANCHORS, AS DISTROUTSID BY ALL POW SCREW, MOLT & SPECIALTY CO. #14-10 PANELMATE FEMALE 0 AND POAtLMATE PLUS ANtIAINS, AS MANUFACTURED BY ELCQ CONSTRUCTION PRO 114' 0 2AAMC, NAIUN ANCHORS, AS MANUFACTURED BY OOALT. W u.i) Mmmum EMBEDMENT OF TAPOON ANCHORS. ELCO PANIONATES AND ZQAAC A" ANCHOR. WO THE zN10 FLORIDA BUILDING CODE (NOR High Vafodlty NU can* Zone) BLOCK UNIT SNAG. BE 1 1/4-. -Me 9,2) QSA-IH It MUD -SIT ANCHOR %,44 7 24 OW WVANW STEEL S $HALL BE EMBEDDED ?Ifr IM THE CONCRETE BLOCK STORM PANEL of"M" STUCCO SHALL M PERMITTED /4- 0-20 WRENS USED SHALL BE I t/2- LONG MINIMUM Szftnz. WITH STUCCO, 11LIEt0INC. GLORAL PROTECT" U NO AND '. MINIMUM MR WALLS S-�5 STATE ATE: SOAKS BE FFOud* E'�VR WL vi_ THAT PRECAST MNE. OR PRECAST CONCRETE PANELS. STUMO Of? WOOD • 4wo &t. 51ART EXISTIRD WALL ANCHORS WALL BE ONG ENOUGH To REACH THE MINN STRUCTURE BEHIND SUCH ... .. AZE, mqua-7s.0, oxt 0154)M-4= 2 1 0-175 ` ANCHORAGE SHALL BE AS MENTIONED IN SA) AND IN a2), * wj I I d Nee EJIIJF9 lb 4-A INSTALLATION 1ffQ POURED DETAILS EM REGULAR PANEL(!) CONCRM OR CQKRETE L90 MUOYM NO, POURED CONCRETE CONCRIFT BLOCK POPOURED CONCRETE STINGMWETE MOCK CONCRETE ANCAM UL SDHED (SEE E OW SHEETS 0 THROUGH 10) CONCRETE ANwlORS (., SHEETS 9 THROUGH ID) EXISITIRI POURED OR CONCRETE 11LOO_ i-T 12- 1/4 I Ww- L �;, CONCRETE ANCHORS (SEE SCHEDULE ON. a E-P. SHEETS 9 1HROUGH Ia I SEPARATION TO (SEE �C� GMIASSS ON: "LET B em FOR am PANEL LENCT-11 SEPARATOR A TO (SEf SUMMU -4 ON "m (SEE SCHEDULED MCA. ON ➢SHEET 3)CLASS PANEL, PAN H (SIX SCHEMI I (SEE COWAFTEANCHORS (SEE SCHIEDULE ON-, F_ (SEE SCHEDULE IF- _t ON SHEET 3) ON SKM 3) — -,- SHEETS 2 THROUGH I paISR I It Mw 501 100 aws OF MAX A =TRW 1. 12 t/2- CLP 401.1. m w IM a, MR CONCRETE BLOCK REQUIRED, CONCRETE ANCHORS =149 HEDUa ON Tv"ATE ONLY WHEN Saw Y111 LEG LOCATION An CALK-INRS ARE USED & W/ *"EN ALTERNATE G PWOM CONCRETE CONCRETE ANCHORS REQUIRI . ,A.CONCRETE SLOCH RECURRED. STACCIDRID W/ Sniff' (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 0 THROUGH to) aullazRa mou SCALE 3/8+1' Na imLL Mawmmg M=N SCALE 3/8-1 ; WALL MOUbM 4 DIRECT MOUNT ww 0%'V"t410A11fuT"io l FLORIDA BUILDING CODE ($Do NIIIIII,V01colly Nurlfeano Zosta)l ED. ME DISTANCE (SEE SCHEDULE ON COMBINATION' OP SEL'VTONS: TOP & BOTTOM MOUNTINGS CAN BE 44167 z S.C.. STATE 0�:<4% 11, 041.-�Owu�.. 24 CASE GALVANIZED STEEL STORM PANEL OLOUL mmCnON PRODUM. Lm na«Aa Br 1. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ...... , �FArAA 20-175 16 DAMPING Na THEIR 4 or To INSTAL LABON QUAILS FOR REGULAR PANEL (D INTO WOOD LED W.M.Wm- =V BEAM TD F I'll", WODD CERTIFIED BY RECISTIES0 ENGINEER OR J ANCHORS ALTERNATE WOW ANCMHD-xnr, teY*00t NEW (SEE SCH ON ON ON RUT O'C. WOOD HEADEB__ V REQUIRED A7 I 4V-Aft Ex I p A W ANCHORSCLASS I It WO4, k. EPARATION TO 10 GLASS v ON SHEET 3) Su" weotu ON SHEET iy I MAIL PANEL LENGTH ------- PANEL LENGTH 00 ON SHEET$) Ott SHEET 3) GLASS OF *11 to% OF V G 12 1/2- No m1i vat" C;e WOOD 2N4� WOOD P;W_ ANCHORS RECURRED RECURS) WOW ANCHORS �6EE SCHEDULE ON "SEE S0�3MULE ON- smaT 11) L-2- Adri�_ Qumm ALUEHIM 111 ALVA&IIVE mW 6p, HYL-W 1w 0 SCALE 3/9-1, 1n111My SCALE 5/6-1" 4 ViF 'A z NO. 44167 N= FOR "MaImm OF V=N FLORIDA BUILDING CODE (#on Nigh Velocity HU Can# zonw)l 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D Aom T4=(LFP TOP & SOMM MOUNTINGS, CAN BE DESIGN PRESSURE RAIING i%s,% AND PANEL LENGIHIS 24 GAGE 04VARM STEEL SMARM PANELOTMrtI SWE OF COMBINED IN AIM WAY 70 SUIT ANY AS PER SCHEDULES ON SH ET INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD GLOBAL IGROTECMN PRODUCTS LLC. WE, MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC IL11EC0%v7 OR EQUALf3A; L r. "m %w, blSw DENSITY OF D.56 PHw_ 20-175 0-w-Y" FAI Losom- m INVA/sWINATUM:11me 1WMNa0 Na = - J, P� -4-0 Q) C_ U) —00 > 0 CD CL Q_ 0 0 ca -0 (1) 0 CIO Q -cu -0 VJ = 0 = E. CU CIO = 0 0 :-C�u U— — 40 CU > .u) U) -0 W Cn E a) CIO 0 Cu -0 Cf) 00 C14 C) MM as 7 AM ISO A- Z Cn w SHEET NO. SH 1.3 QN IN P _ _ CONCRETE MCK O E-Z HANQ • i r & OR OR VAgRS r t 25n1" tYaOq FAME ' 2• r 7 n Lto SIDS 79^'t4 6gd3-m.M.LVr �G9N9. A`UM, µ� 4• t4x ig1N a 4h '1I d( acWEo F N7G.E _.. / x 1 21//2 xATNxix a f1. OTC. • i. r PTNtIAFA.£TE, fOt1OTAETE ' pDIAMO.' r A/4ro R 1314'?A1�OY' t I a-� Acatm -qR1 Ys4 w0af FRA11E..,. ^ .c �,,.. i REDUfaa _. tAOHCTE7E 16,DtlK ,Np11W,'. 98 O ,... i 2•a4 YsogD raawt nR rrI• D Atuft 1 4^ la"P r � t YA/T.PAW 7.3/C r -•' 1` aTFl;Mt ANCNM .- 1ERAMTE tfl3 lDCR1aF iMA f ` .- 1 2 x 2' r..065 a 12 D,sM Es s k ;Ia3 . qy^ . '.U. $7 A51 L RiAixaE r ^.9 -HiS4 Pam t:ONC$ ... F� 3 r_.rR lEtAt AtJAR. lmrr BLa1N.aE a"x.4 1 FRMAE WDGDt FRAME 2' x 4 % .i .. t ] � s yg T1AD � ISFi{kEOt 4 7 63-Ri- 9fF. r 2 - Y'�•. �: E _ }!4 M_ AW�#R%F MLA, •> .._ ,._ �...► Max- cAP ' JYDS�N7+ M3A`t OR 4'TF•'O.C. wluCxHuf Cent All AtRpfW�S+T8 C : SE B .-LAND t�� (p '� A ... .?41 i SCAM 1f4 -4 L,J SCALE 1f4. 1. Sf+M10E k .CANE f Vl"-j Stx1FA8Ee: F.R, CALK-47 OR 0.00 PAMEtNAtE:_ k 'TOW FA9RR9m , PrxTARED lobtxzl 0921 IE a ::p p'. aLOCE •; 601TDN OR' ARD,WTE aaS ()R 4 of m :oN .5 (j� SIEffF PRL77YO SGiEgllf5 �9 PANEL ibM "C FRA VARES r S% 17! I fRWC T2WIiED ' ! iK ApW.ICABLf r 1D N 1t) RMI w000. FRAME a rj NOWRE, . ... ,..,...._. V(pyARfl•S '.'✓ 1",ht * � sati Wf +11C1YYME'D FRONT ae ,`✓WALL j 5fitx. r (WAR " ENq PAMW At ++ a,O.I D15rANFE "• •'=�,•"r -__- ,/15 msSbDU3AkT= CASE G (PLAN) r • P j> +%/� fly SWAY 1/4'-s. 4 TSOf •. A/ VALID FOR DULEt;T MOUM' INSTAL1A11QN ONLY & (p CEPTi{}TEO PAN$ INSTAtiLAT10N AT WALLS Wf' - NO, 44167 SURFACE LEVEL VARYT*NS VAHAN 314` •^,Y�-� s-:*; 1t FLORIDABUILDING, CODE Non Hi ^VMDa7 Hurue inns CASE E l;PLAN) CASE E(P�1 s � � " ac 24 GAGE GALVANIZED STEEL STORM PANEI. T'R SCALE'.. Ale-1. SCALE 1/0-1" y�,.E.f�(}RIDa ..�. 4301NNp or. �.�,'!%r y I GLOBAL PRIM0710NP UCTS, TLC. Now ,� O Itt�9py 1 ' DWF FL=14 QQ„17 PJ v uyn pRW € taaS wO 7646, FAA: LR6t)OAP 6?AT aN+raa. aaaa AKr. ,a 61ax19HC Raf P.E SFJa1aTE c6z{j «pR. a4 .r. s mM67' a E IR (VALID ONLY FOR PANEL I) INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, 'ON SHEETS 6 & 7) YA+Y A4.1) DESIGN PRESSURE '. MAXIMUM ANCHM SPACING FOR E.D. - AS SHOWN WL SHEETS 5 t 7 APP C.a91,E L'CiANNIiTigN OF 19EM MAXIMUM _ PANEL �Ti1T+ (R') TAPDON I.AQ SCREW FEIIAtf A P WOOD 6USMING Is- 1r 9a IV Ir - w m 13• 13, 13, iY 13k iw {8{#7TOf1} 61r / 6 tz` / e t / 2 e i f2" $ fa {sqP) $ T 4" f 12 1 f2 6 4" f f (eaTTr) 5 -tr $' 9".: B* r _. L j LESS e' _ 3W (aLTIIWI) IV 13' 1 " 3 ` 13 t3" 443" -45 LE63 ES i 3' 1Y 3a` I3 a w 18" AS" 'T3" 1a" 8 f f 2 W Ir 13" Ir 13* 8" 9W (ROL'LOMj 6 1/2' 6 1/2* 6 IfY 6 tf2` 6 Ilr (1bP) _ Ilr 1 f Cam') _. 5 Q TD # Tf2' 4" 8 t/r a 1/2• 4 Aft* 4 21r r 7` (BO11fTM) t0 1/z' 9 Ilr12' 12'.. r W (TOP)' - 13* 1ST I Ir YY-_.. a 1127... PAN ($tlTTOM) + SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MkX" PANEL. LENGTHS WHEN SPACER "IS USED, CORRESPONDING ONLY TD ALTERNATE 2W ON SHEET 5 Ale* TAIL ANCHOR & rm a D, ADES" P N LYi SHEETS � 7 MAXIMUM ANCHORS SPACING Far %O. >e A5 SHOW 6 & A'PPlE +1 O. IUM -.. PANEL *! (N:) T - N AP00 LA6 SGREIR FEMALE PANEVMIE � PANELMATE tMdS WOOD BUSNYNa sa' 13* tir IN, tr 8« tw {r DPI) 61 fz ei 2" I a } � f2 6 I • t2 $ 1 a' f DA>Pi 1z bf!4" ($grrr ? s 7" 7 f2 6` 8' (�T) OR tE66 ' 7 1-127 $` s` 8' Sw Ir Y 13' i a" 13' it 445 -45 7O 13" 1 3` 12r Aa' 13" qN (� ) Ir ,IV 1Y' it 6 ifs` tw (5p%1TdA11 8 Air 6 1/2' $ .f12` 6 1/2' 6 1/2* PAN. (TOP) a' 8 Tf• 12 112 8tJ4• (�') >s• TD 4 tfz` .� 7 Ifs' � 1f?'. _ (fop) Pt` AN 4/2. a« w - 3W Omav) 1s' tY tY 13 1a« 4w (sarroll) • SEE TABLE f l FOR MAX, A.S.D. DESIGN LOADS & KAX PANEL. LENGTHS WHEN SPACER @ IS LIED, mwo"dNG Owy 70 ALTERNA'LE 2W ON SHEET 6 TtAtE aft d A,S,D; DES" LOAD 40 PSF OR LESS 6'-or > 40 PSF TO 50 PSF W-2` > 50 PSF 10 60 PSF 5"-1 D" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE 1D OR PANEL MATE PUNS ANCHORS * W/ SQ ELIRQZ_ 1/2" O.C, If � : } 4'a-SPIV• {A A S )� $E STEM 16--$ A6 FOR ANCIOAS TYPE Na W`M FOR HSTAUATON5 IRO $DIRT FRANK 11400m MAN" ANCHOR PACM&S AND MNWAA 8 'PrSYA1NAi , AEtE R6X;;A1ER OM in SGiIEatAE. FOR LAP IaSS THW CRBCMiEO 11 SCHddDIuiE ANDRAR 104010 6Y ML6TPL'Ma 3PAOaa SIOWN ai. ScHaNALE ITT THE TT Arn3as 11 OIORa FOR TtsAA OPENiA#f to A13arcED 3tMCDa UBIAbaED umN9 fAGmR 1DMU, Not BE AE55 T" MMMUM SPFnaa Rumm FOR EACH ANCHOR TTPE OF IRAN SC6mAE _.. fAYHIA6111. of4`v ww , 4"a yR66AL AMNON 6FYCila: 00 3 3 -MIim- nwuk, w 3 - 3 3 3 1/2 naeAxnTAw t ww w" Od WAMI" 1d,E$ M PA6loe 7 t/Y• v 'ate am ,m 4067 .ai IA7EOF AM, .2m vim ac I 24 GAGE GALVANIZED STEEL STORM -PANEL 51f�R �'�#MfL I#IaLTAL4l±I (VaWD ONLY FOR RANEL�3,T, INSTALLATIONS AS MING MAX111t1iM ANCHi LIE & CONCEM- PLOS 1 THRU B. ON SHEETS 4 & 5) Wit, A.S.D. RESIGN PR F.53URE - RATNd (P MAXNAUM ANf31ORS SPACING MR AW+i ED. PER SGiMAX BELOW r a:ANY:, MAXIMUM PA6NL i 06L ,(. (N•). MAX, A3D, "C"O" PPAINriE ! TLAT NG (461.0 tNu1R,$$T ANCHORS SPACM FOR MAN ED, PER SCHEDULE Omm AP= i SUM If11dTN .L -0pm SOUL-5ET TIE AN 8 7l1YM}-NAICIN Gk i4-lN xAPC{gi ::. _ S4L� dET O P. PLUS... : _ RAMAG-NIY CALK-W -TD m7*D m t' " Tst ..., :Wt CO&M " rf.. OF 7HIDM _ t46..45 TY tS t5 13 13 13 71 t3" Ta* }Y 13* i(wAp) . .t . L1Sa : :. � ,y'1 ....13•-. t83 ---a5 .. t3 13 13* f3 -11 AS -13' i3 1Y t3 -1Y (TOP) tt55' 3• fY ,3 •. i ' IS " -#.3°1-'. 2 Is- I ' Ax 1 3 teanQNt Tr :, 13• 13` it 13° is, Ir � Ir tYid• I-31Al2:T (T�TTTTLt)Y IS tax' 73 { 3 13 F3'13 ' 4a. 133 3` :. 1a X 1 13 13" T r 13 1a 1 1 3 fa (TOP)1 ia" Y ' a 13' 3 . 1 t T 1 a` 3'7A' 11 1"b" T3" Ir Ir I3* IY tY 13, Is' IY 13° LTT7 i1- - 13 I1 is- 1Y 1s" Ir Is- Ir ,3' Ir 1t 1 3 crop)1 2 1 2 / 3 -.4' f i 4"..7 / { fa* -6 4` / 6 'i / ,� 80TTaAi _ a 2I a 1: # 6 1." f 4 t2 1 fa i2 1 - f - 1i 4" f 6T4'31 t 8• :- B' $`.. 6` I $' 8, 5. 5+ 8" -5.. 7 Aj2. 4: (TOP) $' b ... 8`- 6' 6' a 1J2*. 8' i tfY i!' a' 9` -." a' (0TTdN)' $ * _ $« « * _ d " _ g ... 4 (90Tie)MM) 1a t 3 i 3 FY 33 11 : #3 13 A3" t3 !3 1Y (fOT1) to :X3' i3- P3 13. i3 11" i3 1a 13" L3 .. / (TTLG)' t3' 13' Al t3' 33_ As #Y YS` 13" ,3° 13' t3' 6, (60TTOAQ' 13 /3' 13 tY iJ' iS' : 33° t3' 1:3-' t3' tY-17 9J2 '.8gix'pM). wa' Ir Ir Ir -4r IY 13" Is' - Tr 13•... iY 13,. -(TOP) 13' tY 1r Ir 13` TV is' t3•.. 13' 11 if2 8 8OP) -._,- ,. d1f4...a1:4. 8X a.8 TJ4- - F-, - - ,. at.4.:67+$ . . _ .: * 6.#.-at4 ai . 4, 4• B.tf. - - - _. 6 Ile 8 Ile /. 86A, 11' 8 1r :::: is 1 fa xr 7". A3 7• 7 1 2 S w}`2 1S ..+ ,fr i-... ,-. t1 14',.i' _... IY 8 1 AS 7 . 6 1 t3 6 1f2 0 I/Y ;6 tfa Ir : 5 1 2 A (TOP)' :. 1O . Ord t3* 7 • r;< s 1 , 3 i3- A .:..3* I2. f 7 9 if2 tD tJ2 7 tl2 tY - -Ia' 6` A.($diTdtj 5. 7'1/2• id'.. 13' ,3' wq" 13` tR` ii• $`. 13' 8 i/2* 1 ($gT10M). Ir a Ir 10 , 3• r ..IS, r 7 In a INS- 4172' (1OP) YS`... r la"... I3' i3: 0 t/2' : :1Y $ I1r 9 Ale 'a (/'g"' is, S 91a." a crap i1' r 11' 13" it 9 1/2. 13' $ 1f2 7D 1f2 7 i/2. ,3' 6 A/a' (Ew3TiaA) AV 7 1/2' 13' - tY Ir to" -is* 10' it' Ir 13, 6 A/a`:. 2 (BDITOM) 1'J' T3" 3d' 91/2 -t3' 9 tf2 YD If2 7 Tf2 11 ` 8 tf2• (TOP) 1 3' 7 1 f� ti':. 13' Y 1._ ID' 33' tO' 6" l3 a1T3 / ..:.; ._ 2 I,fa,i1 tf4 6 1f�t.....� i.12 }.. :- ,6 -f- - a 1f4 1 ,6 li ,.(IAITPLOM). _ 2t f2. - a 7 2 f 8a4 f 8! 4 f -.:.24 A2 is /2 w -. dT 4 614 / (90T7dLI) r 3• «.. a a if2 * 7` u 3 1f2 6" 4a *. - 4 4 w/2 Y '-._ 6 1/2 * . 3* �) o'. 7 t/2 a " x . 8 6 . .. r 4 . $ * 4 ".. • P i a „ 3 1l2 8 8 il2 3 * 4 -. :(LOP) $• _ $•; - $. _ $- -. 5 I.Ir 7 Tf2 _" 4 (BDT111M) $...:.. - 5";_ _• r - : 6,. . 5 Ilr - 1 Aft* - 4 RAOROM) #Y 7' tr tY is, 9 Ilrf taz S 4/ff 01 71 Ir e* (TOP) 13• a I/r tr lY _ it 10" it 10 I 1T" 8* 13' S if2' d (TOP) ,7a Ta * .... X3 .a. $ if2. i3 „ 1. 9 f2" q 1 7 %�' 1 1" 6 w ' S...- (aDTTOkT) it 8 1 2* / t3'.' 3-. 'r to" #r 40• 1I" a 13" $ i/2° .... , 040mw) lI 5a S i3'.. -1k 1f2 s3* 7" 9a" 7 7 1fa d 1%2` ta" ` i 1l2 6.. '(TOP) 43" :: 4 Y3 . :1.-- lY 13-' 6 Ij2:: 13 6 l2 f2" )/ 13 /2 (T P) 6 1f4 - �- 8 }f4::6 i14. 6. (BOTT. ,) 8 , 4 e 1 4 &: 9f4 6 L ♦ 6 13113 : - . SEE aw ti FON Atx s vo 6: Sty 3lRt #wAi3ekT" Km wom WAAK vimi!¢S. • AWAAA4 MOM SPAM= AND WMMUM Ma 004M ARE VAIRA W CAIRNS SMORRE FOR It L= Tta1tl. RMTOTED ON 6z41EDIRE RODU T A0*4DN SPdOW 6t Ml MINIA& &Me A SHOWN OM $CAiEQUAX 5Y Tit FCIAANA a PAS, FOR'}AS OPCAAAXI i 70 FE MSML ANNAUCDC SPAM DIT,'UNEQ too FAOCN SMU'. IMT NE L= LIMN MIMLNM VADRi4 NOWEV FOR PAC# ANCHOR TM a TR6 SCIEOULL AAIOF= 1YNE } 7f4•A :UuTib NIPS 1149a If{�! ,APDDN TIMID-9Er 6aAf[AE MINIMUM ANCHOR SPAOPO ki 3 3 1 3 1 3 3 i/r . 2 A1NaAtNA1868. Lk1 3 3 11r I r 3 3 t/Y• 3 6afARGC(CD.j iPnC .. 3 3 1,w 3 31Y' 3 41 4 T/r ; an - - mo ,. ' 1 ....:....... t.0a 3.W ++ SPAC1= ONLY VALID :WHEN SPACER LS • SEE ?ALE �TS D.FOR DSPACER �F 15 EM WHEN LOADS & MAX. PANEL WHUSE- (SEE SEOYiONS !R AI TfFIiNATN'ES ON SHEEP3 13. 14 7S Be16;V .- I a, MAX R-tA/l& R-2A/13, R-3;Ar14, R^tBj13. R-ZBjt3" 9-30,, + »I* R-10/M R-24W/i5. R-•3AW/16. R-18W/1% R-20N/15i R- O O 0 0 0 Tf4° r MIL 0A LL8 0• DESIGN LOAD MU1XRlT LIMM 40 PSF OR LESS > 40 PSr TO 50 PSF W-2` > s6 PSF TO SO PSF 5'-Io, A MAX. PANEL LENGTHS ARE ON VALID- FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ ( SPACER AT 12 1/2' O.C. 3' MAX A. MAIL # 9 1 ` 1 I e GLUSi4T8�1 PANELPANEi {1-2, AFw* USE FORbVE'R T-$A' �4- f c. j§ [ T d 3 1 a _ � f i t I i Y dQQ t I i d f 1 d { 1 { .=.. i YY jYT Y i PANEL FE SNrA�Q3p .r.1 EST RMS {1 9 f 3 qq V i Y f T f 5,5. 'aOL1n ••+h i AT S C i- 1 E ..,...y,:,L.,...-..._. f.t+..�...,..-�.}:+w=...a..ri14 i t {{ i a T 1 i 1 i • I n i f .._.....,..,...,,.-...+..Wi.w-wh.+.:.»,....�w..,,..�-..,,._d......,_ 1 1 i 4 4 L ) i 1 • F ) 1 ' i} P 1 t S' ! r U V-1A/t R 2A/13, R-3A/1A, R-i8/11-29/13. R-M/141 _IAW/t5. R-20/t5, R-3AW/16. ��I/�* R- IOW/13. R-29YI/15. R-39W/19. --,---...,,.,.gNONDR5 (5aE SMTONS k ALTERNATIVES ON. SHEEM 13, 14. IS k18Y-;+..-,--_,-.,..,._,,...,,-_.a...w..; LIFE SAFETY STORM EANEL (1) ELEVATION (t) SCAN$ 114"-1' �� 2.aSF' SAWL � 73taLE WULYj. I Ali LIFE SAFLTY PANEL EfffEw SEU-12H A -A FN SCALE 1/4'-1* ,.&WIAW L!!a►�RuA: Wrt R-w1B1V to PANELS O LIFE SAFE71 PJ11mtEL yyALt r�.4Ni1NG� aC'ALE a/s-i. 1. INSTALLATION ARE ONLY VALID FUR AS,O, DESIGN PRESSURE RATINGS (P-6.f) AND PANEL LENRRi5 As PER ELEVATION ON SHEET 12, 2. FOR NEW WOW FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN N6 2. W/ SPECIFIC DENSITY OF 065` OR EQUAL. - PANEL..IJ?!#ciH Ij 6'-r a i 0A -40.0 PDX. oVERiAP L16N PANEL tl]R2RH iR%T) / AT O O 0 F. tt (W/O OYp6AP MAY pANEl L.EtRGON 9CR3) IX kE5'E 2AT A PALI.i1AGAN L AT ALL L M WANITNffi 3 t INSIALLVIONS ONLY VAI.TI FOR WIND SHEET! UP 10 170 MI;Lh. REGULAA ST03M pma. TOM bat. 24 CAGE GALVANIZED STEEL STORM PANEL '. GLOBAL PR?T'ECTION PRODUCTS, LTC* �7n P sw. 6t 7 t EET AxT �°s'. rr <-a1. PAttxK: i€asto6 a Fbx� (wa+)�9-6mt 20-175 MAY. LAMM VAUW s 19) (VALID ONLY FOR PANELQINSTALLATONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A,SJL OE5M,h1 .. LIRE (p'A,s AAXOMIUA ARCKMS SPACING FOR LAN LO, PER Si36.4ULE Dam AAA MAR N.. PIU4Ei:. L.ENg1N (n) MAX. A.S.M �8N PRESSURE, ((Pff.).) MAXIMUM ANCHORS Wi1M FOR MR ED- PER SCHEDULE SEIDW � ANY MAxRl17A L£N6ni (n ) T'ApCQN : SKN1R+-SENT :.. PJI S3AA.LE IO - : PLUS IAMAC^,fU4LM - ^ L%N,lf. iN & ANF .... TAPOON SOLID,-S E[ P PLU5� 3,1MRC-. CA1K-�61 tD to ro Tp mcomomt m C 11gFE m. MOKINUEDa to 11 w n6 m OF 1tp?i Tk65, -65 TO 78. -7g 13' it 13' it Ir w4" 13, tY 1Y 12' tY IQ, i. (m p) .,$, OR LESS 5478.. -76 TO iliNuti$.a -Ir 5° 13" 0 tf2 - 13' ff w/2* _ Ir 6 il2. 7 1/2r 6 i'. Ir f 1/2` 1. - W-8" OR LESS 1 3 • Tt 13 t3 , _ YY 1Y i 3= Ir tr 1Y i0•.. A G14T7Dm) IV 01/2':. i3'_ TY _..IS 'r 13` ,4,. 10" 7 iJ/'' lY r I (6OT1mQ t3 Tt 13 1a to 1 3 1 s AY 73 to 13 1EY (TOPS to S" 1Y t t O 2 fa a A f2 13 8 1 2` / . 1 a S f±1. 7 a f2 (GONG . ) 1Y It• 1 3" 1 3 "• 13 Y3 T3 TY. 1 3* 1 2* 13" , O 2 $aTtOM ) A * 3 7' 9S` i Y 93" 6 t t 3* 9 1 ..tq f. t f a" T 7 12 ._. f 1J" it" tY 13' T3' 1Y 1S° la 13' 92" 13' 10• (Tup) - Ir wY 9 w/r t3^ 9 1/2. 7q 1/2 7 7/2* A3` a* 3 cw) - - 12 if2 a tJ2 :5 ffC. b 1J4' 12 i/2`(42 T12 - - 6 1,4v 5 Ila• J cdOTrUA0 -- - 2 t/2 12 1/2.. 6 Ile 6 Il4' - 12 tf2. 6 Vv '- t 8 iJ4" 61/r 3 (R6i1'OM} $" 3" -. d 8* a ,F` d` 6 1 $ ?' : D $ 4 tl2 4 TTOp) Y a $" Al2•.. 7 a 112.. >r t.... i 1 S•. e I f2" 2: Tl2 _. _ 4 (1f�) a... $ .� 6 4 (BGT`4GM) 8 6 a. /R $ , 6 f2 r: LILTS INNS' 13, tT 13' I3 99 33 f3 Irlb i2' 13 70 6 13*..- 6 xfa' i3` #Y - id* 9` i wJ" ta` 10* 7 7.' 13*. 3 S is, if- IY jr tY I3"... 13, tr is" 2" 13` 10• La1Rm++) 13" r tY 13`... t1* S 1l2' A3" 81f2'- II IJ2 7 ifa 9a' 8* 5 (ROY'f4M}. 1Y it• 13, Ir tY Ir 13, IY Ir 12' Ir 10' crop) 13` r -- 13" 70 T -. AT a Ill" tY 6 1/2' 7 1/2• S Ilr 13' 4 1/2' (TOO) - - 6 1' 4' I a 1 e f a 1 4" a: } 4" •- - - - $ Ef4`. 6 1/4' 8 (eQTt") _. _ 6 tf4' 8 Tl4':8 Y 4• d 1f4*- 8.1J4" $ Ile - _ $ 7/A' 6 9J4• a (aafT:"*): 13* '7 1l2 iY Ir fa IV ,3 w6. it a 11. 6 1/2 1 :. - TO' 6.'O" Ss -.5' 1a O 1l2 Ir 6 i 13 a 7 i $ 1fZ` IY (T ,. > TV. 13' 7 1/2` 13" 13' t3" t0 rt/2 43" ITN 1/2 Al 1(2" a' 13* r 1 (6aTtdM) ,3" a 1fY 13• 13' wa" $' t3` $* : f0" 7 1l2* 13' -8' 1 ($:. 13' 7 1f2' 13" 13` 13' 1M 73• w0' 11« 9' is' a !/2' 2 (TOP) t3"-.. .3' 7J* tl A 13" d 1/2` 1Y a Ve 7 IJ 6.-Ile AV 4 Ilr 2 DUG) 13' 7 1j2' ,3' AY 1S' AO i/2 7Y O tf 1 t d` 13` - Y(BOfTOM) 13' 7' 13" 13* 13' 9 1f2' ,Y ti 1f2' la 1 2" 7 i/2' 1Y 6 1J2' 2.(&71TOM) • 3 I 1 • /? to r 73 is- 8 ,- f t 3• 10.9 2` /. IA Ilr fs -.: 8° t3:" 7' 3 (xqP) As, 7' lY Ir ta' S Ale 13, a Ile 10 11r 7 TIr 13' 8• 3 - - 2 1/2. 12 Tf2 $ i/t 8'Tf4 '2 I/2.6 1 4 _. - 6 Yf4 $ if4 3 iUQl'rAh4)'' _: 3 1f2.A2 t /a' 4 6 f4 7:. :4. 6 f 2. 1 2 / 6 1 4- % - a 1 4 / '1 4 S f 3 ($O1Tc7M): . 7 9/2 3 1f2 9 , 6 71/2' 4 .. e 4; Air / a * ' 3 A 2* / r 3 * 4 'crop) : T, Y d". 9 1 " /'H. 7" 3 Ilr 8" 3` . .4 112" 3` 6 1/2' 2 4/2° d' _ e _ r _ - 1. - a' a" - 4 OXYTRAM) Q".... a..1/2' ,::. _ 5 }/2* -..... . 71 _ 4 (80di'4Li). t3' 7.vr Ir 13• 13' O i/2 13' -' Q_ 1/2 11 1J2:,. a' Ir r S {tap) S3* 4 1/r 13". 7Y- - Ir 97- 13, r to" ?. T/2' AS a" (w)13, - t ' i 3' D 1.2 73" TO i 1 t 2•. $" 53«. -. 7` (89ifOM). 13* 7• 11' 13` I3' 9 7/2" 13' I Ali' to 1/2. 1 I/Y tY r 5 (6 n--q -....: * 93 :.,"i *:. 1fa: . 9'3 13" . E�? Y3 as fa }1 , 8. 13* 7 6 (1dP) ,3 Sk t3" :i3` $ t/+•, 1.J" ." a fr(2.:7 iJa' .. ,, $ f/$ 15 {,} ,/Z" (f1Aj ',6 iJ4` 6 1.4 -IV-` t 6 4 5 1 4 - '..-.. 6 1 R 8 1 4 / a ,. ) R l 4"a 1/,k. a x 4 a 1/.. 6 L6g1T SEE wt3T 11 FOR M CHOR'6.TAPE At S!ACikQ MR OWAAS iT" 500 KNOW FPNAE + 1MANNW Mx 014#105 AND MRRYUH LOSE VIRAOM ARE A WIN, ON 1Mi SMOULL ANN f.A. ME Ai" NaGOi9 IRT SCEI a Room Amour PAC" & MUAlfty d > AMA &NORM at Sam" ANY LIE FDLAORRRD FACTORS. FOR THAN OPiKUM TO 6E , 9FDl10E0 5PACW W NNJM u9atD FA w SHAU. MT W LESS TAR MNGMUM SPACING pawn FDR FAG31 ANCHOR IYPE OR TAM SCIECTAi t/4`. w/4'a t i j1 N 4ii t 4S 1149 Now Aa/a6A1 Am:wR wAam (No 3 3- i 3 2 I'm a t/2 WJIMMUM MR 64 7 3 vlr rp' 3 a 113" 3 JAMIANCE"'I : irm 3 3 i/3• 3 t,Na' 311a 3Ile 4 DOE.. O. PACTaW . ** WPONGS ONLY VWLID WHfN SPACER AS USED. SEE. T JE 1 FUR MAX, ASD DESt(;nr LOADS & MAX, PANEL WHEN SPACER IS USED. T c J1 A " "a DE m LOAD MLENGf lam' 40 PSF OR LESS - 8'-5` -.. > 40 PSF TO 50 PSF 8'-2- > 50 PSF TO 6a PSF W-10, A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS VI/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR UFE SAFETY EAN INTO POURED CONCRETE OR CONCRETE BIOK STRUCTURES pp1L2571NO.,Ea 7l4•+ xMOOR.-T..._ � p�1SRNC Pt'alREa 1f410 7APCDN�,- ANCHOR # a` Q;O. ;•"'L`ONCREIE OR 7iMIGHaR 4+' a.O, 1 1 E9NCRETE: OR ANCHOR 6E 6*aGT ANaitgR d 9" O.C. OR ff toIAORETE B1,OGi / 'CONCREIE atom CONCRETE 9LOO11 Q� ow" REOUIRM. I"DWIREO, REOLRREO. REQUIRED. '• 1 2' 1/4" i .. A a' 4• t%2* ' '} 4"MAX. f T - { - E.D» r' ; E.O,+ •r r t i, _•.. i I { I 1 1 6 n 1 L t pp L R N^SWARA7O !! N 1 A tE-,zae • E% 9 �A-2AR 20+. r Ex�n TO l^tA9% R 90 CLASS. 119 a I 1�,� s6i15w 1xa R I T:S. IO.TS 11 tb aGLiS 73r15'R � GLASS_ t AT 61. AT li.. A5 1 Al TA Ot D+R1z.N� O 11.. ,.,. ..: .,•'+.. _P::.--. .. F4R i n i 1 I 1 7--r ) F I �I i- i s i it _I �z 11 I t 1 1: 1 ' LLAx_ i 1 n _ 1 1" LEN L "� MAX. i I PANEL -I=_-r--. f" PANEL LE310Dtl - p LENG7IN R 1WRFL VAIN a D t - Y s,-,--�-_ -- - -- • 5EE ELEVAIWN A N E3EVhTON - I: SEE E1EVA1}eNA _ ELEV Tt0 A SEE (. n I ( IONs z n t 6 I Y NEET 1) 5 ET w k ON MEET 2 ON SHEET 2) 2) ,�r $ ) II t Mln R`r- __..� 11f-"SEPAPAI&3AF I , d � ._.� .._, ., _ .� { Ir-3EPri1AYkDN f. :. yy ..�._. ...... T7 C(A,S. 4 t 0 td OLAnB, I 5 j 1 3 t 1 I T 1 i 1 1 I r t k' A I ! i 171a' 12 }it OCR Ea US. r-._,....,,,..1..-...,.__�.r 1/_...__..-.. .n_..i :ESL t''• ."' S�'i D4• 6wIS w RAt13'1F Ms 04. /4•R IAROON I 4.6 TAPCQN--!N tf+•e IAPCON /4'v TAPWN ANCHOR a a* ox- i ANCHOR a Ar CD, ANCFidR O R• O.C. > ANCHOR 0 9. O.C. ! WAKE; PgdRE0 OONCREIE-DR J E%TSxING POUREQ _cowcRETE DP Mq PatFREd CbNCRm. OR EOSRING POURED CONC9iM OR NORM BLM REWREO. �L"aNCREfE $WC9( R£CnJIRf% �-=*A 6.111 REavmmQ �'""�37NCREfE $LOCK REOOIREO. R-mAS�sCnN R-� scTwN-38 i t LIFE SAFETY PANEL d uFE SAFETY PANEL WALL ►1STSU.E W/ ,NIM MtALL MOUNTINGS 3/11�Y '0+•"�11ftf," A Srsif :lJd-1* AN AN"" ANCHOR Tft w s'' FOR , 44 67 "; E FLORIDA BUILDING CODE oLon Ht h ieiw Hu mid Zone *; STATE OF - i Nna2G 1xFEC0, nla Y4 CAM GALVANIZED STEEL STORk PANEL gum ert ': A,rS��OR _ 1 F.C O INC. GLOBAL. PROM N PRODUCTS. I LG. NAL qr m AAE7TEFYIlI}MIM.4?w` _, 0pqur-r1"aas'Oi" p,un;Ei+'147R51-t3s-fu3ft'NtAa4RibR-t887 20-175 Oar Es,e,t4n rs O.Y Gans 4wa CivaNRq fkc P33 bMt CMOW671,N. PJi. v-.., flt[T ,3 W 13 aiwE � STACIANI aa�3aA pRd flDOD tRA1tE aillBbMfk1- MANNRLN AtAdidi SpACR13S NiO MMRRtM tiili# 1t19i1NiCE ARE R+O1GT� �+ MIS SCHEDLRL TOR E0. LEGS iTNMt p6ROhTED ON �tEaA.E RE'oUOE ANCFt17R SP.ACMA 6Y MULINCRMG SPACING 1 YRI SCIEL7U[E eY ttt FfXY.ORINC fAL'7alin. FIR 1NlS OPFRATDN YO 1K PDS'SaLE. RfDUCiO 6PAA%O flBTNNE9 USAIO fNSTOR Sa9Mi tO1` IE 5 THADI MNMUfE 51'M,RO DaI.t7EO-GDR EACH ANCIa! Tt'PE ON TRIG dOFlE9ULE NTT ARrNtR ssAtyN9 � 3 ,Aw,aar tMJ +�,ARttNA,f SNcR LW s } �7iLYl Bl� �,% FMOtgk , t,Fz#` . , t53a Y 3/2' _ DAIS 3- I.3D 3 INTO WOOD STRUCTURES I FIFAOER' i W1R�2 sue.,'...."ice 1 I :.) f4"6 TAPCON t t Ct^N1R R Y O" O:C. e l L 1 : � 1 c ` LGn i i t i t• W,, I T Ot,lnn P"' •: LEST 6IX1SW.- g (irA rob, AiMa D i MINA CNIIT-Y"t i .AW { _ • �) "l" MAX, _ "L* MA%,-.,..�... f E" PANEL LENaTH kl (Orr t (SE UV SHEET 12) 0 6 nNo, r i 1 n I To GLASS. 1i----SEPARATION'S-'- P i,a" I p j 1 I • � .w ,,,� • is tft TC I tz to Da I _ EM 2'N4' :re PLAn REQU1gEO y , i % N - if4's. PArtELMATE PLtS PLATE RegoR ',;,- I 1 4 1 qk tI i/A'a pANELMATE PLL?S A i �7A7diaR 114 A 12 tf2" a.C. ' a 12 If2* UC. �; j Aj ,, I,Y3ialNlyry 3Nlli11 hR?1JNTRhit EPA itfTwy g O. 44167 • FLORIOA BUILDING CODE *n HL A Vatoc Hu cons Zone 24 GAGE NDIiTE: * 6F 1. INSTALLATION ARE ONLY VALID FOR MAX. 1LS.D.. z •, STATEQF r t + A�� VANIZED STEEL STdR#1 PANEL OWN ft LENGTH PRESSURE RATINGS (P.6,i) AND PANEL ��# tilE. LOW PROTECTION Pi�?d�4 U.C. � ap LFOR NE AS PER ELEVATION ON 'SHEEP 12 c 14r w 2. FOR NEW WO06 FRAME CONSTRUCTION; WOOD +y Y/ONA4v J FL 333a MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4ltnuMusEN' n•"`+,Raiisn.Yb: n1MnvNr pe(PaFkta7EAv CRa}e�sm 2L-Nall DENSITY OF 0,55 OR EQU/�.r' f qrer a>=.n. awl. +xwr eErr w -AR 5 N N to '0 Ca O -= U _ O N O 0- O . � co U - N C/) N � -o Co V 0 Cu 72 `L O 0 O /= c V O O }'A Ca LL O `C) _/� ♦ 4J VJ L O Q L(_ U) V CL CIA N 00 c O ? Ld.1 O .P.3 N., :• .4+ c C.i Ow n a M N •p CL:1 ,M �•. R.L. C6 � t'd fw7 Aa. zs 7/f Q O t4A •..7 4.i 43N f2 N rx 4P �- cu 0 C/) CDL I� }I O U � Lu Q Z Z Q J SHEET NO. SH 1.4 Ezips I W/;*a ANCHORS (SEE SECTION EZI ALVERNATWE MW ON SHEET Is)--'— ,3 Mo., r*(311 NOTE 21 27 LAST PMELCD TO BE INSTALLED AT EACH .OPENING SHALL ALWA)% BE 1/2' 'd P DIE TO FACILITATE UNSTALLATPON IF INTENDED . ROVIDED TTT� Pa:1. TO SE rNitN INSIDE OF STRUCTURE, I R AT 2 Pffii i I t PANO, I NOTES --1l-T-T-T-T--n OF *L* 1 (1), WOO E-Z WANG STORY PANEL SISTEV R PANEL) I%w� C6nLTFIACKS TOP &BUTTOW (END COAM. (INITERIOR PANEL)..(END PANEL) I 11�x- I SEE NOTES 2. 3, 4 1 SEE NOTES 2, 3, 4 Ir (V (2), END PANELS SHALT_ "WCONNECTED TO SOTTOM TWX OTHERwi A STW wTBE CONNECTED BE PWADED Al'TOP OF SUCH MAX. PANELS, 1(3). IF END PANELS ARE CONNECTED TO poll TRACK, CONNECTION Si CONSIST OF 114*11 MS, Ill 1/8"ilix3/32" WN6 -Kxm P*Au w/ tvowl, ss. Ill . t6 0 " BE AT 01 T*O 0 i All = i i W /4;*4.3/0*; 1,1"THUMRSCREW INTO = BOTTOM EMNIOP FLAT IIAl Or VZ t1i 1 1 LL JLJ I 11!�!!l sox _U_ _L -11 OF V (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX, TRACK (Le, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO HIMTTI I I I I I I I I1111T- SKAILL CONNECTED TO TOO, T 1ULT_TT TFM PANELS BE BOTTOM USING SPECS t:EfINDICATED ON NOTE IN S CONNECTION OF 1.1 1 1 1 t 41 1 � 1 CAW, I I L I f 1 PANELS TO SOMM MAY 04�00R AT ANY PANEL LOCATON. '?Ijj Li 1U J-1--1-1 L .1 i'LL14, NOW 4----Z-- rl r M_ 3, 1 L, IEE tun,t INSTALLATIONS ONLY VALID FOR MNO, LC7)./@ NOTE ANC44ORS SPEED UP TO 170 mp,h, ALTERWAINE EZIW OR Si 1i *EZIW/18 IXEICAL ELEMION EQR SERIES 200 E-Z. 8ANG STORM PANEL (j) SMEM (t) SCALE: 1/4, wft OAP 0 x 7 7 7w7 777 wx w SECIIQN A-6 SCALE: FLORIDA SUILDING CODE jNan wlt Vall Icana zorl •gie:?4 GAGE GALVANIM STEEL STM PANEL owe w: .44167 0 A C —0. It OLDSAL PROTECM PRODUCT% 11r, TEt t STATE 4ow Ix %I STWIT •A�z 20-175 ;44 _.o 000" or Is I AWVEN�`tl' EE tING 1111101111i Et4GM8F_RfKt3 Expolesse 1PRODUCT EVALUATION RIEP00r September 15, 2020 NA' �M R2, ' togtrLt' Pmducthiantifectwer, AkAtrittIcanShuftfoOnCISIAss marrufacturarAddressi iso Donna Road 01"t Palm ffesich,ik 33409 Product Nome & Dessidirlon. 24ga 6plamizad Steel Storm Pa Scope of Evalliatllillon. This PmduptEvalwwn with the of -the Florid Deportmerl'of Bus;pw::rP1=s==- Suilifing C111 "1107111), Rule Chapter The product noted above has been tested andfor evaluated as 3untriarleed heroin to shovircomplance will the Florida StAiding Code SIwarti Edftn (200) pill Is. for the purpose Intended, at least equivolent to that required by the Code. R6-evWLWUoh of this product shall be "Inad following parlmorit FW48 Building Code modficallons or revisions. SUbstantlatthgD818. . E89DUCTOMILUAMONDOCUMEM EX drowitn4#20-316000od 124gaGelvanized steetfStorm Panels (l1VHZ a Ncn4WH4%5heaft 1-5, PrePON4fry Engineering Ponal signed ilsookidt by frarthEarituado, P;E. is-arrintegral part Orgill Evaluation Report Un"Orm 140,10141111 PlIrformall has been haded in atoolinfanceIvIth TAS 902 test standards per test Sti t*wC.);li _1 7_004 by slackwaftf Teel Inc; Large In"le impact resistance and cyclic, cadrig perharmance has been bul In accordance vAth TAS 201 and irks 203 halitsendardis per test report(s)TIAOT-ASI-31 7-001 by Sladornitter Testing, Inc. Structural engineering calctrittlonshave been prepared which evokate, the produdbacrI&On comparative and/or raRanalanalyals IpIgaffy the follarAft,desion critarl , A. Maximum Allowable Spain% Z MWITINMAROWObloSparts 3, Minimum Wass Separation 4. Anchot6padog 115OSW 0- AViENUIESUtTE 100, PEORFIELD BEACH, FLO44p* 33442 (954) 354-0660I ($66) 396-9999 TrAK*Emr.iwsERihqExPFl .44 f-Flaill, 1 (111 - —MAk. t "'WON awlll -a H IX T ENGINEERINC3 Page 2 of 2 All American Shutters and Glen - 24p Uvanized Steel Storm Panels N[033% Inerestain, used InIthedeplign0thisproduct. Sapprodon from igaid" Is not requited Yo0nalallations.oubil of wind zone 4 and spoartfiall fiediftfies, Impact Resistance. Large Impel Resistance bps been dooknTstrated as evidenced In previously Kelso Ierstrepoift Mod is secou rited for in the engineering design of this produd. WndLoadResistance, Tli product has been designed to fasist*nd Loads as Indicated in the span schiplultral the isil Product Evakwift Document P:e, engineering drawing), Installation ! proOlAc0shall be insiolledin strict complal will respoCIVe Product Evaluation Document (14, .11:1noehigil drinmil -pilonli w1th all Components noul therell Product components shall be of the material spatted In that priti respective Product Evaluation Doc urnent lie. Engineering drailril UmItationsA Conditions of Use, Use of this product shag be In strict sawfdal with the respective Product Evaluation Document (i.e. angineeft drwM* as noted herein, Allsuppol head structures shall be desIgned to replat oil superimposed loads and shall be Ole oulderril Wed ittThis prodi respective Hoststructuro, coh4ftoswinfoh sterol accounted li in We prcdu�rs respective-anchorschedule shall'be dps�ed forms trift-specific basis by'a registered P1, onal eflatneer. All comporeft which are permarrentIV installed! -shall be protected against corroslort, contamination, and Other Such damage at an limes, This product has boon designed forui wNfil and outside the high Velocity Hurries" Zoos fHVHZ$ frill Bonnexi PE ]ENGINEERING f)OWEW #PE004049 I Cert. Audi. 9885 160 S My Wx AY*W us SUITE 10 6, DEE 9 Fie 0 BEACH, F1 Il A, "44 2 (954) 354-()660 1 (866) 3915-9999 TEAM CON tNtwINFoRTNGExPR965,COM INSI&LOON OEMLS EQ8 SERIES 2QQQ E=Z MANG STORM PANEL(l) INTO POURED 9ONCRETE, 9ON9WE MCK AND W= STRUCIURES TA 114111 141, HEX *001, mama tr me, ANCHOR1.. 0,6, i Mo WE 11 E OF y" . A5 9 mi. w. 1"t w*7 AT Ok EXISI)ING to GLASS POP pop fwEr 6al A 4 MWIL AX, RAN, LENGTH.Ni __T $69 Ir- T. TZ-_ SON OF 'V 2' F. NN _V4 -01000N All 1/411 CON ..:P - 2 Qr Ow REQUIRED" % "COUIRM I hil - MMO L111 1 0421 SCALE: 3/8-,. -, 0011MMY, ALINUM SCALE 3/8-1- FOR MAX, DESIGN Mr.. PANEL L040TH SHALL BE 21-15" FLDl WILEffil COOL an High Velocity "a Zone) a o.4 I "M U3120. W_ 14 GAGE GALVANIZED STEEL STORM PANEL DOW Al 1. INSTALLATION ARE ONLY VAUD XS.D_ PRESSURE RATING +/- WO psl AND, 6'-r MAX PANEL LENGTH; 2, FOR NEW WOOD FRAME -CONSTRUCTION: Ill STATE > ILIECO I c "ORM P GLOUL MIEMM FROol UC. MEMENEIRS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ft; 4_1 Wei (W)UN-76-i� f* (04)al DENSITY OF 0.56 OR EQUAL, nN Jelm i Mom f.� r *ww `1 or I& ALL AMERICAN 5HuTrERS AND GLASS 24_90ALVANIZEalsTaL STORK PANELS 4HVHZ & N-ON-HVHZ), fop MPUNT X19 I WAN Al At AlwRyl eoTlsrMraauNrrTyt* As 6w,b) AN6 CEO i Wt IWAl 4krtFy. WINGWT�FAATENBO 0, let OVERLAl 4PPRATEORRI _5pANTMM) VERTICAL, MOUNT ELEVATION (NOTCHES PANELS) 14171& - MA_Fcd- Oil 4B,1TRl Itwin :FIE (lbClx,Ti'pNM TOO MOUNT ATVPE L ALLOWABLE PANEL SPAN & GLASS SEPAW2N §CHEDULE- 24 GAUM MINIMUM STOW PAWL-SOARATKIN FROM CLASS tw4tv'WIND zoll mi facritries) MAJi X rIPsFl SPAN SIC F —Tvil DEMN LOAC DETERMINE 0 SPAN. VE MAXIMUM ALLOWABLE Ly � 'DESIGN PR5S$UR_E-5-, 1p1% f Ni il 0.1 ACN WESTFtLaptDAPAIN W 14RZ V10i _j RRIEFUT. Z�31443 VISIT ECALd.116131W PIR A ,O%1 *WQJ'O FIE @ �MINIMUM ALLOWABLE SPAN SCHEDULE E fr s w Yi cJ s. ry L. W=JL00.f 00.", Ik TAB. Molt. Wfift SJUE MOUffin AAt A01 S- -AlIfli $M -WAIl wag 601`0"Cl M PER < vTkell oil rh 4 2219 to -.1 oil \Q) AN xATdktER* V zsto 10 1. ix...w :J 4 .11M "llitit A 14 ACCEP,.6m arletitwIssust X.I.MER LOAD. 0 OK GLASS SEPARATION NOTES: 1. ENtg=IAZ WITH POS11AWDEOW Ull VeItAMINE FORT , AWTIONFRCMTRE"MTOMPROTIECTED. 2- SCHEWLE MAINQUI RED FORUM WrM POSITIVE LOADS ONLY, for" INTERPOLATION SETWEEN WADS 15 ACCEPTASM {THERM USE NEXT MGHEK xom*ft_A$ LOAD, wzal 1 FOR INSTA"TIONS Wrshl THE WMZ ANUOUTEIVEOF eSMWTfAL FACILITIES IN A$!W WIND ZONIJES, I THROUGH 3, THE GIA% WARATION SCHEDULE IS Not NjNO MINT MlSEPARATION FROM THE PROTECTED OPENI:M=AR > L OPTIONAL INTERIOR FASTENING DETAIL . . . . . . . . . . @ ` EEAFY211AUROWl 1154-Iiii OPTIONAL EGRESS PANEL DETAIL IF rxANroar 9. 4 4� fl �ay 4 GA T L_j_js", T_ OF- '5"L 6 F5 38 MA 1�13 v T L. M&TWIl P� 10 77T &as&- I J_l - 4`�1111 "I"' T__ th- TYR NVOY P Pill, -16, =tu& z. Ike .25, Ma, MAN, OVERLAP .4., M _2 MAX. i LD-OUT ANCErr 4 W, _T1 M MIN, T, IN, MAX, MIN_ Qj, Tg ee� 4 ANCHOR SPACING SCHEDULE: 24 GAUGE *MLS � PAN EL VAxwTENIEIW 0 I7.V D9; OnWO Jx* �Glw�r aj,4� i oftrANcil ItrAni sw up, TQb1-iw "LlIr �x Dril SW OPFQ -6 N TIFFE PRE55i co"N"PE Cape 77P. IMF). 41 Ca, C-3 C4 Cf C2 C� 4A 01-- =1 re Twill 0 Fa Z4 311� (Ill =L CoM n r_ 43 1:41 �L caF. rL, "s"', Iiz 1PIV I lia F11 I I Lt. 1� 1Z.5 I E, �A, �tl VIUrt" r, —1 :, LT' LTJ 1 4, 1111TI, s,,�� It %r i.-r" r45. 11� �l 0 gt* ±dul I&C, B.T111 ,,V, I E LI IV "!o ii'�— 1.4' 40 Ek-s-11 w 3, 1 _15 111 gr, it c., 44 L2.5. IMP *01-14,7', sz, IaU� _tz_v� Is,." 14.71 SZ" iE-V 14,7 R lco,, Ill 441, 12.5- MD" RV 15*1 L2-1" Is,W AI-91 1�!r Moll 1,41w` e.., iz511 12.V" irw Isqu 4=v, ��a` lKal 772-,�* lzw, I, ; 0:1UPIN 10;1" 121 100, tax, 10 IP 51 Ir" , 19,B - 6z, i _12 Vffiobftaw 4L Ms" Vlrk5464'1�"' 12.v, S0�' 1"' `g'r' 4, 48 ?w, 1�,5! ;W: 15�4' je. b=M0.ur - 5. IIA0. f p It .1 1W. I =37 V 5, �_ol 1?tI1 I 15oll 72. -ox" a', ji 41w, 5�IFL- 1151. IKE, �, 13 E=Iei TH- —Ke 4EF, 11 12,51, 9�5 11W U141112AII 16V 411u, 9.1 33 32-V `160 ".&` Iz.511 111" 11,1�� 114" 125. �W 44.0.1 ItV, 33 1z.1v llf;�o! 12� ftr"W' TAX��ll 41, Tz.v ilrd� Isa., As.Lv ir.o,! ALL ill -__ io;t'! . 11-5 jg2o:� 15.V`133311 11,115111 1 40 s. �g It 17-51, 15.a* 17,5 12N'tIll IA,17 LZ5'- 32S, 1W61111 71 Vz.v� 1&dl 9.V 1;LV Iiiiall 2, Irlu, is I W � W Mao 2 LL9" 12,7! 41 2,r I",- A411 IZS' 14.11` 1 ILA'�'l IM:- It. 's lilrT` g. MI MINfFiRX-1� 41 L1415" �Ill TO, t�.V ;Z.V 4. z 48 1`v, �tjal I &4" 5,W' 6�2VI2. �K �sz j't.,61 Lg�wl I ij 0. loina z. .2d ��v 4" 4o 4 Wit' K4-Vil'a"M til 1 ANCHOR NOTES: ri 5z 61.11 &P, wj jpG M NSAN Q. IN T If,." 14-,Affio 11. MAXIMUM &LOWABLELAINCi 5PACING, RAXIMLRALLPWA0LI1r* Q Iti DICA ED 41 jv. IN E� jLl ILLi X &4 515" A 'PZS!TNr)Wj CH DuLl � ON PANEL FP6 % 46 E-2w, A-I'Mill 'i MATERIAL,, ANCFItJRTYPE_ 5EI_SL7ZEWGN 0*b GRIEATEIR %ALMl DESIGN I'z DI 11151MW". rli�`- oN �11 Arlo, _�51 11�!C,4za V, 11 �J�PNJaEEL Mo 4� 3,%,tr s, �l $,a,, s.iw�I wai 4.e AIV, 6.1, -1 �7 4.1�, *0 ioN H ALL NTIlt4,t, , 'MLS;ONS 4H .1�!r I'A'Br, W t �"' �ftj,, 4'j"] l 1113� 4,1 " 40. L FA N ACrrl�i76paQAl 51 111' A.7� '1� ' 4V' 6,Z,5, "I, Af" 111. ND cNi -C 'a" GM 111. 10 _&uFAMgER&, aw-PmqENt34TxN& Ti' &25" al].V 4.V It' 15i T121 T _41§` 4 MA 1 "r, : uIP'T fifi. 1TV 16 x, i�zxl mi - 1 W. 13 As -TM cl�gpLocl FMo 16.Q. im" .1.. L ALLICIPIrs-lal At w.F." �j�:: 1z, 16 7�1111 r�,21.1' R stiirol -Ell 111.51' '7,7 _0AM, THER W611 YtV)F5,51FUCM F ur§L AJ990 Tt�s, 16,01 77-p- &z� tzs,� ltw 7x., 6,�e, 'aP.SH6L,,pEVMFjEbL rQTH TO ERS �Mo TT a Gr wL- 7z A T A S K.� �xvl lt,.wl 7-7, ts.� t.21 5.91 o.2r i I e.,21. 01 co ANi Nil it Mi TOUN-rAACkED WNCIPtIE Ull EMEW la A2,V' Mll $.4- 4 ''1 4,4 4 6,21. 1&2- .v Ill q, VEtaFW44ERE EXISTIM95TRUCTU WA EXXTING C DITTONS MAY YMY, FTl fig I 5,2,, Is, 41 112 Z - I _ �V', 3�r 4 6;: !T� 194 MING MEMIKEI NOT FLYWO01), FMTENING _ V �A - 5,2" Is', S 1-1 4B '0 447 4 -P ]t4Z`jL :l 0" 111 �11' N, i o IEC 3�5.' U-� I -w- - L�,pp D 51, 61A51! 1=1,6 4,1,-'.jjS .911 ERE 111, INCE 'AC FOP. 1) N5 i DENSIPF, LALqS EWER GEMENTiCIPTHREADiINTOTHEPAM _7) i V FINIS ES I =W FV:%SHIEZ, ALL H 'AaL M LINEARINMIRPCLATIDIN IN Pri FOR i WrM THE 1,45TEMEM TMS SHEET, k Et ter' bit 72 12.6 fro gyp' Z A. Ar Ilz 0. firs' i6.8 O 52. Q) _0 -Fu > 0 (3) (3) CL 0 0 '6)-1 ca 0 — C/) Q) -= (1) =3 0 M 0 -cu C/) 5 " Co = C) .0— 4- C0 U_ ,- 0 CU > Cn — •Cn 'F —0 a)E Cn " 0 W ZV 00 C,4 CD .22 Ljj car co C4 C2- E a) C2 O CcCA Cn 0 L_ [CDL 0 OL C/) LIJ SHEET NO. SH 1.5 \ � � � y � sjucArc &V6 (� M{- -,, (4 L.> E