Loading...
HomeMy WebLinkAbout36464 Garden Wall Way' - ' �" - - -- t I A r ' n � Ill ! �'nAll' AIiR1 f►11'+'qHl"Ft �w , r , . � I° II l� � � I I � �� �_ AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A. F.F. Above Finished Floor AHUorA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V. L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES 17= NN/�R 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SIN STRUCTURAL N OTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 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 SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N N N a F— d o W e� a C cc V N .-oODx N O 41 Q CV � � 3 � L m y CU sa V! G E o RECEIVEb DEC 2 0 2022, I I Ia�frpro'i ��,�,��i.�sltc W + b .. �`,SL c. —J �.CJ✓ 0 �� � �• c) C � ^ .i ( y �• elf Sri 1 � •• .... , . p�� �'� f 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. N E ,lL o v 4% — N Gn0 UNO it LL a y v) V J LL LL W J � LL a 'D 0) a 4 Z L ZZ5 0 '�2 o 0 W ��°'°' m J Z L0 N Z Q IL IL a = N O U L) !n W El z N M z z o a v J a N M N O V W � V 0 w $ N �NLy N = n w m A g I x N o soo o Z� M za o Z Z J �p 0 zo 0� � Z® � Q �z oa _ X OU a0o a °U Z O N ro L o ¢o aZ M Z V) C o a or U N m i Zu ~Z Z J m Q W iZ g 3 Q -UM �� Zt/o a a � Z W U <0 0 tiLL �3 =r o wa �o CD Z a 3 J M O m m 0 L O co T Y CU O m N cLO ate-+ '2 .� (.D N C) 'lot IOtn NQ N �p CD r � :�' .u^' M - 7 — I 0 o Z W Z c f/j E T rn E iu m c a 0 _ a o � JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. C S ",� . 4�:11:: t � �:� W�..1 1':�YIL�,►�I1�4II��diuVlllW�■1�■1�� � KITCHEN an MIRROR [In'l ICI I � II O. BATH VARIES, 2" LESS THAN CABINETS BELOW KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = VI NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE / SHWR. SHWR. / VARIES / CURTAIN HEAD RODS ROD z 24" TOWEL BAR g W ON WALL ABOVE TOWEL BAR IN o TUB OR SHWR. c TOILET TOWEL BAR a ON BATHROOM WALL SHWR. Is (=7 MEDICINE t VALVES = 4 CABINET TOILET `4 SOAP 1 PAPER O b DISH U i HOLDER oZ oZ �$ o in f7 Ma iv M TUB SINGLE ROD 78 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36 H BASE O FINISHED CABINETS- 0 COUNTER TOP 30" H BASE 4 t;o CABINETS - C LL ^N rn IL n rh 0 °9 io 2x FRAMING o , 1/2" GYP t ? BOARD FIN. FIR. FIN. FLI x V. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = V-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE -� TO SECOND FLOOR DRYER VTE HANSON BOX 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL Z w PAD OUT g z U� Q � U y0U �_ U W >Lu U CD �_ ool o 1 T �t HB CFI-f)" 12'-0" 13'-0" 8'4 T-9" AC PAD OHB 35-SH ■ ■ ■ ---------------------- j --- C NOOK --- - LANAI -- „ - - 8' 8 FLAT CLG. -1 8'-0" FLAT CLG. AFF I o TILE I I 1214I O - - ---i a ■ ••1•• I 11 I II ■ - ICL I I I m O I Y 1N F I O 55r-- FAMILY , 8'-8" FLAT CLG. It CARPET -- I L-- I 2-11L7 'v i--+ 24 - i - 68 8'-8" FLAT CLG. .., -; _ 04 V-0" TILE 11N FLOOR G.T.REF. - --- ---------- - 5 5'-74' 3 (3)2x4#2SPF 2 DINING STUDS w/ (3) 16d GG ■ 1 NAILS @ BASE 8'-8" FLAT CLG. S3 CARPET _ 0 � 4'-24' 3.3 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. 10 UP (3) 2X4 #2 SPF ■ - 010 N STUDS w/ (3) 16d ,0 M NAILS @ BASE 1 - 4068 ARCH PW D R -- -- - GG D. S3 � T � -` 8'-8' FLAT CLG. � (3) 2x4 #2SPF �6� I - - I --- I 68 TILE I W/ HTT16 Tp o,-STUDS 1 AT BASE ■ - - in LAU N a - _ EON K 0- I FOYER - W' 8'-8" FLAT CLG. Q -- - 8'-8" FLAT CLG.-' TILE S4 - TILE --- I -� H tt�ttt�t��ttttttttt SW - o - -- - - -+-- -� T-24 4,_01I W.H. 6'-7d -- - + 6-41 -- - - 1T-10" J 0- --_� --- - BUILDER TO 35 EDGE OF SLAB 2- --- PROVIDE APPLIANCE D1 BEYOND WALL * _ PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS TO BE FLUSH. FIELD o 8'-8" CLG. A.F.F. G.T. VERIFY. I I ~ I - - - - - - - - - - - - - - - - - --- 8'-0" CLG. A.F.F. O I _ _ _ _ W ��2i w z =21 ATTIC 1 O =L---- ENTRY '-0" FLAT CLG. AFF m J GARAGE - - - - - - � U f=- �o� 50 8'-0"CLG. A.F.F. TYP. @ SINGLE N STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4' 4" 1'4" r- - - - - - - - - - - - - - - - - - I I I - - - - - - - - - - - - - -- I I I I I I I I K I I I I I S4 TYP. @ I I GARAGE I---------------- O I 16070 OVERHEAD DOOR V-8" 16'-0" 1'-8" 5'-8" 19'-4" 25'-0" ///���''' 1'-4"X1'-4" "IL"/ SHAPE CMU / COLUMN v7 L6 N O �e TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL LID co O -1'-4"X1'-4" "L„ SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25# S.H. 13 20X38J 181X37a S.H. 14 20 X 501 18 2'X 50 S.H. 15 20X63 18�X62J S.H. 16 20X72 182X711 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 111-13 271/4X38g 26x37' S.H. 1 H4 27 4 X 50 8 26 x 50 S.H. 1 H5 2714 X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 251 /2 S.H. 23 37 J X 38 a 36 J X 37 3/4 S.H. 24 37 4 X 50 a 36 4 X 50 S.H. 25 37 J X 63 36 J X 621 /2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54X26 52�X25� S.H. 33 54 X 38 s 521 X 37 1 S.H. 34 54 X 50 s 52 ' X 50 S.H. 35 54 X 63 52 2'X 621 S.H. 36 54 X 72 52 � X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14 M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) j R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B SCALE: Y4"=1'-0" N N c c+1 d =o > W O c Mc�N co o V1 .a lV t us m o Q N Y a� E s c dc�a w •3 m is d a� a N c � o 0 N ,� 1 ems• ,C 6 !Lz 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 - Residental 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W v E V Q CO 0 N' r M 7 0 tnt-r-�� M M y 2s a LL Q C LL u- z W ILA S a J a- _ Lc Z =- 6 2 � � Cq o o W ��pjO' of J IL Z CO M 0 Q ZN G U U ai W ❑ R Z N M Z J a V) z (L) o o LL 4-1 cn ra w m jL`_ J O w o V) c �tn r6 v asw 3 t =1� = 8 r�In 0 0 N O IIIO o CID W o z � EO � w0 oa ~ CID - as 5. o z O E N o wo ao a ¢w T ro z � mo N C - N 2 =m Zz Z aw Sa go W fl- a m w o. ~� Jz 3 o cD w� >_ a ova r1• za >M ui cc 0 a� L O co c T xco O C �ca 0 N O (0N L0 N Q co o T- ui L LA' M o Z f0 z I to E r- m m c E 4ic U a. Q p JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 1.1 . .i..," �:• A1I IPNIf I "w_ T Rf�, I I � � i ----� - - - - I 'I � � I I 42" KNEE WALL WITH �" CAP &CASING OR 36 36" RAILING - CONT. HANDRAIL 36"H. RETURN TO 3/4" PLYWOOD GRGRASPABLEABLE DECKING RAILING 16 WALL DETAIL -- B - - - - - SCALE: NTS -_-- - 12 PRE-ENG FLOOR - - - TRUSS 10: ix TREAD (TYP.) 25'-0" 3/4" PLYWOOD - - 1 DECKING 8 1 ";,a 6'-7" 16'-1" 2'-4" 2x6 LANDIN 7 1 r ix RISERS (TYP.) 2x4 THRUST 1 _ 00 BLOCK RZ 6 r`00 2x4 FRAMING 1 (3) 2x12 1 5 42" KNEE WALL WITH r' STRINGERS 4 1x8 CAP & CASING OR 3 ! 36" RAILING 3/4" PLYWOOD D2 0(D) H1 2x4 #2 SPF STUDS @ 16" DECKING TYP. @ 6 O 6 O.C. TYP. @ 2nd FLOOR M 2 2x4 THRUST 2x6 LANDING c%) CORNERS (2) 25-SH 1/2 33 SH EXTERIOR WALLS 2x4 FRAMING 1 BLOCK EGRESS D2 TEMP D2 in 774-SHP ® 0N 33S3 ) -1II -1 1 BP TYP. STAIR SECTION - SPECS. SCALE: 1/4" = 1' o" 3 co I STAIR CALCULATIONS: 1 2469O. BA H TOTAL RISE = 10'-0 3/4" D2 1 Iti el TEMP. GL. (i6) RISERS AT 7 -9/16" SIM. w/ (1) V-0" FLAT ClG I I ENCL. ON 42" G_T. o R/SH - I TILE - HIGH KNWL. 10" TREADS w/ 3/4" NOSING MSTAM36 - - - - - - - - - - N - -_� - 48x42 @ BASE RECESS Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. 12'-10" T-2" T 7-o SHk�WE D2 Riser height: ___,��� I TILE 7Q SIM. wi 1 The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of theme I ;,!'A.F.FMSTAM36 adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 36" x 22° - =-I j= - @BASE Tread depth: OWNERS ATTIC I C IQ - - ACCESS 8'-0" F T CLG I� i� N The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of SUITE CAR T I M I - the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any 8'-0" FLAT CLG 2468 flight of stairs shall not exceed the smallest by more than 3/8 inch. CARPET -- -- --- - Winders: ~ N Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. 4068 9 Nosings: B.F. co The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not ------------ more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the R/SH BEDROOM 2 smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. _ - - 8'-0" FLAT CLG � Beveling of nosings shall not exceed 1/2 inch. CARPET Handrails T-6" 4" 4'-8" 4" 12'-2" U) v=i a 6 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail 6 C9 D2 height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less M N w o O H1 than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be v 16 42" H 1/2 WALL 2668 5068 v returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 15 OR RAILING PER B.F. 11/2 inches between the wall and the handrails. 14 SPECS _ J Grip -size: 6 1: 13 T- - - - - - - - - - - - - - - S @ Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches D2 N 1 N A R/SH TYP. 2 or provide equivalent grasp -ability in compliance with Section R311.7.8.3. 12 - STORY. SEE Guards: H1 O 11 TECH 80 0 o JJ/S6 FOR 10 I CENTER „ STEMWALL Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 T OPT. riches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. 3'-11° 9 3'-3" 5'-8' T4.5'-7' 3'-3" 4 9 P 9 9 P 9 L1 6� ---- Re Required guards at open -sided walking surfaces, --- I LE TO 9 Y 1 9 9 9 g 7 M _- __ 0 FLAT CLG T A.F.F. including stairs, porches, balconies or landings, shall be not less than 36 1 g h riches In height as measured vertical) above the adjacent walking surface or the line connecting the leaden edges of the " treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a 6 2868 T TILE sphere 4 inches in diameter. 11 Under -stair protection: Dio C9 2 Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side SIM. w/ (1) "' N o N with 1/2-inch gypsum board. @ BASE 6 6, SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS 1 CONNECT TC T N 10 4-SH BEDROOM 3 D2 N a, G.T. 8'-0" FLAT CLG I CARPET SIM. w/ (1) ------- - ----- MSTAM36 1 V-2" 2'-4' I 11'-6" @ BASE ------ G.T. -----� PLY SHEATHING OVER ,� 1 = SIM. w/ (1) LANDING ATTACHED PER m I a MSTAM36 GENERAL FLOOR 3 BEDROOM 4 , @ BASE CONSTRUCTION NOTES D2 8'-0" FLAT CLG 1 I 3 CARPET D2 2x8 #2 SYP JOISTS @ LANDING SIM. w/ (1) 1 @ 16"O.C. w/ SIMPSON A35/USP I BASE 6 M I o MP34 OR LUS26 HANGER ON I Iri 1/2 33 SH EA. SIDE i H1 B 6 MASONRY OR WOOD WALL, D2 l 25-SH GRESS 25-SH EGRESS p2 D2 I I SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER H1 OB 22 pi H1 B I w/ (3) 16d NAILS @ 16" O.C. MAX. I TO EA. STUD. ((2) 1 /4"X3 1/2" - - - - - - - - - - TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2-11" 19'-4" L 25-0" I I I I I I I I I I I I I I I I I I I I I ---------------------------------------J T-8" v ZN REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2'X 251 S.H. 13 20X38J 181X37i S.H. 14 20X508' 18�x50 S.H. 15 20X63 184X62' S.H. 16 20X72 182'X711 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 J 26 x 37 n S.H. 1 H4 274' X 508 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36; X 25 1/2 S.H. 23 37 J X 38 s 36 ' X 37 3/4 S.H. 24 37 J X 50 a 36 4 X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 2'X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 2 X 371 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 � X 62 S.H. 36 54 X 72 52 2' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-318" 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. Ed. 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.G. 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 f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B SCALE: )/4"=V-0" N 0 0 W cV CL s o �y o N - omx r Cu' G- N R O ►. y d O f0 d a E s c 3 es Tada,� CD o a o. E o M_ q���,titq��VE@tt+f4Pgf�g�� < U .• N�O • l Q •��f�ff ,,••F R�FL3,�\� a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 1- a o E $ s, Q 4i 2s2Sz C J V Lu LL Z 5 J LL 5 a Lu m = °' °' '6 0 �.�N� o 0 W Z ILW �Cq�mw N M Z Q Z OU 0 W U) 13 13 z C, z o J v NcD Z .0 5 4-1 � a U w $ N lr� y �N ® U ,,, e _ 8 h.... I -_c U) CIO �w M M 0 Z ce E �Z Q a a v �° o ?e 00 Z � O xU az �` �U oZ wz N I- o ao ¢ i t0 C - oZ U m� 0 Z Z Cn 0J m OI Q w fZ z g0 U a0 1� �LL z ?' o O 'W uiN ell o, 0 3 >M c� Lo .-. ca I� Y M O U) m N 4-1 C � J (1)U') 0 72 N O N LO N Q o r ' ,u^, 7 -I M ti 00 o Z N Z E T E Iv ui c a U � Q p � JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 1.2 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 STUCCO 5� BANDS T.O.P. — HDR__ EXTERIOR PLASTER ON FRAME Cl) SCORED N STUCCO BANDS 25 SH / 2nd FIN. - i --- -- FLRT.O.M. --- - - - - - - - - - T.O.M. GAR._ _ _ ______ __ _ / ENTRY - - - — - - - - CJ / WEEP HDR. HGT. o0 io SCORED LI STUCCO BANDS 119 TEXTURED 0 11, a00000aa v v CEMENTITIOUS El D El a FINISH ON CMU SCORED ElEl�ElEl�E� STUCCO BANDS CVFINn _FLR.- -- ���f---t--- -- 16070 OVERHEAD DOOR 12 �5 FLASHING 12 FRONT ELEVATION - B SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS --t, �t---- SCORED STUCCO BANDS -- s" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" T.O.P.------------------------------ ---- HDR. CJ CJ EXTERIOR PLASTER ON FRAME 25 SH I. FLR. - — — — — — — — — — — — — — — — — — — — — — T.O.M._ ------------------ ---- T.O.M. GAR_ _ ENTRY HDR. HGT. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- ------- - FLASHING- -------- ---------------------- -- ----------- ---------------- CJ / WEEP SCORED STUCCO BANDS 35 SH 25 SH FIN. FLR. F- TEXTURED CEMENTITIOUS FINISH ON CMU RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual 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 h II s a 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 N N co c%A " W t-- ote a v a� M O C fG m N O- _ •y d O A d •, do=a cc N �- � E r, a. `o e .. Q J�O� n •., •• 111 f�0FErS10 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. U) E C:)H co$ gR N V 0 N co r` N 2. M aj co V Q JLLU_ LL W a 0 13 Z m C °' =o @l6 W 0 ' N ( p o W o W U) cpl LL Z L- N Z Q J I- N Z 0 0 U U) W 1:1 Li 0 Z N Z z a U) N z � U � +-+ r` •U � .a Ou., 8 N U � co w C") M a Zo Z Z �o g¢ Z ¢o a �� o�Z® Qi ❑a — O E %0 a OO OO o K Z o N It <= ao Z ww W 2 a? � C: yS m0 o Z � J �m >Z Ey ZO Q U a W Jo wa �_ O � moo¢ zaTo3 0r y(D i M J Orn m M 0 LO co co a- Z (n m �: N C U) 4-1 a) `i ca N C:) N N LO Q ili M A�F M 1— LO 3 vi 00 o Z Z E T E c a. U _J Q p JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 2.1 I IIRIIlml 01 EXTEI PLASI FRAM TEXTU CEMEP FINISH 50 o0 60 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� ------ --®- - - - - - - - - - - - - - - - - - - - - - 1/2 33 SH CJ 12 �5 25 SH 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR----------------------------------------------------I------ M. HDR. HGT_---1-- FIN.FLRj-_-1__ I J 6068 SGD CJ / WEEP 35 SH REAR ELEVATION - B SCALE: 1/4" = V-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 $ ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual 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 N 0 N c 00 N d > W l.� ✓ o (� C2- o CD C M C.� = io o Ln d C7 A C o � g R eu a3i u a u W cm y C1 _ R o d u s- ! Wr/v%,i ♦♦♦��'`'O P, �N S E •G v tL fie Q J :\71 A �rrrrinlii�'�� 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. 0 W �E 0 y iu c@ Lo 0 '� �-PN v �rN0 0 "" Q -u LL w JLLLL (1 Z L @ 0 w 0 32n� o Ir W U)°' 0 m J Z� N Z Q LLW ZN OU U U) Z N /h 0 8 z �co z o J — d N (nv) M z 0 0 � f'6 w 0 LU g N c N �tn n U uJ J _ $ g ! c co x Q 0 sec co 0 w M 0a z i o is NCO p a w� Z® oa H � U =() 0� Z O (V a¢ w z <g w 2 w co N c - y� mf 0 gZ Z Qw Z z d Z 50 Woa c� 3 � �o az �K OMilli!C7 0 �5 Fa zl< a0 DU 3 >M J rn m m 0 CU 0 r QCr -6 c0 m N 0 ' n d, (D N O N In N Q o ,— d M T- 00 o Z M Z C 7 f/1 E T N E « M C it O U Z Q M c J JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 2.2 t w II1-w41! yl 1' 1 lah ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A1200A INDOOR PANEL CENTER n 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER NEMA1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #1010 WH #8 to Range #6 to HVAC 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. DEDICATED RECEPTACLE FOR MICROWAVE RAN( HOOD PER SPECS 1.5" VTR ill 3" VTR III I I I I I I I I I\ \ \\\ 11j3" VTR PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER \ L---L' \ :'KITCHEN )J F----i1-i / SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" A/C PAD DISC. WP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS X CC W W I- 0 W Z J_ SOS m IrLU U H>> OJ > _-I TDB & GFI TO ------- BE ALIGNED VERTICALLY I / COACH LIGHTS ACOACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS PER SPECS 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. I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I FIRST FLOOR ELECTRICAL PLAN -B SECOND FLOOR ELECTRICAL PLAN-B 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 v E 0 8 LQg C _N �04ti 46 13 13 Q Z C J Z J u- S —v LL a a w c = f0 0 C; W :3N ty co 0 r- O �Oc m w ILoN Z tGo Z Q J Z N O U U W El El v Z M N f7 Cc,Z J o v — N N CD CD � a 0 un �N w C N °= in U tit g E t 8 =!� Of N d 0 Q so CD co c•') ch N o I w Z Z J U- E o m z a � O 0 > 6 ry z® 00 ~ U �Q � U WQ w Z O tti N � <g S ¢o w ¢ m0 Z nY 0) U ZLL a Z N 3 o< Z a0 Z W d Mj o CDa <w w 0E �_ Flo 0000 F '�V C C:)i 0 M J m 0 L co Q ^ L.1 0 o O �-- m LO -0 co N O C)Q N p � T L CM i6 T- 0 o Z Z E T E U y v ui to a- -j Q rj JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 3 my r' Ir"FIVIirIA W1-, � ����1 1 7 it 7 F LI.I a O J r C6 4'-0" ROOF VENT 46, 5:12 SLOPE H z ZONE-2 �_ w ATTIC SPACE 9 0 1170 SQ. FT. 49 W C7 0 w a O J N a 4 L,9 5:12 SLOP 5:12 1 SL 5:12 5:12 LU t5�1 I OPL4] 2ySLOP OP SL �E III 5:1♦ 2 SLOPE 5:12 SLOPE' w I LU ZONE-1 u_ 01 ATTIC S PAC 316 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent )mt Amt. Req.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 IN. of IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation tilation Ventilation tilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 —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 - B SCALE: %4'=1'-0" \.1 �.1 i 1.f G N O ✓ co L+ = 1aa0 W N — an x .�,C2 L& o- N b O N C dev jC N W v a� eo f0 y N N N A T O- C <O O d v r- O a-- oo\A/Nerii� e e W - or ' E} 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. fA W v E a 8 N 0 N cb 0 goo Q C J LL JLLLL a CC LU Z ca c n.13 2 0 i G � 0 C14 0 W cRggjO. m W z � M< IL Z N 0 U rU W 1:10 C! cO z � � z a - N (7 N `Z�hh � lJ O � LL �_ cn w a � W U 0 w $ In c to ¢ �NO S� o W o U_ E z� �° Z® Q N ui � z 0 oa o0 C1 a0. . 05 z N a. wZ �ILI rp = C - 2 .a O x �o ms O Ou Z z J ( <w g 3 gLL 1:U Z 5, W 3 aZ yLL =3 o w N �_ a� �3 0 c 0 i >M J O v `m 0 LO O t° r c O v / U -2 c7 N O O N CD N L0 Q �O T M 0 o Z M z C „C7 Ul E T w E N N m C re 0 W 'D 0 _j Q 0 c � JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 4 f--J°„' ---! L Lam--'11 ' I I' fl - 1- 1 � I_ 1- -11 •,= #5 CONTINUOUS J S6 TYP. @ TWO STORY 12'-0" Be 13'-0" lie 3'-5" 5'-2" 3'-5" T 1 V-8" AC PAD L TYP. @ v PORCH IN II■ ■ ■ 4%. t I INDICATES FILLED CELL I �a w Q w/3000 PISI CONC. GROUT I p T FROM FTR. TO BEAM w/ (1) #51 cp §2 U I REBAR VERT. ABOVE SLAB. ■ I I TYPICAL @ ALL PLACES I 4" 6-10" 5'-10" ISHOWN. HOOKED FTG DOWEL w/ 17" EMBEDMENT - w/ 25" EXT. ABOVE SLAB. 1 q I GRADE A0 STEEL I IcJ I I HVAC CHASE 3 ON 1' BASED — — — ------ I LOCATION M PROVIDE 1 1/2" RECESS FOR SGD REFER TO MASONSI ■ I OPI I OP REFER FOR WIDTH.1 1 II (D I I ■ o I rj I a� I 101 I I • �—_ — �� C.J. lL W_J I 4'- 1" 13-8y 13Y2' MIN. 3000psi CONC. SLAB FOR HERNANDO �j COUNTY ONLY. 3Y2" MIN. 2500psi CONC. SLAB I ■ ■ OVER 6 MIL VISQUEEN II REF. I VAPOR BARRIER I GG TYP U �I S3 I I I O 1 1 1 F I III I I � I ■ III i I I T. 7, 3" N ■ PLUMBING I STACK al _ o STUB UP 13 1 fO TO 2ND FLOOR L W I FOR A/C —j C_J. I 1 3'-0" nnruuuttnrAnlnnil uu,<nr�nnnnen � - - Miami 9 wz Z >-0o ix 0 >°mIN I oQ ■a ¢9 U -j , QLU o I �U I w >W I TYP. @ o SINGLE 10 STORY ■ A S3 I I O ih 1'-8" 1 ■ I 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. I I I CV g■ ■ ■ ■ 2' W T� 3'-111, 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. c 00 v CV 10 1 0 PROVIDE 1/2" X 9 I ■ N 1/2" RECESS FOR ■ FRONT DOOR TOP OF CONC./ PAVER TO BE 4" 1 BELOW FIN. FLR. 4" wo - `t 1 U 1 in C.J. 4'-4" 1'-4" 2'-6" x 2'-6" x 00 v L #5's E.W. I I S3 ■ TYP. @ w ENTRY O I J (2) #5 VERTS w/in S3 FILLED CELL (2) #5 VERTS w/in I - FILLED CELL J 16'-0" 19'-4" ■ 1'-8" 0 5'-8" 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 0 O U) w J O z U) MONOLITHIC FOUNDATION SCALE: Y4"=1'-0" � c o W !� o O R— c cc >D K N 16 O �- d N as y C r Q � ;•a A 40 N W v d eeocm s. c E Q Yam' W" 0VJ(�j r S � • ' E� 1.0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H E $ V n � �c �co C? J M Q CN 0 w LL C J LL W ��� a Z_13 m = Uj :e 111: W W 7 MN(O o W o�0 °' m Z L J N MZ <� ZOU 0 co W as V M C) z N M z � S z C qxd a J N - N M ,z,nn 1W V L T CAILL LLJ O —� Ln w o `y N U J '. w E 8 = �, J • Q N 0 S� C co �w Cl)0o N¢ z a LJL zo �z a° >N <R Q O E H a= _® wr x� �40W 0° Z O E N � nz ao <o aZ irw @ c 0 m� O ZLL ZN Ui�Z N 3 W. 0 aZ U 3 nyr G0 -LL IF 3 o CD w >i a za r;3 O 'M J O ai rn m IUD O co t— Cr CIO O CL U) .2 �: CV .P L •� CD N O (0 N � N Q O T 6 cM 0 o z Z :30 E T C4 `m 0.0 E Q p c JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 5 F" li _ n Iill Pll111l It,f'I'll ' LI 11 1 1 1 1 1 L I L1 L1L III I ' 0 N Co 12'-0" 13'-0" 2 1 TYP. @ D2 p2 CORNERS FT3GE 0 N O 80 @ 24"& O.C. MIN. i 0 1 J S6 ZI TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G 1 L1 O Cl) FT6 rr N . 1 TY..P.. RG. WALL i Cn 0 0 Ix m FT8G r ^� u/ FT13GE j FT11 r— BRG. WALL S6 ' TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL :::e (2) A 22 D1 FT9 (2) A CJ3B o0 i]b CJ113 9 D1 7 A/✓S FG3 A TYP. U.N.O. w Co a) 5'-0" w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] A!EJAROOF 1 2e 2n 2r 3 3e 3r a=4ft HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): A/IZONE 7K/ / 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD IZONE 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 I I ROOF SHEATHING: I I I O I I (D SHINGLE: Y16" EXP. 1 CY16) or 1Y/32' EXP. 1 03 /16) TILE: 1s/2" EXP. 1 (33/16) I r I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/6" x 0.113") NAILS I I I I J L r 3r " ��+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y:" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ -ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS " @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 1 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 1 Od 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 1 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 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (2) 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 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B OCS � N C Q j W O t c. o `6 cc >4 } U.- 1 N or c Lj cr_ 3 3 is ea y d A O d " ^. 4FL .� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a o $ CV p w � c r p ao N U) ti $ Q C W JLLLL EL Z=-o� a Sc 13 W (0 CP ' m J �. � N Z Q IL ,^ N .t O U W o0 v V M Z oN z O Q v J d � N M z W C7 0 � —J W � m V� O W $ N c Y U3 U ~ E '® W J m ! x U o c N 1N14 t16 C',w co Z L io >� Z® O aoa 10 Z 1cc 0 E N XU U K~ o ao 000 Oz xZ a aZs ¢w 4? i C C 'U yo mo Z� z J ¢w �Z ram- N am .12go Z W O0 a N W o NLL WF �3 �0 as O I a= is 03 J CO m m C7 n, W L LO co � O .-- U CU C) v / m N � IUD O '2 NIt N Oi L0 N Q CD T"- E M E L '^ J y 00 o Z Z E T EE `m c a U _j Q p JOB NO : 22-09403 SCALE : AS NOTED SHEET NO. 6.1 1� r }_'1��i�Ul' In'fl 1l�I''1 �"I��Frgn Irr_� IIII 'll'Iq Ilu 25' -011 I OVERHANGS OVERHANGS 19'-a'll I �i,f�ll (2) TYP. ENGINEERED W NDFPRESSURES AND SUCTIONS FOR MEANBROOFOHEIGHT:5 5 ft D RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) i 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 / GABLE -38.22 -38.22 -60.99 -60.99 -60.99—t-- --r— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � \ \�O �/ � ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I �� i� I 1 � � I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I Qlr I is ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s' EXP. 1 (24/s) or 1%32' EXP. 1 (3�s) I I I 1 I I I I TILE: 1%2' EXP. 1 Cis) I I r I I I I I I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS (5 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP CAPACITY SPF SYP SPF FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od 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) 1 0dx1 -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 -1 Od 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 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (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 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 1 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HH :P2 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER R 2 P4Y CARRIER --I xCOrvrvTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: X"=1'-0" N ti N GO N c 1'� p 0 0Uj y W L R m a4 M C: i w 'a p R d , Y v c A y N y u d C� T 'Qa c E J o a. " 0 S C'V ., 41 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 co 8 V N e ow to G oo 91 N r0 0 CAn�� 40 25 J V. aim C J 2 LL W W �Q LL S Z @ a a �[ 0 «mC �• 7 NNE W OD pj 0 Z LO NZ IL IL m w e J ZN O U U W E3❑ Z � N z � 8 Q � J fV (h c/1 z �� N fp w OLU s V) 0f N w E r 8 1 z to U • m w M fM g z 5 o. Z a LJL z 0 oza > a Qo m U z O a E0 n�it �o oa ZX( N ro i 0 ¢o Ww N= �xg� m Z �Z N o� O U a W � 3 �o �LL �W Ix L o Jz r3 �o o � w 0 . a1 ov : �C) > CM J M L :3 O r Y O a- m N c -v .� M N C) CD Ln NC) �O T '^ M Y J 00 o Z M Z N E r dm c m a E a a? U -1 a p c JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 6.2 N GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS IHIMAINJI&I FORM do GROUT SOLID jr-o � ' �w �U #5 BAR CONT. 8F12-1B/1T O Y' LINTEL DETAIL SCALE = N.T.S. MEN M 0 MR01 1: IS 0 N M a 0 =0 RELM-1 M Oil I Yr IVIV #SREBAR MIN. AT Q'D (1) REQ'D ALTERNATE POWERS I LED WIIVHI F =FILLED WITH GROUT /U=UNFILLED R = RECESSED C LEAR STEEL LINTEL n ° QTY. OF #5 O ° < REBAR @ BOTTOM ° OF LINTEL CAVITY d .M.U. #5 REBARATTOP J¢ ul d° d MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a= ` d N z d G GROUT t Y r J 0 tNOMINAL.L QUANTITY OF d 5 REBAR AT = ro w C.M.U. WIDTH #5 REBAR AT e BOTTOM OF a 'Louz '. rri O TOP LINTEL CAVITY w ul pW NOMINAL-° -BOTTOM o = d o z HEIGHT REINFORCING ¢ ¢ C7 ¢ 7 7-5/8"ACTUAL PROVIDED IN Z LL o w 8" NOMINAL WIDTH LINTEL ¢ _' C7 ` #5 REBAR AT BOTTOA Oa (VARIES) U) � it n AS INDICATED 16 GAUGE POWERS MATERIALS c-T i' pr�Tntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. ONLY IF NOTED ON LINTEL PLAN 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 1. Refer to manufacturers specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y"x1 J" TAPCONS OR TITENS -CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR ORY2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot SEE PLAN I I T/WALL I Id^ 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O O 5'-10" LL 13'-0" LL MIN.E 17'-4" LL LINTEL PLAN SCALE: Y4"=1'-0" O 8'-0" LL O 4'-6" LL (D 4'-6" LL MIN.B 5'-8" LL N ca N 0 V a :w t cz. V_ c u = ch M m k »:�- N VQ gn d C* Ci Q N CIA W a, m C, R d u d c CC o 0 e S F 1-0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W11- cE (0 V D N au 0N _ r'n r- Q M v # " C J V w LL LL d Z 13Iwo J m CM °' o W '@ N O O W N Z U0 ,°°o M Z d Z N O U rU W 1313 Z N 0 Co Z Q n � M Z � C1 0 li (a N w � O- w $ c yD-*Vl N (� r- in U ELU t 8 I 2 Q Y �w M Cl) a o Z E oo® o z oa F-- 6 o U 1 o W¢¢ O z N i a� < o ¢ o 4 XZ W w W fo = Y h0 0 mo Z d' y_ VJ <W 2 N 3 ova go W C 3a �= w� U0 >° o co °zed a� o3 'N O J >M O cc cc N L LO _ O T Q co C) CL m N M N O O CD coo Q LO N Q O Ir- a) cM Co o Z m Z E T m w c a E U y Q p JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. 7 u I I inr 1• I IN 1 1, -11111 111 111 I I I 11111111 I I 3 W I N m 7t N 0 O %2 ^o 3 0 I 0 C tn/ 311 rn 3 Q N N / a N E c tz: 0 U v 0 UI y -o i a 0 0 0 J tZ N N 0 00 0 a 0 d CV N N 0 0ILI m a� STRUCTURAL NOTES 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 CONSUMERE. PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW us SEVERAL NEW ssu 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 51TMS 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: 10PSF 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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 yZ 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO I NSTALLATI ON. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. 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 backfi,I is complete. 6. FB -R 1 .1.2 - it disturbed after the initial treatment shall be retreated C R3 8 So 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 Crete overpo and mortar along the foundation perimeter must be removed be ore exterior soi 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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: HEADER BEAM ETC ARE TO BE YP #2 OR BETTER AND R MI ALL S, S, S O CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 00 N v 0 O d� O W .- o � ao ci a M .tomrNc N fC O a.. ato <6 y N p d 0. . A T 9 ,a c � 0 0 0 ` 0 VvNf gk.i,,�i C C. � • �tr 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. fA W E 0 U QM 0 " Zo N 00 � M 'IT u- LL W �tLLL 3 a Q C JLU a Z t m o Y o N °' m J LLWU) °' j Cl) Z N OU 0 rn Z W ❑ ❑ r m z N M z � � z o� < J - - N z LL C7 0 v �NLL a--+ (� w m a � co U 0 o w c V)Ul C� w J ® L I z� N 0 sm C:,w M z O z g ,JL E Q U z `<o on N � � X U w c) UU U Z C N � a� �z g 6 WQ =z �E y 1- co C p i m M 0 OM Z, Z _ N J "m wU' ,e aw g N N N < oa ZZ 50 ao N W v wM 'o o �3 J �0 miCIO M >i a r st � 3 �C:) 'M J O ai m to LO (Q Il-_ �1 coo r -ZcoO Q- m N C U') O 72 co N C:)N LO N Q o r EL_ m CV)o LO 6i00 Z Z E r c d E U J Q 0 J JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. SN 3 LU r` N SJ' m N v rn 0 In r- 0 WE V) 0 2 01 Q E d O 17 c 0 v 0 i_ i a 0 0 0 J aR tM 0 00 0 0 a CD 0 v 0 9 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING I- I' I. 1---'4........... 16GAx1-1\2" LONG (3/4"-CROWN) S . 1.. 1" ........... VERT BETWEEN ................MAX.-f.: �: �: F::::::::: ':::::: 16GAx1-1/2" LONG (3/4"-111 STAPLES @ 611 O.C. CROWN STAPLES @ 6" STUDS (NOTED THUS:-) - OFFSET ) 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'-01, TANK -LESS W/H H C G O 0 0 5'-0" 6 o STUB -OUT FOR 0 o o ;n GAS METER O 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'-81, (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'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI"Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or panels wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 „wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM to w a STD.90° CONT. #5 BAR HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND j SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI -* —MASONRY WALL OR 1 INTERIOR BRG. WALL ' TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ` Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. i 1/8" min. )Small gap 2" min. 2" max. 4" max. — Web_ Stiffener Fastener Schedule F--1 Joist _ Bearing Location Series Depth End Intermediate ®' 9-1/2" 2-8d 2-8d /74__� BCI5000s 11-7/8" 2-8d 3-8d Y 14" 2-8d 5-8d Clinch nails - �✓ 9-1/2" 2-8d _ 2-8d _ when BCI 6000s� 11-7/8" 2-8d.- 3-8d possible BCI 6500s®` 14" 2-8d 5-8d 16" 2-8d 6-8d� 1) 616 Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d web -flange connection. Tight fit �� \ BCI 60s® ` 14" 2-8d 5-8d 2) Block solid between joists for full length of span. 6" _ ; 2-8d 6-8d 3) 4 Leave 1/8" gap between top of filler blocking and bottom of top flange. Place joists together and nail from each side with 2 rows of 10d nails 1 9 2x4lPlywood/OSB web stiffener 2" min. d h d' ted 4 max. BCI 90s� 1114- 3-16d -3-16d 145 16�d �6" - - �_ 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite requre w en m Ica or - d 6 16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high 64 or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES ---- DO NOT cut, notch or drill flanges Boise Joist Blocking for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing -E 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — in ❑em io 611 A 1Yz" ROUND HOLE MAY 61' 6" -DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger 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 NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)1(— Nail with 10-10d nails. I� — Installtight to top flange. SLEEVE THRU STEM • •,' SEE PLAN FOR •• a . • ,, . •, FOUNDATION INFO ` ' d' r OU � STEM FOUNDATION V \ Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap �F j 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 00.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRAnF REINF. SEE PLAN Nu UnHZ)t 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 1 d O I- _I d A. PLUMBING LINE PVC OR SCH40 SLEEVE .0 d Ir ffl,Tfl 1I- i— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r-PLUMBING LINE AI �1 0. C ° d Z • a • / e 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 4. d da L a d I , , /-TR 'tA a SEE FND. PLN. SIZE & REINF. N C0 N G t� o- o `O m >4 G N y a d = > C 5 w u. ac 3 >.. cc ✓ 7 Cc c 1: o o- " ,- 0 ^l'+'SEF�g f� ........ �t c,.;;, ,i 77 ,� J %"v C1 I- w. fir�'i E'S10N �\ 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. 8 �a 0 V N 8 0 � w 6M s a LL LLa ao_ rMU ��Z 103-Jm o '5 _ j 0 N _ W NT.gZin w 0 Z d ZN OU W ❑ ❑ M z Z N z C. v J _ a tNCD z S �4 N m w � O LU0V s - 01- Cq U 6 Q 0 o �w MZ M o < U- 8 �o io � >� aR CL O E CJ � oa r�d a1azCDE �< 0 0¢m CNZ.g SO d= a rL Zo x U O Z ZCnC J 0 az g N N r oa Z a0 w� �w W � � Q0 w� �3 _1 l o CIDa wa >° O1 �Y za va 12 >M J O ai T C� L CU Cr CU O m �: N C L / -R h co N C) N L0 N Q Q 6 M j 0 o Z f0 to c d U - Q 0 JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. SN 1 3 9 W 7k 0 i m N v 0 r- 0 0 J 0 Cn B 0 3 N F, E 9 v E 2 0 c .J Iz E2 0 CL 0 0 0 0 0 J N 0 d S 0 a N Do 0 Q 9 v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE TAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" v s � 6 MIL VAPOR_ D BARRIER COMP. SOIL. D (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" DE OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 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 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D e SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM T i I1� — p D I II 41111=ir D3161-CLASS F, IN _III„ I — ACCORDANCE w/ TABLE— I— I —I —� —I I — I — I I r R905.2.6.1, FLORIDA BUILDING I i II I I I II I .I CODE 7TH EDITION (2020) RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LUMINUM DRIP EDGE ALUMINUM FASCIA \12"N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN - FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE � z_ I � T� CV T �m STD. 90 HOOK (SEE DETAIL) A S3 BLOCK WALL BEYOND 1411O.H.D. RECESS Z —y 'IT 2� M � �.• . 4" 00 0 T SEE A/S3 OR J/S6---'-ILVTLl I II I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (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 (U.N.O.) (OR Y$' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ELEV. 4-3 1/2" z �31/2"MIN. A.F.F. p 2x4 CONT. LL s A - ,I CV I � GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 7v1r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24' O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS —\ �31/2" MIN. 1/2"(min.)- 4" (2) #5 CONT. 4" m 1'4" rrr 8" U.N.O. MIN, TYPICAL BEARING WALL (a STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" t1\01DSSG,' Pcs C II TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH -1 00 _ — — 3 1/2"(min.)-7 4" . — y (2) #5 CONT. 4�� TTT�Tr{,L`I "� `TTT frrg U.N.O. MIN. TYPICAL BEARING WALL @ STEP If 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C I M s ,GGN N J LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ---�\ TYP. ASSUMED FINISHED . , PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 4.4 i GRADE r d , D D z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi MONO OR STEMWALL e D Ch — -0 D. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij FOOTING MONO SHOWN - FOR CLARITY O0 6 MIL VAPOR BARRIER , e• " — — _ #5 REINFORCING BAR R 1 7/8 —� - z ti5 I AP SPI Ir= NOTE: e —- "FOR BEARING WALL r COMP. SOIL. (COMPACTED TO — D -_ - - - - D1557W/ UPLIFT ONLY 95/MODIFIED PROCTOR ASTM — — — — - FRAME T L-CONNECTION � E RAM WALL 0 C.M.U. WALL CONNTI N C 0 �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° v GRADE 00 a _ (1) #5,REBAR w/ OPT. I I I I I It NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE I L SCALE:3/4"=V-0" S3 EXPANSION JOINT N Ch SEE A/S3 OR J/S6 FOR REINF. INFO, BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N ' C'7 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM — ¢ • INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e ' Ex n 6 MIL OR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �:2- 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH r, A 1 K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U a — m w — D p LU 112'(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH r, E n p. =u�um� �� 111�11 (2) #5 CONT. --I II I I � I ON 3" CHAIRS 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS a . SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN a - SEE ROOF PLAN A. n00 (2) HTS20 FOR STRUCTURAL r _ — — E BEAM SIZE & N �' a CONNECTION INFO Cl) 2x4 P.T.I PLATE 7116" O.S.B. COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0° S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _E v z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w SIZE VARIES PER PLAN n, a j w/ MIN. (2) #5 VERTICALS 00z GRAD FILLED SOLID (SEE PLAN FOR — _LU _ w SIZE AND REINFORCEMENT) c� o w z�w� a w _- w v BRICK PAVERS or SLAB PER LU= p o `� z • •-' z a 0' 0" FIN F COMMUNITY SPECS L` FOOTING v �_ BEYOND PAD REINFORCEMENT 3" MINI CLEARANCE H SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 Go c-A . o W r C> s cc v CC-4 m �c N 10 N L 6 dN`�C 'ZI. o a Cc d d d L y A G I'Qa � E a � 0 .� f r- To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E vo S V a,. 6 N N 0 0 Q M =� W � LL u_ a Z q � o Co (N000ZW Z Q zU)LL ZOU0 W 1313 z N O z z o Q v J — V) z c� o C1 j " + W Up O W 8 N c • W J as- Z Q o oil C m w co. o z S Z E E o Z® F -C1UO R0 as �0 O, Z oE CV �z <omo Q wz �C 0 xOz U a Z Z J a Qw Mz az U 3 g °f z a =r 0 ;o II� � 2< a r ;3 yo 2 > Ce) J O rn � O co r Y co O 0- U) m 3:N te a-+ L co N O N 04 LO Q CD T E LO ch M OO z l0 z c E r �a C a ci 0 JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 W I A N m CD N rn 0 0 0 N 3 tz 6 0 i a a x L v c y Lv LZ rn U E U U 0 i a :a v LZ N 0 0 O co N N 0 00 00 a v N SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 PLAN TRUSSES @ 24" 0/C UPLIFT 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. SCHEDU CO)NECTOR (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEEASTM SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" C. STUCCO FINISH PER 926 APPLY 3 LAYERS W/ 1/2" GYPSUM BOARD C. / CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d Ll METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d RESISTIVE BARRIER HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ [aF1 NAILS AT EACH STUD EBLOCKING USS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" W/ 2-16d TOE NAILS Ct DOOR OPENING DOOR OPENING DOOR OPENING �t 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED J(4,x BLOCKING @EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" 0/C O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) v O BLOCKING WALL 0/C FIELD coWALL CLEAN -OUT A ❑ ❑ ❑ 2xTOP PLATE(2) 2x HEADER FIT❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S. S4 ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSECARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIESO.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8) 10dx1 1/2" IL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2 X 6 (MIN.) FRAME2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MASONRY LAYOUT rD MOISTURE BARRIER SEE A/S3 FOR PLATE TO CONCRETE WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW('B_"*� UPLIFT CONNECTOR REINF.INFO. SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL 12 SEE TYPICAL WALL SECTION W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW (TYP) PRE-ENGINEERED WOOD SEE ELEV. TRUSSES @ 2R D VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WAL ,J KNOCK OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 (SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAYBE COUNTERSUNK (BUT NOT REQUIRED) DOUBLE 2x4 SPF. #2 a ° ° ° a il TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO TOP PLATE gg" NOT TRANSFER LOAD. 2x S.P.F. STUDS @ 16" O.C. ° ° a - WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SINGLE 2x CONT. TOP ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) PLATE W/ (2)12d INTO F8L STD. 90•HOOK g" 71 DOOR STOP PSPN516Z w/ (12)16d NAILS TRUSS ABOVE - MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° � ° • HTT4 wl (18)10d NAILS (3610# SPF) 2x CLOSURE WALL W/ SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670#SPF) 2 x 6 P.T. GARAGE . ' °o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) STUDS @ 16" O.C. W/ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS 58" DOOR 48„ SPLICE STAGGERED °o ° . HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B GREATER THAN 6'-0" WIDE (U.N.O. ON • ���! ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (4565#SPF) NAILS AT EACH STUD AS REQ'D PLAN) J-BOLT % • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) 2x BLOCKING @ MID rM • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) POINT EVERY OTHER OPENING 41 TRACK J G 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) +++ + + STUD W/ (3)10d NAILS 34" - BRACKET 011sl• • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" CRICKET AS REQUIRED ANC FILLED CELL W/ (1) #5 VERTICAL F SEE FDN. PLAN FOR LOCATION p EMBEDMENT w/ WASHER &NUT SINGLE 2x CONT. BASE ATTACH ALL • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT DOOR TRACK (4) PLATE W/ (2)16d TO 6 3/4" 10 - W/MOUNTING ANGLE W/ TOP PLATE AILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TRUSS BELOW 31/2" - MIN. 8" EMBEDMENT w/ WASHER & NUT NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT FASTENED TO TRUSSES WITH 8d COMMON 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" @ FIELD _ _ _ PORT _ _ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT if HDU TENSION TIE N SIMPSON SP1 w/ (10)10d 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. S4 SCALE: NTS S4 NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. S4 �7 F= 2240 LBS 2x P.T. PLATE ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" O/C MAX SIMPSON SIMPSON nc ' " N IDTH DO NOT SIMPSON SIMPSON SP4 W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6 -0 I W REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY G 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FF SP4 SP2 I 4 gP2 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT INTO 16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING E MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED X P.T. SEE SECTION J/SS WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND K/SS FOR co 2X8 WALL ABOVE FORM CONCRETE INSET TO OVER TOP PLATE ** HOLD DOWN CONNECTIONS ENTRY CREATE A SOLID BASE FOR • • ADDITIONAL DETAILS SIMPSON 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @BEARING WALLS NOTED " ' SP1 SCRAP MATERIAL WITHOUT UPLIFT K.O. BLOCK W/(1) SIMPSON SP4 IJ---BOLTS @ 24" O.C. 5 COD REQUIRED CONNECTION RECESS NT. & SEE FLOOR PLAN NOTES FOR SIMPSON SIMPSON T 7 T SP4 SP4 w o SF �N� LINTEL 5/82X010OJCBOLTS Fp�V1'Y 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ FORM CREATES CONCRETE RECESS TO @ 12" 0/C EACH FACE OR MASONRY WALL 3-ROWS 12d NAILS STAGGERED n 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl0" OR ^ 2X8 P.T. BOTTOM P TE l� FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER /1 p KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ 6) (MIN. (2) PER BOTTOM PLATE) ( (2) 2x HEADER SEE PLAN SIMPSON SIMPSON SIMPSON C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. MOUNTING BASE NOT SHOWN A MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED STAGGERED FOR CLARITY SEE DETAIL IN POSITION BOX HEADER K/s4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" ONLY • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) _ ° ° FRAMING BEYOND. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS NAILED INTO IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GARAGE FLOOR SLAB 8x8x16 C.M.U. CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING TROWEL FINISH SEE LS30 w/ (6)10d x 1 1/2 EACH TRANSOM FRAMING GENERAL NOTES TYPICAL (U.N.O.) SIDE & 8" O/C FIELD GARAGE DOOR ROLLER GARAGE DOOR TRACK SEE SECTION AA/S1 AND S4 SLOPE FORWARD CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B FOR DRAINAGE DETAILS GARAGE FLOOR 2x STUDS TYP. • TRAVEL DIRECTION OF SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD p SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM ° ° NOT REQUIRED @ PLATE) SCALE: N.T.S. g ° ° d BEARING WALLS NOTED ALTERNATE: ° BOTTOM OF MOUNTING B E P.T. BOT. PLATE WITHOUT UPLIFT DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED MDIA. ATR EPDXIED SEE PLAN FOR FOOTING 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM BLOCK WALL. RECESSED SPACE GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER OD P SHED FORwARDTHIs DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY ("R SCALE: N.T.S. PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 SCALE: N.T.S. S4 S4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. O aD N 0 d C' s o Mg— =-to mx N O l4 Q N N •� o�a cc 3 is d co a t d ; . 5; a c E o J 0. O gvffillf To the best of the Engineer's knowledge, information and lief, 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 a � rJ G Lo N�'�� -1 0� o N 0 ti T � M Q 0 6rNi sf C J JLLIi :a L LL w , o- w _ m J. g � �. Wr��O�?6' 3 N CO Z N N Z m w Q J Z OU U V M Z Cl) O z � � z o - E3J to z .�g Cz (1)C9 LL 4-J (� w ° V w $ N c y w '® � L- e = t g I I C) N o 0 s�o C::,W My Cl) zo Z � E Z D I � ZZQ Q Q. E u �� <_ _® � X O OU ° Z O E N � az �o 40 �z a s� ll0 a? L N�zz a Z�= C�5 m J m <w �z N a 3 rw 8r o O W yi =3 o o co wa o. '° ar o— �r za U� C c Q 'M J O rn U cu r__ >' Ln :3 O �_ Cr O mLO N N O r 0 N 0) O N N o Lo T m In 00 o Z Z _ E E r (D n7 d m C d U J Q —I JOB NO : 22-09403 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (A 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, ( ) SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE�4 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 N H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO FROM L SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED Wl (2)16d TOENAILS w/ 1 Od NAILS2" THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND O.00. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN /; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-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 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d 7/16 OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS �� W/ 10d NAILS @ 6 O.C. EDGES TRUSSES FROM EA. @ 6 O.C. EDGES AND 12 „ AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED �_�\ (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 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 FASTEN WITH 10dx3" @ 4" O/C SPACEDL� WEEP SCREED 1!2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" FASTENED AT AT 24" O.C. ON TOP OF AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2 x 4' LAMINATIONS W/ 1 ROW " () (3) 2' x 4 LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE HE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 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/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d 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" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 rW00D 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/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2X4 BLOCKING W/ (2)12d TOENAILS ice, LL— NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING' D ) SECTION I' 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING F'Ftt-tN(31NttKtU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/(3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3' SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LIM q PAP mm NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fo a o r o- �- co N, N � d d a.. c , ;° coo_ A � Y 0 11,1111 v, ,v ��,N1vN '• '; ..... ••• ., 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 a E a N N 6 v� C r 0 Ow 00 91 0 0 M R S2S2z � W .4C(3 m LL W U_i n i W Z = 'a g n y t o 0O W05 Z Lo cl Z ¢ � LLW K N O U 0 co Z ❑0 0 "C Z N to z � 8 z n � Q to z C5 y 4- n W o p U g O W s Ln v 6 W — F— J E _ W g asm "� t � c U) d 0, �Q sm �W MZ M �� O Z g LJLo �o a.E o �� w� < 0 W XU j0 z o E dZ *= �a wZ Oaw°UY moZ Jj QwZ ff 50Z' W .miLLwEU 0 1Eo o �Z ,� w� s �o co st iI¢ a� $3 `� >M J O ca m 0 ` T CU O > I..L U) c j > N �- o0 c O 7 (V O N Ln N Q o T M 00 o Z m Z W E T aWi `m Cm a.0 E .. v? _j Q p c JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. S5 I I I IIA'IIN�PAr'R'•11_1P_��LA��II'I� IN 1 1 I LI L_ I 3 v w I A N 23 m N rN CD 0 N S O� 3 N d 0 s `v c N LZ U .CD 0 CL - 0 0 v LZ 0 0 ao 0 0 a v 0 a m 0 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING 77 / 12111111811 0_C_ � � CONTINUOUS TO BOTTOM RIBBON B 2x TOP PLATEI WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, VV/ OU III 9 G Y(VVVJ J 1 AUUCI'SCLJ NOTE: EXTEND SHEATHING TO ALL BOTTOM OF BEAM OR GIRDER 2nd FLOOR WALL ------_, 2"x BOT. PLATE W/ (2) -1Od @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d 'T NAILS INTO EA. FLOOR TRUSS BEAM/GIRDER WEEP SCREEDLu Lu INSTALLED PER. MANUF. o ° SIMPSON HETA20 w/ (8) 10dx1 1/2" J NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST FLOOR TRUSSES 15/32" OSB EXPOSUREI F F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C O SHEATHING U) EDGES (SEE OPENING SECTION X-X aLU C x w x E 2x STUDS w BEYOND. SEE PLAN o O Li I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYe". z (A) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL z LL = @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 1w, w/ 8d COMMON NAIL I w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ O in xI-OOvn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. v~i N m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL c,4 w O O ~ MEMBER IF GABLE END c ti LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN SURFACE MORE THAN 1/8". BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 3/8" "S" =NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4 "1l2" S 1/2" 7� I_ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" B.U.C. LOCATIONS SHALL BE MIN 2x4##2 FOR UNDERLAYMENT NAILS TO STUD & 8 10d x 1 1/2" TO BAND SPFTURNED VERTICAL w/7/16" REQUIREMENTS SEER905.1.1 () FLITCH PLATE TOw/(2)12d ROOF FLASHING AND ROOF FLASHING COMPONENTS JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1Od NAILS TO TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICALw/(4)8d NAILS 2nd FLOOR WALL TO MASONRY BELOW CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN t(2 "OT. PLATE W/ STAGGERED(2) 8d NAILS FOR SHEATHING STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or 0d @ 6" O.C. FLOOR SYSTEM vFanre..i 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE „ INSULATION — SCHEDULE [RSH] - ON ES: USE BAFFLE FRAMING SHEET FOR "SIMPSON LTP4 w/ 4 &EXTENDSIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS ATHING TO CHART ON FLOOR ALUMINUM DRIP EDGE @ 24" O.C. BOTTOM OF RIM S6 &NAILING SCH ED. PLAN BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING Zx SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. (6)1/4" x 21/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SCREWS TO MANSONRY l NAILS OR DRYWALL SCREWS 7" O/C JOIST AT EA. STUD WALL PER STRAP Sic /NO CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO Fp Ol'1' 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �ti O.C., 2 ROWS STAGGERED @ 12" O/C EACH DOUBLE 2xS.P.F.TOP PLATE - ATTACH 2xSTUDS 1x2NAILER 2ND FLOOR FRAME CONNECTION E CONNECTION W/MSTAM36 rLL FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w PLYWOOD SHEATHING @ WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2"xl0" OR GREATER HEADER 6 @NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 2x CRIPPLES 2X BLOCKING @ EA. WALL � � UPLIFT CAP = 928 PLF JV 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR w w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS (2) 2x HEADER SEE PLAN U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ 2 1 Od 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + () @ J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. • INTERIOR HEADER: 10d NAILS @ COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD L` = BOX HEADER (1) 2x SILL PLATE W/ (2) INSULATION PER 8 O/C TYP. ONLY 12d TOENAILS 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN DOUBLE 2x • EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED �+ TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT L w x 15132" OSB EXPOSUREI SHEATHING P. x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF U NOT FULL F HEIGHT SHEET C z z M G FLOOR SYST ER PLAN XNXO I OR FELT PAPER FOR TRUS 2x STUDS MOISTURE P.T. BOT. PLATE BARRIERk, 2x4 RIBBONS pp�TF,q/ FLOOR TRUSS / FN/NC 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" J STRAP A BEAM DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1-10 STD. 90 HOOK (SEE DETAIL) „ „ SEE PLAN FOR REQUIRED HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' 1 2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 H94'-9' 7-16' (3) 3 (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT T CORNER INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED �� �� CONNECTIONS CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL T AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING LL v 4"x4" INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO a EACH FILL CELL TYPICAL SECTION C/S3 FOR SPECS ON FLOOR LU rn ADDITIONAL INFORMATION @ INTERVALS NOT 2X STUDS @ 16" O/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) BASEBOARD LO TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" N GARAGE SIDE IF APPLICABLE 7l8' STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING EMBEDMENT @ 24" O.C. W/ 2"DIA 2x BLOCKING HORIZONTALLY . APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. AP OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8 DIA. x 10 J BOLT W/ 8 SHEAR 3500#. MIN. TYPICAL MUNICIPALITY 4"to 6" BELOW GRADE r EXCEEDING 10'-0" R302.11 EMBEDMENT 24" O.C. W/ 318" THICK EACH. 3RD LAYER 1/8" THICK. @ 4 O/C, 2 ROWS STAGGERED ( ) @ TENSION 2600#.) d SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS a. ' ° NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD iv • .. 'd FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. ) 2500 PSI CONCRETE MIN.2X P.T. PLAT M Mitt —) I=T I a = FLOOR TRUSS @ 6 xx 6 W1A4 x W1v4 WWF20ROF BERMESH SLAB W/ 6x6 W1.4xW1:4 WEEP SCREED INSTALLED PER. MANUF. — — — SEE FRAMING WEEP SCREED 2X P,T. PLATE c WWF OR FIBERMESH 4 a 6x6 W1.4xW1.4 I e I i--I�I —I --j� PLAN INSTALLED PER MANUF. 1 I I —I I G 1 1 I O Z e a .. ° —°. e . ad - WWF OR FIBERMESH _ _ . _ �4a. ,� .� a • . N d 00 T1TI I J I —I I d . • .. • = T - — — — • ' e • • FINISH GRADE I I Ii' I �, SIMPSON HETA20 w/ (8)10dx1 1/2" • • d; . <o r' ) I —III —III —I I , . _ 2x4 CROSS BRACE @ 48 NAILS @ 24" O.C. INTO TRUSS • •°• III 1— O/C FOR THE OF s • • • _ _ _ —11,11 —T��ll—I—Ill _ - !L— T STD. 90*HOOK END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT (3) # 5 REBAR ON 3" CHAIR "�"� SEE DETAIL) d ° z IN KO BLOCK _ -III=III=III III=III= I o - W/3" MIN. CLEARANCE 4" 1'-8" ( END INTO 2x4 BLOCKING — — _ _ _ _ -III—III I I ° =III— I 1 T _ 3 #5 CONT. ON 3" I • TYP 2-STORY WALL SECTION • • —1 SEE DETAIL 2/D2 FOR 8� I 1,_8„ I r 8" CHAIR W/ 3"MIN. I MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION rs ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. N v o � W co r G C=„ C: y .p bmi- R G ` N A Q i N m m G ✓ C u 3 to to d u m N ea T c E cc u 4 .- O ! r JV R\�ti10 J J"-! s F Ltd to :! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W E M 0 a o U �_ �� 0 =o °° di M 0 � LL Q C J J LL LL ' a � w Z o o @ (V (O WU T �' m w _ co rJ u7 Cl)04 Z a J N r OU 0 Z U)00 WIL pp Z N co o z J a E3 to z Q) S � 4-1 cn fp C) 2 Q A (O U O w g �( _ U) U LL, �—= E In $ ® r I U o "d U)4)016 Q N O o �w M z S 0 z a E o sLL O® OL m F-- o x U"o o U oz Z o E N N i aZ gz a$ xz y� w� .� no C z xaz U "� mU z zc,= c, au J m a ° Q W �z y a 3 0W2 3z C w� a NW W 3 �LL � y �I0 O w� � a= 0 is 3 'M O C rn r0 m V 0 co O c0 � �_ r � co Q CL t U) m 3 N C LO -2 N O N LO N Q p r E j LO00 Z M Z to E r a E U 3 Q p JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. S6 (MONO) + ' �' !!I Nlµf 1�'�+'n+I1I�InAIARIIPIIIrtIN���I'Ir+�AIY 11I'U I'�I �FIII ' - ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H IHIID 2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE. " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1A" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED i /, 2x4 PT NOTCHED INTO STRINGER AND TAPCOx8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" JOIST 7 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING � SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D WALL GLUED TO I 2x8 F 2x8 SYP 12 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-" AND J' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ x 1 1/2" NAILS) / SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN _ WALL SECTI FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6", 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr� ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J' TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 AT STRINGER CONTACT POINTS \ NAILS) ON VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = V-0" Z­" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" L/2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: i" = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 t"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: �, = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X STRII 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D ORL 3 2X BLOC RIS R , VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" Oo N W t o c a- C— N A N L � c O ✓_ Q as :° to W u as A G ►�- N c E :6 v a " i 12 `r V ,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 Engineers signature and seal. 9) E s o 6 cc' o LQa W ���42 S in 04v # Q C J - W J LL LL rL 0 Z r mO1 0 w doe r 0 .— a W W Z L0 "'Z ,n N OU y Z W 00 C9 z Co zCo� z � � J N M AV) lL <n W M � V G) O W C� c YZ U W J E '. r s i = t = Co Q ln 0 e N o CO Jz W M 0 m Z a E E 00z W° 'z � ¢o Z® oa I— Q M° R. U UO , U ZE O N a¢ ° �o <o °< aZ C °¢ U mi oz Z Z J w m a e0 << W Z U) '09 aZ n3 N� W 7 ? oLL Z r3 = F- O ¢0 Mill!a O wa O� Q' Z¢ U3: >M rn m `m 0 co O r CU 0- Cn m N LO ate-+ ,lit• CU N O N NLO Q Q T m y M LO vi 00 o Z Z y E T— d l0 c cc a U ¢ p� JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. ST ­ I 1 _11 1 ilp"I111"F1lFV'Af 'I 11 111A`A!Fi1PIP" r" I -1 1 I _11 'IlIC"_,1' !III' 1i 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER41x4 1/2" DRYWALLMAx 8 , UNACCEPTABLE INSTALLTIONDOOR JAMB (REFER TO PRODUCT — DO NOT DO THIS 2N BOT. PLATE W/ (2)1Od @ 6" O.C. P.T. TO PRODUCT PROPER INSTALLATIONTO PRODUCT APPROVAL FOR CON APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 �r" ix4 P.T. r 1x4 � FURRING ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"� L 3/16"� X 3" LONG L FURRING 2 FURRING TAPCONS O ROWS 3/16 x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LL'1X8 X8 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/MIN. PER MANUFACTURE 1 DETAIL MA 2-Rows INTO 2" EDGE DIST, ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 1X4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4l" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. �, x 3-1/2" TAPCON @ 16"1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACHFURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/41' DETAIL FILL SOLID BOTH CELLS #5 REB (TYPE) STD. 90 HOOK DI E�� L/ L I ±5A NOTCH WEB AT FIRST 2 COURS AR ` #5 REBAR (TYR) ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ` `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ` .. } SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS ' +2 NOTC @ FIRST COURSE ` THE ES - INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �ccFILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON 1 1/4"MIN. A -A _ 16010 #FOR 2 STRAPS FILL 1st4 COURSES • SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" ,t 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1 BELOW 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 FASCIA 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT 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 BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA BRACE PER PLAN 1-3l4' TRIM PAINTED I I FURTHER INSTRUCTIONS. • ' ,w' ' ' •� . :.A' SCRIBE (NOTCH) FACE OF ARCH W/ 3 NAILS () SS NAIL w/ 5/16"HEAD F CHANNEL, OVERRAN �: BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL DIA. @ 24" O.C. FASTENED PER CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. NOTE 2 BELOW L LCONT VENTED OR SOLID SOFFIT .: A INSTALL WDW. SCREW ANCHOR :::,\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REO•D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. �- �� r- rr 'I MIN. 4" EMBEDMENT AT 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL O 5 O SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2x6 #2 SYP @ 24" O.C. PATTERN 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE • �.► ► iD WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_g PER NAILING SCHEDULE ALL - -- -- - ° EMBEDMENT INTO K.) • , :• !.• #5 BAR /4„ MAX _ , 2 0 8 STRUCTURAL SOFFIT i ►' p • 1'0 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) S F01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS .' P' ,- - ► ° ' IN TOP c BLKG. &BUCK 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► .'' KNOCKOUT / iv i THE SOFFIT FL PA INSTALLATION CRITERIA - - -- ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* - Ir MONO FOOTING ' NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 MIN. O CONT. W/ 3 O � - - ,' ►• • I PER PLAN SIZE AND RE NF P VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS , AND SECTION DETAILS BRACE EXCEEDS 24" „ BUCK - (1) WITHIN 4" JACKUS TRUSS PROVIDED BY—/ • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL e • • BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 VERT. BRAC ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT • ? z TO BE INSTALLED 00F 4'-0" MAX SEE PLAN 2x OV TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * . � STANDARD o FR DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. yq e • 90� HOOK iv BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE 2 CONT. MATCH TRUSS DEPTH 2X4 SYP # CO + c4FN 2 10d NAILS 8" O.C. + + cry () @ #5 BAR IN • TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + + TO TRUSS TOP CHORD FILLED CELL • O2 8d NAILS 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 + + L _ L BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () * PLYWOOD SHEATHING + '� .- .• � V.• .• V v r .• • •.- . �.r .• INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL f ( DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS TRUSS + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS + SUPPORT SOFFIT SECTION DETAILS AND METAL ROOF FINISH + 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 EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER ENTER SOT DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL SEE ELEVATION MUST BE PACKED WITH NON SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") r #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M o NGS SAME IANNEL NG BELOW ALL �N JAMIBS N PANELS. ABOVE NANCHORS IMMEDAPPLY DS REINFORCING WITH MIN. 3" COVER g1_0�� SCALE: 3/4" =1'-0" SS a SHALL 0 PANEWHD USIED AT AND HE N LIEU OF CHHE (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP o v NON SHRINK GROUT. SEE SHEET D2 AND LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE .° ° ►--=� -�—►�— w n A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ► SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR a cn REINFORCING AS FOLLOWS: SEALANT e — NAILS TO STUDS & (1) - 1/2 MORE INFO � g * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:;,:;Y ► p — 7}7 I — 5/8 DIA. ALL THREAD ROD U #5x6' EMBEDDED INTO z * INTO PLACE. PRESS PANEL REINFORCING 6 MIN, LAP SPLICE W/ IIr_ , , EPDXIED w/ SIMPSON SET 3 —EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL {� REINFORCING PANEL — — ° EPDXY MIN. 6" EMBEDMENT & `. 3" MIN. EDGE DISTANCE cn In FILLED CELL N SMOOTH. DO NO FURROW. ° ► � DRILL 314"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - GRADE ° ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D' e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - r � \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 400.° 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° \ SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. (1-STORY) ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE R160 MIN. (1-STORY) 3 #5 REBAR.(2-STORY)\ SECTION 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 WITH 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 20" EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN SCALE: N.T.S. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. REV. 07.28.21 SCALE: 3/4" =1' 0" RETROFIT FOR MISSING ,a K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" ;V :•.rt c�v N d � W Oo VIP mWcr n- y cc O •y -a N � d o z a M d 'd c tea• a y a' � E �o 0 d V WN �`• �• •J� •N - To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W Q pE co . v N o N 1231P e� V m uO •/ ri n _- �R J N a C, V Ok li MLLu_ w n Z °' 0 N c0 W CP Z LLW m w J LO (h Z N J OU 0 N Z ❑ ❑ z z � z o v J U d � N to zC21 L1 0 a--J C, U � 0 $ wul N c U � J E = t B I I <� s 0 o � w M o� Z E Q� a Q Wo Z® t— O X 0 az ]O �U WZ Z N ro ¢ a ate-• (� �C c O z .Yoh 2 U Nm m 0 , ? , Z N Qi J a ° Q W �i yy $2 az N �� W 1 0 C:)w< co >° a �r z < ° LO >M O 1` �o c0 LO O co Q07 c CD V) m � N c O n 2 N • CD ��r CD N Li) .— ui M w M i6 00 o z E T y m a E 0 ¢ o JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. SS I'll, IT! I fill, I7A'In7PR'nNllll'MlAlll+rr'Rt11" ——Al 'RIPAllI IIC 3 W I N m ID Cr 0 C Q.BQ 0 J 0 I N fn� 0 C 3 C) v a 9 co 12 i N E CD U h 0 a C 0 0 0 F4 0 Do 0 0 0 a 91 0 co 0 a cr>v �- - - - - - - - - - - - - - - CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� -----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" - (2) #5's CONT. T&B w/ - 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE .. N Z 1 11 1 -4 PORCH SILLrj_5_\� SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX V11I L-IWU `W ­1 11\VVV •.LV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1 1/2" NAILS EACH IT[ 111 14 WOOD TRUSS TB VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP �11 - w -- i A" I— Y Z � - :5 PORCH SLAB SEE - a FOUNDATION PLAN w (W � z Rr (2) #5's CONT. T&B W/ #3 STIRRUPS AT �I z 4'-0" WHEN DEPTH , T EXCEEDS 30" LOWER OR lin GARAGE SLAB 1'-411 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A / A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" - (2) #5's CONT. T&B w/ - 41, - #3 STIRRUPS AT 4'-0" PORCH SLAB SEE = WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RADE CV z T 1'-4" AL ENTRY PORCH SILL 14 SCALE: N.T.S, WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z O Q w J w w w U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON II REQ'D @ MID I I r r I I I ASONRY T. TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I I COURSE FOR BASE SIZE (3) #5's EA. WAY - - - , • - d $" SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN 2 #5's CONT T&B w/ =' z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrl6 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 3IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE 1OOF PLAN FOR MORE NFO TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" L.SEE PLAN L. FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE777 SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDULFJPLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. " 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ " COMMON BM. TO POST ATTACHMENT (14) 10d x 1 1/2 NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. BELOW @ 16" O.C. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K22 SCALE: N.T.S. A A SEE PLAN FOR TOP 5—Fr SEE PLAN FOR CANT. IF INDICATED 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" %2" CDX PLYWOOD OR O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP SEE Q/S4 FOR VREHEDER. Q'D CONNECTIONS 2x4 #2 SPF STUDS @ y Y 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ I TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR %2' TITEN HD 2, q ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT SEE PLAN FOR OPT. - STAIR INFO. IF ° CONCRETE STAIRS FORMED & POURED MAIN HOUSE SLAB W/ (1) #5 EACH STEP j d °.. (2) #5's CONT. T&B a� w/ #3 STIRRUPS AT a ° a 4-0 WHEN DEPTH . ° EXCEEDS 30" - --- Z - ° GARAGE OR LOWER SLAB SEE PLAN 11 " 11 SECTION GARAGE MONO 21 SCALE: N.T.S. N N 00 N F— -5 O 7 W o o =r- o u M. ch C A C> CV -�mx ,- cLL.n- N Co = y CV L NdoA y O e Q Cj '3 M d A > ce. N t0 E o- u o�:ti�lllliE6� Fi O�po�,� � •• •� v _ •�rL0 cL z �<� 41 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E 0 a 8 0 TO N� (0 - 00 1 2 1? N O CM y 0 djM a CJ U.o � LL u- W Z -v a 2 r m v 3 _ �-90 7 fO N t0 W ��pjO' m w Z N N Z C EL Z N OU < 0 W I] CD z N z Z n a N o N - 0 4..J rr o M U O w s V1 c ]k �Nen U C L.1.1 J-ai ® c fn Q N so o M �w Cl) ya o Z U_ E °. Q oO v ZcaQO °E � ¢ � U Z� wZ L w Q r0 rn a) O U m i 0 g z z N m <m Q W gZ N N oa Z 30 W U ?.0 1 ?� 8Z = J o w� �O coza a 0� 0 �O = �Cr) J C) Tit m m c� Ln co a m N c LO N O r*-- co 0 N M O CD 04 Ln N Q o .-- ,,^^ M Y / 00 6 Z Z rn T_ a a o U � :2 JOB NO: 22-09403 SCALE: AS NOTED SHEET NO. D1 (MONO) (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL NJ EXT. SHEATHING 0 BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d OA BLOCKING NAILS T/B FLANGE 1. APPLY SUB DETAILS FLOOR + 2x STUDS ADHESIVE TO © 2x4 CONTACT SURFACE 4G) 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS r CORRECT BLOCKING w/ (3) 12d EA. END G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. 1/2" GYP. BOARD OR BLOCKING (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN JOIST SEE PLAN BELOW. IF WOOD WALL IS BELOW USE (2) W NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING J AJS BLOCKING PANEL @ 24" IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH SCALE: N.T.S. GABLE END RIM JOIST SEE SS FOR RETROFIT SEE R/S6 FOR END OF WALL UNDER CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) -10d TOE NAILS EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. SEE Q/S4 FOR A SIMPSON SP2 w/ 12 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON SP4 w/6 JAMB STUD () 10d x 1 1/2" (USE SP6 FOR ( O ( ) CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O 1 SIMPSON LSTA30 w/ 22 1 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. TOP PLATES LENGTH ON STUDS W/ (11) 10d O ( ) 0 I, NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER O (2) 2x HEADER al G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT STEP DOWN LOCATION, MIN 7" OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C B H B C — — • FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, 2 O - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD TO BE INSTALLED AT EACH END. AND MULTIPLE STUD PACKS @ PACK W/ 10d NAILS 8"O.C. INTERIOR HEADER TYPICAL BLOCK WALL --------_' ALL PLYWOOD ATTACHED PER 2 x 4 #2 SPF STUDS B O NAILING SCHEDULE AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) \ ` TIE BEAM F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" T �J o' D I BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING 16"1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. ( 2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK �If l FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. i SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" � TAPCONS r'' ` FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT TYPIC) WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. L (2) - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM I1, V IV" ��OCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I AREA (TYP.) �I�NAILING (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 • TOP PLATE • 2 WS 10d @ N • C9��48?x4T0 TOP SPLICE M,N A PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.C. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. i� 2xCONT. T&B _ 2x CRIPPLES TO MATCHJACK STUDS BELOW i (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT T' _." ° r TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE -. *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. N N 00 0 M -� } d� � W ar o C2 cco x ., �u-a u� es c +- � > o ._ d d CC c E a �a\\\\111f1U11f////r`i IF 10/ !!Zi\\\\P NS E • ''•`f .• N •. 4u • a A ROFESS\o ���Ilfllitill\ \ To the best of the Engineera knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E o C") 8. N o Ol 0 "' o yf�Q •/ N�r�C14 C) Q LL LL up� o LL a 0 _ o W o`o� � ��pjQ' m w COZ Q ILW Z N OU 8 W 0� Z N iv, 0 z C z � o n M IN z o D o � rL � U O „, g � c � U LU ~ J E U 3 92 � 0 A o M ZZ W Z Z¢ o s go Z N E O oa ) o Z- fcc E Nw ° ao o &z a z t o o a �z -- CA o ox U y ro F o r, z z m Q W Z d oo w go a mw W yLL o O w I � zj� >M 0 0 =) OCr -- CU 0 U) � �— to Ln •v C7 N C) 1 NLO N Q ccO r E jLO i6 0 o Z l6 Z E IT—m a 0 _j ¢ o 'i JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. D2 r „ in rII •n.Nlll-I I IVq I'p I I _ - _ <� _- _ - - _ - I 1 I I I II THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 1 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) =-ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE 1� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER S's SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -/ v 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED Stt-I--AUFitI«u FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'-4" PER PLAN Detail Instructions In each detail that corresponds to the Refer to the number marked asoRstructions 1 0 PER PLAN numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE 2. Install flashing and weather resistive barrier to form water shedding a ° laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT x embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts ° 5. Remove all release paper per standard installation instructions and a a adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) SLOPED MUD BED ° 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN ° 8. Mechanically fasten as necessary H °4 SLOPE , a ° a ° a a 4 SHOWER SEAT WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING 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 - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM 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 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ]I1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 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 FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND AMINIMUM 6 READ ESIVEASS OWN)EASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R i t t B rr 7. 7.At built-in autters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER , • STRIP OF SAF DRAINAGE PLANE WRB LLLLLL) > BOND BREAK WRB co I < SF LATH Z 2 WRAP DP WRB ONTO t I I THE VERTICAL < SURFACE TO TOP OF FLANGE AS AN AIR BARRIER _ - I 3-1/2" INCH FLANGE Z Z d wa PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. W CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC w � ACCESSORY a' LU w �o A CO SOFFIT/CANTILEVER a er esls an a ler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- -- - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASSS�S�� I IP BACKER ROD IS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N � c o N d wy V OY � C7 o- r a 0 N A N Cc Q N d d R d d d N A T c E i G a " 0 CV CV C=) CV _o O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W a E 8 N 0 N 2 n °° - in 0 : $ rn Z cn�T5 rA Q M v LL LL M U. L- o W Z - o a m c 0 wt m 0 IS : ca�� W�2O'a' Z LLW m LID Cl) Z Q J z IN OU U ll ❑ Z N M z z Q U N M a z o � ii �-J (� Uo wIF a -� O w $ N c Y - rn U � LLJ J � I z� L y N 0 Slid o Co w M p�g Z Z os<� Z N EE o �z �® on _ XO00 0O o 0¢ Z CD N i a� W= � N c ¢g Y mg 0 Z- Z <w Cl)Z Zo �U d z OLL� w a N. W U ao �LL �- �3 CD o = ~ c� C CIDV wa 0 ;o a= 3 O e > M J 0 m cc LO � O m r Cr 0 UmLO N "2 ca 0 N O O It N LO N Q � �O T- LO M ` 00 o Z l0 Z E T N '� m c c GL E 0 -J v :? Q p c JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. WP1 -, _ 1s I I I Ir N11"rAl1�ArIN��A11R� R AIli (I II 1 &IM-Womwoum, Mounting Braclum f 10 Gauge; 41 /2' x 4-172' x 2-12" Back Cross support ;May be Gilt to Nil See Antics Schedule Bolts 112'Ciia A325Gaiv. {TY14 O +� � itlaSelf-Drilllnp Screws A/C Unit Bottom Edge Hurricane Strap lYypicak 3 in fast) Front Gass Support Imlay be tut tow) Left Bradcet0 Gauge) 9 14 50-0011IN Screws Thru Brackm 6 hack Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) Washers Sell -Licking Nuts Spaa:Llh usltatisuun snustaus .oh:�{ vtJni art$ caa:h liutdone, lair Ross. ietf+llws�il to a �I apptFF�}--^^'! mug" up" "4ww Bracket(tbGauge) Florida Department of Business & Professional Regulation Pe9r1 dl Bulking Codas and Standards Ia+5=1 Product Approval Application Detail r aO inke ]jail, VK19011 MWWWAUW Contact endlwM&Llceass Validated lb Valklatied Subraftled /NCAoorovaal Aepronsid NOR m1calion 2020 Snsd Vent Products, Inc Mchaal Graham Hermes F. Naero P.E Lmko Barden P.E. 12A 612020 12J182020 IM&W20 ove Apprd Category: Smxtu 1Coniw4rder (877)441.6368 PE-73770 (334)300-1800 SubCaagary Products Introduced as a Resuh of inlo@smart"Atcom Nov Technology Campllanee ttedtod: Evabahat Repot tan e Florida Registered Architect a a Ucamaed Florida LWIIUabgka Prclesalond Engine" ANA hodtdMuddNunbesorNorm ,$>j�p ,ggylty AssuLaraN. AcerwAtogas Aoorowd 1, HVHZ for the knO assistant Damon P.ua$In 1 BngnVeM Modal 0154D510 Dual Funcdm Flood and Vardlad Vent 1MI2023 Yea Yes NIA +100L100 2 Sm ntVant Modal "1540-511 Dual Flrectlah Flood end Verdun -Vent 1213WO23 Yes Yes NIA +100F100 3 strlatt4em Mode1r1540520 nsulated Float Vent 12r1112023 Yes Yes N)A +100F1D0 4 SmartVan Modela154O521 hsiastetl Flagd Vent 1MIZ2 23 Y. Yea N7A 11 Oow 1DO 5 SmartVatt Model 91540 524 161tarGt; Garage Door Flood Vent 10312623 Yes Yes NJA MIA 6 SmartVant Model 01540-570 Wood Wall In slated Flood Vent 120112023 Yes Yes NIA .100F1D0 SmartVatt Model#1540S74 14.SLqud: Garage, Door Food Vait 121312023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applleatlon Detail Pagan dA 1252022 Cetle Entity at hats, �¢ ,GHig.Ei0tl10g J� Nam T_ Version A18ALIF-Wrsr Contact End ineer & License Validated t3v Validated Subs into FBCADDroVeI ADDroved Sort.c Rwation 2020 Thermo-Tru Corporation She- Jasperson Lyndon F. Schmidt; P-E Ryan J. King P.E. 04/152021 12G142020 04222021 0SM82021 Approved Category: Extarlor Doors (800) 043-7828 PE-43409 (813) 767-6555 Subcategory; Swinging Ederlor Door Assmr4lbs sjaspe-n@th-bu.co Cempllanax Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Prcdesslonal Engineer FLS2e4BB-R6 PTOM- 4 Seag RaductAbtlel. Number a Name Quality � i� Assurance BborovadforUes Aoorovedfor In HVHZ OuffiMe User HVHZ listed Resistant Qesigp, 1 a. Themia-Tm Fiber -Classic and Smooth -Star Nominal 68/Ki9;8 8quotlmpact&quot Opaque 12131= No Yes Yes WA Composite Edge Fbaglass Single Door (Inswng/Oulswov: X onfiguration) 2 b. Therme-Tru Fiber-Clasalc and Smooth -Star Nominal 66A39;8 &quctlmpuct$quot; Opaque 127312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdel ite(s) (InawirglOut.4nal; XO, OX or OXO configurations) 3 c. Therm s4ru Fiber -Classic and Smooth -Star Nominal 6039,6 &quotlm pact&quot Opaque 12f3V2022 No year Yes NIA Composite Edge Fiberglass Double Door with or without Sidelines ItraswirglOutawinp; X(or OXXO configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal S&M O 8quct;I pact8quat Opaque 12131)2022 No Yes Yes WA Composite Edge Fiberglass Single Door (InsWngrOutcwhlg, X configuration) 5 e. Themla-Tru FLDer-Classic and Smooth -Star Nominal 6&RIMO 8quoturpact8quct Opaque 12t311= No Yea Yes WA Composite Edge Fiberglass Single Door with S"ie(s) (IrmArgM.tvAng; XO, OX.OXO conaguragons) 6 f. Then ma-Tru Flben-Classic and Smooth -Star Nominal SM39;o 8quokl npect&quot Opaque 12/31/2022 No Yes Yes WA Composite Edge Fiberglass Double Door Cut or vAtout Sidelites (InsmnglOutwW ng; XX or OXXO conngurall 7 g. Thermo -Tin Fiber-CMsslc and Smooth -Star Nominal 8&p3B;8 8quoklmpact&quon; Glazed 12r312022 No Yes Yes WA Composite Edge Fiberglass Single Door (I nswinglOulawirg; X configuration) a h. Themna-Tru Fiber-Casslc and Smooth -Star Nominal e8e39;8 &quoklmpacf&quok Glazed 121312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sdeiiii gnswng/Outswirg; XO, OXa OXO configurations) 9 i, Therma-Tru Fiber -Classic amid Smooth -Star Nominal 68A39;8 &quctl npact8qust Glazed 12131=22 No Yes Yes WA Composite Edge Fiberglass Double Door wit or without Sifelkes onanniirglOutwing:.XX or OXXO configurallons) 10 I. Therms-Tru Fiber -Classic and Smoot -Star Nominal 66p39,0 equcklmpacti quot Glazed 12/311= No Yea Yes WA Cam posit. Edge Fiberglass Single Door (Insw rigroutswng; X crn8guraem) 11 k. Therma-Tin Fiber -Classic and Smooth -Star Nominal B&D39;D &quctI poot&quct Glazed 12131J2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sideloo(s) 8nswnpJOutwang; XO, OXor OXO configurations) 12 I, Therms-Tru Fiber -Classic and Smooth -Star Nominal 9&039,,01,quotl mpact&quot; Glazed 12131/2022 No Yes Yea NJA Composite Edge Fiberglass Double Door with or without Sidelites Onswilg/Outswing: XXa OXXO configurations) 13 m. Therms -Tin Fiber-Classlcand Smoot -Star Nominal SLIMS &quctlmpact&quot; Glazed Molded lwit 022 No Yes Yes WA Open Composite Edge Fibeglase Single Door 0 nswirg/Outswig; X configuration) 14 n. Therms-Tru FIDer-Cbssic and Sndoth-Star Nominal S&M,8 &quoktnpact&quat; Glazed Molded 121312022 No Yes Yes WA Open Composite Edge Fiberglass Single Door wtth Glazed Molded Open S(delite(s) (Insi4rig/OutsWrg: XO. OX or OXO mrdiaulatians) 15 o. Thern a-Tru Fiber -Classic and Snodh-Se, Nominal SLIMS &quot;impact&quot Glazed Molded 12f3lt= No Yes Yes WA Open Composite Edge Fiberglass Double Ooorwtth a without G lazed Molded Open Sidelites (Insw(ni/Outswilg; XX or 0)= configurations) 16 p. Th. -Tru Fiba.(lasie and Smooth-Slar Nominal S&AMS 8.q kimpaet8gwk Opaque 12r3l/= No Yes Yes WA Composts Effie Fiberglass Single Door with Molded Open Sklalit(s) (InswinglOutswing;XO, OXor OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Sir Nominal SfiNM8 8quotlrnpacti qu t; Opaque 12/31/= No Yea Yes WA Composite Edge Fiberglass Double Door wit or without Glazed Molded Open Sidelite (I nswng/Outswng; XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 f 1 IfN2D21 May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0%67.0 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,0/-80,0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 + .01-33.5 psf 12/31/2023 Wayne Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-60,0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243,5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54,2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6129/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Departrnent of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1252022 9292 Entity 17ate 2at4 oat"P�ina !la@ Y� Manufacturer Contact Engineer & Lieenda Validated By Vaildabd Submitted FBC Anoroval Apprp}ed BMW Revision 2020 Themre-Tru Corporation Sra+re Jaspason Lyndon F. Schmidt, P.E. Ryan J.King P.E 07I2312020 07ti2rdMI 07129=0 1CY1312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-8555 Subcategory. $Wnping Ederior Door Assembles sjasperstinothemialnum Compliance MM*d: Evaluation Report from a m Florida Registered Architect a a Licensed Florida Professional Engineer Se fl Prod LidModel. Number or Name Product Descnotlon maalav Assurance AoDroved for Use ADorovadlarllse Contract Extration Date In HVHZ Outside HvW IMONct Resists PrasWn! 1 a. Thermo-Tru Fiber -Classic and Smooth -Sir Nominal SWISS 8quot(mpacdcruok Opaque 12131/2022 Yes Yea year WA Composite Edge Fiberglass Single Door (Insvina/OutvAng; X configuration) 2 b. Therma-Tru Fiber -Classic and Smoot -Star Nominal SLIMS BquctlmpactBquot; Opaque 12131121722 Yea Yes Yarn WA Composite Edge Fiberglass Single Door with Sidelite(s) (IrmvingiOutesiing; XO, OX or OXO configuratlona) 3 c. Therms-Tru Finer-Clasalc and Smooth -Star Nominal 8&#39;6 8quct ImpactBquot Opaque 1213172022 Yes Yea Yes WA Composite Edge Fiberglass Double Door with or vmout sidelltes(Iratimr /OutmOng; XX or OXXO configurshons) 4 d. Therma-Tru Fibe.Classic and Smooth -Star Nominal 8&a39;D 8quoOmpactliquol; Opaque i mlr 022 Yes Yea Yea WA Composite Edge Fiberglas Single Door OnawirWOutsvnrg; X configuration) 5 e. Theme-Tru Fiber -Classic and Smooth -Star Nominal 88439,D &qugklmpad&quob Opaque 1213I r2D22 Yes Yea Yes WA Composite Edge Fiberglass Single Door with Sdeltaisi (IraswnptOutewinp; XO, OX or OXO configurations) 6 f. Thermo-Tru Fiber -Classic and Smooth Star Nominal 88a99;D 8qucClmpact&qua Opaque I V31R022 Yes Yeas Yes WA Composite Edge Fiberglass Double Door vAth or without Sklelitea (IrlarAn;9,=hg; XX or OXXO configurations) 7 gTherms-Tru Fther.Classic and Smooth Star Nomin2111&SM88quctlmpact8quat Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglas Single Door (I nswmg/Outsvnng; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Sir Nominal 8&f139:88quot:impaet&quan; Glazed 12131P2022 Yes Yes Yes WA Composite Edge Fiberglas Single Door w& Sidelte(s) (Irrsvdnq(Oubrmrg; XO, OX or OXO configurations) 9 i. Therms-Tru Fiber-Ccassic and SmootMStar Nominal 68M69;8 kutotimpad&quot Glazed 12131l2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door WM or vAthout SWIMS (thendrg/OuraMrrg; XX or OXXO configurations) 10 j. Therma-Tru Flba-Cantsic and Smooth -Star Nomina188N3g;08quaimpad&quoit. Glazed 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door (Inswrg/Outvirg; X configuration) I k. Theme-Tru Fiber -Classic and Smoth-Star Nominal 8&839;0 Squot;lmpactilquot Glazed 12131r2022 Yes Yes Yes WA Composite E48 Fiberglass Single Door Cut adelita(s) ((nswingrOutawiriz XO, OX or OXO configurations) 12 1. Thorma-Tru Fiba-Cetwsic and Smooth -Scar Nominal 8&bM0.6quok;lmpad&quot Glazed 1201/2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door with or without SIdalAes (InemnilOutswing; XX or 0)0(0 configurations) 13 m. Themna-Tru Flba-Cc"C and Smooth -Star Nomin2l6&439,8 &queklmpnd&quot; Opaque 1201/2022 Yes Yes Yes WA Composite Edge Fiberglasa Slagle Door Cut &qugtNorHlmpec48q.at; Sidelife(s) pnswing+0utswing; XO, OX or OXO onfigur ttons) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68039;8 &quoklmpad&quot Opaque 12GI2022 Yet Yes Yes WA Composite Edge Fiberglass Double Door wth 8quotNon-Irrpad&quot: Sidelites(Inswirgf0ulssing; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -.Mar Nominal 8&A39;0 8qucadmi scAquot Opaque 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth 8quotNon-Inpat't8quot Sidelite(s) 0nswiray/Oulewing; XO, OX or OXO configurations) 16 p. Therms-Tru ResrZiassic and Smooth -Star Nominal 8&a38;0 9quatimpact1l quoit Opaque 1213lr-.= Yes Yes Yes WA Composite Edge Fibers[ sDouble Door with &quotNorelrrpad&quota Sdeltes (I ne4ing/OutsW ng; OXXO configuration) 17 %Therria-Tru Fiber -Classic and Smooth -Star Nominal 8&#M88quok Non-Impect8,quok Opaque 12)312022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nswhglOutMlig; X configuration) 18 r. Themla-Tru Fiber -Classic and Smooth -Star Nominal 684,11361.8 &quotNon-Impact&qucK Opaque 12131r1022 Yes Yes No WA Composite Edge Fiberglas Single Door with Sidelte(s) (InsAMnWOulswing; XO, OX or OXO configurations) 19 s. Therms-Tru Filler -Classic and Smooth -Star Nominal 6&M3B;8 &quo%Non.Impact&quot Opaque 12)31)2022 Yes Yes No WA Composite Edge Fiberglas Double Door with or without Shc art (IrhaWng/OuteMrg; XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic and Snsxih-Star Nominal 8&N.08quotNon-Impact8quak Opaque 12f31P2022 Yes Yes No WA Composite Edge Fiberglas Single Door (In-irlg/Outswing; X configuration) 21 u. Thetna-Tru Fiber -Classic and Smooth -Star Nominal 841,01E39;0&quotNon-Impact&quot Opaque 12r31r2022 Yes Yes No WA Composite Edge Fiberglass Single Door wit Sdelte(s) prnw rignDutawing: XO, OX a OXO confiouratlonal 22 v. Thermo-Tru Fiber-Gasaic and Smooth -Slam Nomina188J MO &quokNon-Impact&puck Opaque 12131r-'= Yes Yea No WA Composite Edge Fiberglass Double Door Wth or without Sidelines 0nsiwig/Ou ipmrig:.XX or OXXO configurations) 23 w Tharta-Tru Fiber -Classic and Smooth -Star Nominal 8&M39;8 8quokNon-Impac4&quok Glazed 121312022 Yes Yes No WA Composite Edge Rbaglase Single Dos (Insising/Outswing; X oortguraoon) 24 x. Themla-Tru Fiber -Classic and Smooth -Star Nominal 6&1 W Siquothlor, Imp"quat Glazed 12I312022 Yes Yes No WA Composite Edge Fiberglass Single Door w h Sldelta(s) (InaMinglOutswng; XO, OX carOXO configurations) 25 y. Thermno-Tru Fiber -Classic and Smooth -Star Nominal S&A39;8&quakNon-Irlp2d&quok Glazed 121312rII2 Yes Yes No WA Composite Edge Fberglasa Double Doorwth or without Sidelites (InsvAng/Outring; XX or OXXO configurations) 26 z. Theme-Tru Fiber -Classic and Smooth-Smr Nominal 884139;08qudkNon-In"PlAqudk Glazed 12f312022 Yea Yes No WA Composite Edge Fiberglass Single Door (I" Wrig/Outsw'rlg; Xcnnfiguration) 27 za. Theams-Tru Flow -Classic arid Smooth -Star Nominal 81MOM:08quokNorh-InpaA6quok Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door wRh Sidelte(s) (InswinglOutsWrg; XO, OX or OXO configurations) 28 A. Therms-Tru Fiber -Classic and Srtnoth-Star Nominal ti&I739;0 &quothlon-Irmpad8quot; Glazed 121312022 Yes Yea No WA Composite Edge Fiberglass Double Door Cut or without Sidelites 0n ng/Oubwmni XXa OXXO configurations) .990 mm version 1 ReMslon 2020 MI W IM-11 and Doers category: Extenor Doors Subcategory aldng ExWW Door AsserWlaes compliance McDroS EYaluabcn Repair tan a Flodds Registered Maibact at Licensed Florida FL*153324%8 Protaasbntl Engnea Products Al l ProOud MOM. Nenha Mama 1 SERIES 420ALUMINUM SOD 2 SERIES 420ALUMINUM SW 3 SERIES 42DALUMINUM SGO REINFORCED 4 SERIES 420ALUMINUM SGO REINFORCED 5 SERIES 42DALUMINUM SGO REINFORCED QM Tim version lknufwwrw RWW. 2020 Wa"*o-Daron,adNdonofOvaheae Door Corporation Category: Exterior Doors adaCareeary: Sectional 5,darlor Door AssamNlas Carpllanae Method! Evaluation RePon Roma Flodds RegistersdArchilect a e Uzurl Flo ids >!L,leteeam Professional Engineer aeeum Sag j Prnduel MOOL MLmdna a a Men 3 BOOdl410N82004i1105 10 8000ABlOOM200 01123 1/ 800MI 00420001124 mm verson N-f mA,- Revision 2020 Carat/ OlvLVlandAADG. Inc. Category: Exert" Doors aiDCMapory Bacteria, Door Canponents COmpllwha NOMDtt Catlikedm Mods or Luaig FLa9 M74U Prosthesis &tea Product MOM.NumhesorNanw 1 fiD7. 707, 727, 747. T57. 7?7, and 847 Single and Pets al DOM Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 d 2 trdm21 EntlarA CI7nrad EndnearaLicerm, j(ydftgg ink 20 Validated Sullawirded Cute iMNana FRCA-Val gy Aparogod snare Brent MOW Lois Roberto Ldmsa Steven M. Union, PE 10MID7020 IME2020 1OA912020 12MM020 AIgXa.ed 1717)365-3300 PE-82514 (?17)317-8474 bsideigeroni.d.om $lgLErI. L SERIES 420 ALUMINUM SGD OXO Quill Aswranua Contract Emaatloi Cute 1203112024 Aogrovedre, use Agaoved ID-innlz outside No for the KM Yes IRaird Elablarat No Opp EC198YCt WA 1453/4&gU64001iqud: NON -REINFORCED SERIES 420ALUMINUM$Go OX. XO. XX 121312024 No Yes No NIA 96dqud780aquak NON -REINFORCED SERIES 420 ALUMINUMSGD REIMFORCEDOXO 1201r2024 No Yes No WA i45.3/4&qua XSS&qud; SERIES 420 ALUMINUM SOD REINFORCED OX. IM12024 No Yes No WA XO, XX S%qudX96aquot: SERIES 410 ALUMINUM SOD REINFORCED)= 121312024 No Yes No WA 143&quot:..8qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagel ell IMM21 Endri, or 20 2" 17i<a.210Aga NJ contact Bossism & Upenst Validate W Validated m F11C Areval egggyed Em Dwayne Karnali al John E. Sces on Jeffrey P. Amason, P.E. 1D1122020 09232 VA20 102o20 12/16M20 Appra-ed (330)763-8121 PE-51737 (904)821-52N dkomishmlvayn'ti'ttan.c all Dually Assur- hodud OscHaddm CasradLis xdr9tlm Cure 9&i39; Max width. 14029; Max helghl. Glazing 121312023 A=arad IW Use Amra..d for U, lm a gam Ili HVHZ OutWdb Resistant Pi48WL9: No Yes Yes-31.00L35.00 eveiMDle In tap a Inammsdisie aeeNcn 163A59; Max wldt. 148ar39; Max helght. GlOng 12> I9023 No Yes Yes .30.0003.50 awilablo In top or Intenrledlate 94at10n. 16111439: Max width. 148e3tt Max height. Glaang 121312023 No Yes Yea -34.40F38.30 "But In tap or ht"meelete eedbll. Florida Department of Business & Professional Regulation Pape1 .11 Bulling Codes and Staridards TM=l Product Approval Application Detail India, or Dal Dim OEiPm9ra Ask contact End ea&License Validated 0, yyd" 2mbm= FDCAncrorai EggroYM gay Tan RdiBy UL LLC Troy Bob p. P.E. 12!'Ia2020 12q 12020 12212ra 020 Apped r841)494-2813 (954)947 = lam.raltay(Oasseabloy.co m DusiM Assurance AbichrM ra Use Approved fa Use Intranet Product D,,,kd n contract Exeiratlm Date In MVMZ Outside KVH1Z Resistant Prase, Flush. Glazed, and Louvered she* and Pairs d 12131l2025 Yes Yes Yes WA holder metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pori d2 lrq=21 code eWN a us ads Oat. Fhndna ad- iiga Version Manufactures Caused EncersearLUcaarsa Validated By YamSubmitted FBC Amrpvd Egoroved 29a ReMam 2020 MI Wit doles and Dons Brent SMlliea American Ardiftectural eteveri M. Urich. PE 11M M20 1IM72020 11lZ72020 Approved Caapory: Ydndaws t71 n 365.3300 Menufichsersbwd bon (717)317-8454 Subcategory: Snore Hung b.tmgerg m1,,d.com Compllameo Method: Caldtardim Mark or ustlng Guests Assn Moneyed for Ilse Accrased for Use knis l� Number ta it" Product Model. N ber or me g TjQj� Caeael nlmlydlm - jl,HYR OLdddb HVHZ assistant presiature 2 tab SH 52x72 Flnhlengs Frame IG/SG Single Hung 1 otas=il No Yee Ne .M-60 Laminated Glass CD ^' W L . O O �e�..� V CIO O cu C O c O O W CIO 0 O cal LL. O CIO .cn Cn CD " 0 }a o ca. .E F- C -0 .= Cn ca. Q Z Z W J 0 0 O (� as =o :a. W O O = CC c-1 CC h' N ca _ to ca O 1_ CV L Val Q O ca O N 3 Gal a CU CL at r-r C N C' w Q c0 CL, = O � T to _ E ao r I (n L. CD -0-sJ Z C_ Cn `IO O L CL a< L U O L W CC W H O Las. CC LU Q W z J z Q J SHEET NO. PA 1.0. It �,irtatal�Pea t{nq.alF�•y Tt�alartt�P F1'I I' I I I I +'; I ''11111 + n I 1 1 '� I I I Qi Florida Department of Business 8 Professional Regulation Pape6d9 Fonda Department of Business $ Professional Regulation Pape, a+ Florida Deportment of Business a Professional Regulation page a, Flori a�•i o >` 0 Q .� U/�•[ CV VJ O O O O W O O O -0 E O .SQ ^� i..� ``�^^ .� VJ N N Q N C N o C7 t7a O W V O O ri O pa O O V I _ �o m ac N O i Q 3 N = at t C t C O 3 ` d O O L .d d C O O •O T N d0 E o G v O ur . W Z W `V O O L U O L V/ I� U m � Q L o w� a z Z Q J a SHEET NO. PA 1.1 da Depefhnerrt of Business $Professional Regulation P•n•t a2 Building Codes and Standards 1f252ozz Building Codes and Standards +,512o12aJ+ Bullring Codes and Standards +5IZA21 Building Codes and Standards 15120:1 Product Approval Application Detail RodLJd Approval Application Datall Product Approval Application Detail Product Approval Application Detail Col I R. I, 91R RIr1111'I ' I"IRI"f'!1" 111' III I I I I I I ___L_1 I Simpson Strong -Tie 2020 FBC Approved Products Updated 1213 20 i� � Simpson Strong Tie 2020 FBC Approved Products a Updated 12r,02020 Simpson Strong Tie 2020 FBC Approved Products Updated 12i3012n20 Simpson Strong Tie 2020 FBC Approved Products updaaed 12rsar2g2o For tree Inks to all SIST approvals fated below; CLICK HERE For direct 1nk5 to All SSTappravats Need bAloW, CLICK HER om For Brett Inks to all SST approvers Rated below, CLICK HERE em For bract Mks to oil SSY approvals ided below [LICK HER£ " Fat additional lnforma/atn regarding Fial6a's atewlde Product Approval System and Maori -Dade County Nonce of Aamptance(II For additional information regarding Flonda'setatewlde Product Approval System and Mard-Dade County Notice, of. Accepterice (NOA). For additional Information regarding Frdrlde's Statewide Product Approval: System and Mami-l)ade County Notice of Accsptesce-dNOA), LUCK -HERE. For additional information regarding Piety's statewide Product Approval System and Mamitade County Notice of Aampteace(NGA), LUCK HERE FL#2338-R7 FL#10446-R6 FL#1001I 11 HUS, HUSC series hangers Face -mount hangers available In vAcI is ranging from 1-518'to 3- 9116" and heights ranging from 4.5118" tc 11" Concealed flange Product Modal. Number or Names Product Dieaetiotign aiW Product Model. Numberor Name Product Dissertation jd&g1 Product Model. Numberor Name Product Description version (HUSC) available for models having width equaito or Titan Stainless Steel Concrete& Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21,A23,A33,A34,A35,A44 Angles 1 Er, BTB,BTH Brick Ties greater than 3-9/16" 2 APA21, APA4, APAB, APVA21, APVA4. APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 lUSsariestiangers Face -mount hangars available in widths ranging from 1.718 to 3- 3 APB44, APB44R, APVBW AP86611, APB88, APB88R, APB1010, APB101OP, APVB44, Outdoor Accents Post Bases 3 CS14. CS1S. CS18, CS20. CS22 Coiled Straps 5/8" and heights ranging from 9.114" to 15' FL#9589-Ra APV844R; APVB66, APVB66R, APVB88, APVB88R, APV81010, APVB1DI OR 4 CSHPIS, CS14P20 Coiled Straps 13 LGUS.25-SDS, LGU3.83-SDS, LGU5.25ADS Fare -mount hangars 4 APDJT2-4, APDJT2R-4, APDJT2-5, APDJT2R-e,APVDJT2-4, APVDJT2R-4, APVDJT24 Outdoor Accents Deck Jo rat Ties 5 CTS218 Corn pressionForlsion Strap 14 LU24, L1.126, LU28, LU210 Face -mount hangers § Product Model. Number or Name Product Description APVDJT2R 6 8 D`aSP, SSP, TSP Shad to Plate to 15 WC28Z, LUC2102 Fare -mount hangars 1 SDI O"2DBB Outdoor Accents Connector Screw 6 APHH46, APHH46R, APHII APHHe1 OR Outdoor Accents Heavy Hanger 7 HI, H10A, H2.5A, H8, HO, H7Z, H18, II HIS-Z HIS-2S Hurrircans Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-WO" to 4- 2 SD9112, SD9212, SD10112. SDI 0212 Strang-DrwaSD Connector Screw 6 APL4, APLB; APT4, APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents, Land TBeam-to-Cnlurm Ties 8 HGT-2, HQT-'9, HGT-4 Heavy QiRlarTiedown 5/8"and het rani from 3"to 10-1511 ' heights ranging fr 6' 3 SD9I12SS, SP92125S Sarong-DtivisSD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH201i. APLH210, APLH21 OR Outdoor Advents Light Hangers 9 HS24 Hurricane Tte 17 MGU3.W-SDS, MGU5,25-SDS, MGU5.50-5DS, MGLI5.625DS, MGU7.00-SDS Faoe-mount hangers 4 SDCF22434, SDCF2251Z SDCF22614, SDCF22700, SDCF22856, SDCF221014: Strcing,DrNe SDCP Timber-CF Screw 8 BVLZ BrickVenear Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4-SOS3 Heavy Slid Shoe 18 Mill sales hangers Face -mount hangers sivayahle In meths ranging from 11-9/16"Ito 5- SDCF221134, SDCF221334, SUGF2719K SDCF272=. 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST1. HST5. HST8 Straight SbA* 1/8" end heights ranging from 6-15118" to 19.112". 5 SDCP22434, SDCP2251 Z SDCP22614, SDCP22700, SDCP22 W, SDCP22912, Strong-Drivia SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTBZ, CJTBZ Concealed Joist TIft 12 HT916, HTS20, HTS24, HTS28, HTS30, HT,930C Heavy TWO: Strap 19 MUS26. MUS28 Fate -mount hangers SDCP221100, SDCP221134, SDCPx271400 11 DJT14 Deck JolstTie 13 HTSQI BKTZ. HTSQ20KTZ Heavy Twat Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers avagable In w elths ranging from 1- 6 SDHR27400; SDHR27614, SDHR31400, 80HR31614 Sttong-Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/1&' to 3-9P1 Wand heights ranging from 3-1116'tv 13-T4" 7 SDS25112. S0825134, 8DS26200, S0625212, SD525300, SDS25312, S082541 Z Strang -Drive SDS Heavy -Duty Connector Screw 18 FCA: FC6 Framing Clips 15 LSTA9, LSTAI2. LSTA16, LSTA/8, LSTA21, LSTA24, LSTA90, LSTA38 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. S0625BOO, SOS23800 14 FWANZ Foundation Wall Angles 18 LST149, LST173 Straight Straps 2X and 4X models; on y acutef1a11ge is concealed. a SDS25112SS, SDS2520065, SDS25212SS, SDSMMDSF SDS253126S Sbdng-Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Grp Angles 17 LTB20, LTB40 Bridging 21 U series hangers Fete -mount hangers available in widths rangingfrom 1-9/1V to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DiivisSDWF Flan -to -Floor Screw 16 H2A, H25T; H8, H1OA-2, H1OS, H14, HGA10 HurricartaTtes 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6'and heights ranging from2.518"to iI.I/A" 17 HCJIZ Heavy Canoes led joist Tie 19 MGT MediumGirdertiedown 18 HH4, HH6 Header Hangars 20 MST27, MST37, MST48, A4.STSO, M9 72 Straight Straps FL#10007"RB 19 KBSIZ knee -Brace Stabiltzer 21 MSTA9, MS`1I MSTA16, MS7AI8, MSTA21, MSTA24, MSTAWQ MSTA.36, MSTA49 Straight Straps FL#it W8 1118 20 1.30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC5a MSTC66, WC78 Straight Straps Alit" Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTCSSW Pre -Bent Straps fiNj Product Model. Num ber or Name Product Description 1 ATRS18, RTRI/Z ATR618, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skowable Angles 24 MSTI28, MSTI36, MST148, MSTI60, MSTI72 S7afght'Straps 1 BA series hangers Top flange hangers available in *tithe rangingffom 1-9me'to 7- 2 ATUD5, ATUDS-2, ATUDg, ATUD9-2, ATUD9-3, ATUD14, ATUD14--2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTSI8, MTS20, MTS24C, MTSW, MTS3OC Medium Twist Strap 11T and heights ranging from 7-115" tc W', 3 SP3M,2, BP1/2, BP1/2-3, BP5/8-2, BP51". BPT4, BPW4-3, BPRTUD3-4 Bearing Plates 24 LSSJ2SLZ, LSSJ26RZ, LSSJ28LZ, LSW28RZ, LSSJ21CLZ, LSSI2IORZ Field Adjutstabb Jack Hanger 28 NCA200-121 NCA202-12, NCA2xS-16, NCA200-18, NCA202-16 Bridging 2 DGBF Sarin hangers Top flange hangers available In widths ranging from 3-5/6" to 7- 4 CNWWB3 CNW11'2CWV518,CNIW3J4,CNW5/8-112,CNW3/4S/8 Coupler Nuts 25 LSSRi.81,LSSR21,LSSR2.37,LSSR258.LSSR210-2,LSSR410 Field Adjustable SlopeablelSkewoble Hanger 27 RCWBIZRCM14 WallBradng 119" and heights ranging from 9-114"to2A", 5 CTUD56, CTUD$5, CTUD66, CTUD75, CTUD78, CTUD77, CTUD87 CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIB, RPS22, RPM Repair Plate Strap 3 DGF series hangers Tap flange hangers available In widths ranging from f-I/2" to 3- CTUDII CTUD99 27 ML232, ML24Z, ML202, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24", 6 N3, W, N5, N6 Heavy Hex Nuts 2S MMHB Roof Tie -Down 30 SP1, SP2, SPA SP6, SPS Stud Plate Tie 4 DGHF series hangars Top flange hangers available In widths ranging from 1-314" to 3- 7 RTUD3, RTUD}38, RTUD4, RTU04B, RTUD6, RTUDB, RTU07, RTUD6 Ratche ing Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHB- Heavy Stud Plate To 518" and heights ranging from 9-114" to W. 8 TUM TUD10 Tske-Up Device 30 MMLU26,-MMLIj26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SSI.5, S32.5, SS3, SS4.5 Stud Shoe 5 E35, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8. 9 TUW38 Tako-Up Washer 31 RSC R13CP Roof Boundary Clips W ST9, ST12, ST18; ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST8224, ST0236 Straight Straps 718" and heights ranging from 11"to 32-1/7'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tio-Down 34 TB20, T1327, T$3Q TB36, T042, TB48: TB54, TBSW, T080 Tansion Bridging 6 EGQ series hangars Top flange hangers available in widths ranging from 3.518" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TW812, TVM14 Wall &acing 1/4" and heights ranging from 11-1/4" to 32" 12 URS5 5/S" Uplift Rod Run Tledowi System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdowwn 7 GLS series hangers Saddle hangars available in widths ranging from 1114" to 6-718" 13 URSB 514" Uplift Rai Run Todown System 35 TJC37, TJC57 Truss Jack Clips 37 WSiOO. WB106C, WS128, W9126C, W81430 Wall Bracing and heights ranging from e-1/2' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Topflarhge hangers available In widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32' FIM0441-RG FLyF10531-R6 9 HO series hangers Top flange hangers available in Wdt a ranging ffam i-9118" to 7- FLtM0447-R6 1/2" and heights ranging from 8"to 30' J 'Prmat Model. Numberor Name Fmduot Descrption -&I& F�4duot Model. Number or Name Prgduct Deacflptfon 10 HGLS series hangers Saddle hangers available in widths ranging from 6-174" to 8-7M' 1 DTT2 Hold down Sag # Product Model. Num bar or Name Product DeseHbtion 1 CBH2.37x5.5, CBH2.37x7.83, CSH2.374.75 Concealed hangers and heights tanging from 10-1f2" to 26', 2 HDC10/4, HDC1 = Hold-down i AHEP Adjustabie Hip -End Connector 2 OU, DHU, DHCTF series hangers Face -mount -(DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in vadths ranging from 3-1/4" to 8- 3 HDCA, HHDQ11, HHDQ14 Hail -down 2 DSC2R-SDS3, DSC2L-SD33, OSCSRSDS3, USC5L-SDS3 Diag SbutCormectors available in widths ranging from 1-WIS" to 34/18" and heights 70B" and heights ranging from 7-ItT to 37' 4 H©UZHDU4 HOU5,HDUa,HIAJII HDU14 Haut -down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15116". 12 H(SLTVseries hangers Tap flange hangers available InWrithe ranging from 3-1/4"to7- 5 HPA28, HPA35 Strap-dyle purlin anchor 4 HCP1.81, HCPZ HCP4 Hip Corner Plate 3 HGU3.e3-SW, HGU5,25-SDS HGU5,50-SDS, HGU5.82SDS, HGUTOO-SIDS, HGU7.25- Face -mount hangers. 1/8" and heights rangingfrom 1d'to 33' 8 LSTHDB,LSTHDBRJ Strap -style hold-down 5 HHRC2-2.HHRC42,HHRG42-2,HHRC4/151,HHRC44,HHRC5.2513.25;HHRC5.3713.12; Heavy Hip to Ridge Connectors SDS,HGU9,00-SDS 13 HIT series hangers Top flange hangers avaijableinwidths ranging from 2-'V18"to3- 7 MASA, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangers available In widths rangingfrom 1-5/S" to 7- 9/16" and heights ranging from IW to 28". b MPAI32, MPAI44 Strap -style purlm anchor B HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 55M S" to 12-71a" 14 HUSTFseries hangers Top flange joist hangers available in wittfhs ranging ftom 3-118"to 9 PA 18, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 7 LRU26, LRU26, LRU210, LRU212 Rafter Hanger s HHGU5.25.SDS, HHGU5.50-SDS, HHGU5,82 SDS, HHGU7 00-SDS, HHGU? 25-SDS, Face -mount hangers 3-9116" and heights ranging from5-3/8"to 13-1/&' 10 PAi18, PAI23, PA128, PAI35 Strap -style purfin anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable U Hanger HHG4J9,00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 S'THD10, STHD1 ORJ SIrWstyle hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHU528-2, HHUS28.2, HHUS21(.2, HHUS46, HHUS48, HHUS410, HHUS5.50110; Face -mount hangers 1/2" and heights ranging from 3a/16"to IF' Concealed flange 12 STHD14. STHD14RJ Strap--styiehold-down 10 TC24.. TC26, TC28 Truss Clip HHUSt25110 version(HUCTF)available tar all models havingwidth equal tour I I THA29, THA213, THA210, THA218.2, THA222-2, THA413, THA418, THAC416, THA422, Adjustable Truss Hanger 7 HSIJR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging Imm 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA4213-2 1/S" to 5-118" and heights ranging from 4.3d4" to 15 314"- 16 HWP series hangers Top flange hangers available in w aitha ranging from 1-9f18" to 7- 12 THAI1.81J22, THAl2,0&22. THAl2.1122, THAI222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-31ir'to 28" 13 7HAL42Z THAR422 Skewed Truss Hanger double 2X and 4Xmodsis; only acute flange a corded. 17 HVVPH series hangers, Top flange hangers avallable in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTV26, HTU28, HTU210, HTU26-2, HTIJ28 2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-Si8'to 37' 15 THJM2.4-SDS3, THJM2-5SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-911 T io 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/1 T to 3- 18 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19-114". Concealed flange 5W and heights ranging from V-118" to Is' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available forall models having width equal to or 19 JS series hangers Top flange hangers available In width of 1,9/1 T and heights 18 VTCR Valley truss Clip greater than 2-W16" ranging from 5-3/8" to 7.14' 10 HUCQ181/9-SDS, HUC01.81/11SDS, HUCO21D-2SDS, HUCQ210.3-soa, HUC0310- Face-mourithangers20 JBA series hangers Top flange hangers available in width oft -Wife" and heights SDS, HU00410-SDS, HUC0412-SDS, HUMS 25/0-SDA HUCQ5.25111-SDS, HUCQ610- ranging from931(r`b 13-1/8" SDS, HUC0612-SDS Simpson Stroh -Tie 2020 FBC Approved Products Updated iZ5020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 120220 Simpson Stroh -Te 2020 FBC Approved Products Updated 12302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WA20 Fa dtoot Inks -tod1SST approvals Isted beloww CLICK HER For direct Inks to SST approvals listed balmy, lCJ ICK HERE For diect Inks to All SST approvals Isted below,,CLICK HERE For drool inkato all SST approvals listed below, CLICK HERE. No .For additional Information regard(rigFlorida'sStatewideProduct Approval SystemandMaml-)adeCantyNoun%dfAcceptance(NOA),4ICy�KUxp, I For adiftlional information rograrding Flondes-Stalowide Product Approval System and WarriVado County Notice olAoceptance (11I I ForaddlbnalinformationregardingFlondasStatewWeProductApprovalSystemandMami-DadeCantNoticecfAcceptancedNOAJ,sjl� For additional Information reordirtio Flocidlit's Statewide Product Approval System ion d Manti0aide County Notice of Acceptance III CILICKHrAF, 21 L13 Bari" hangers, Top flange hangars available in width of 1.9116" arrd heights FL#1 IME IS S1L.BV1.68, S1LBV1:81, S/LBV2,0e, S/LBV2.37, S/LeV2.58, S&BV2,88, S/LSV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor'for concrete ranging from 53/8" to 15-1/8" SILSV3.56, WUW3'SZ SJLBV4,O& S/LBV412, S1LSV4.28, SRBV4.751 S/L3V5.60 8 Strong•Dot2 (ST82, ST82.48S, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top ilange hangars available in width of 1.9/1 e" and heights AKA Product Model, NumDer or Name Product Description 19 S/LTT20, satTu, stHDT14, HTT4, HTT5 Holdowi s steel and Types 304 and 316 stainless steel ranging from 9-3%6" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SWST80, SWT72 Stops 118 Mill (10 go) 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-He , THD-CS, THdCSSM Titan HD Heavy Duty ScrewAnchor for eenwete and masonry 23 LEG3, LEGS, LEG7 serves hangars Top flange hangers available in widths ranging from 3-114" to 6- 2 HRSB, HR58, HR512 Soap Ties 21 SP4, SIPS Stud Plate Ties available with hex head in carbon steel and Typos 304 and 316 718" and heights ranging from 9'to 33-117' 3 HUCO210.2-SDS, HUCO210.3-SDS, HUOQ310-908 Joist Hanger 22 S,SP, DSP, TSP SW d Plata Ties stainless steel, or with countersunk head in carbon steal and 24 MEG5, MEG7 series hangers Top flange hangars available in widths ranging from 5-114" to 5- 4 THG62, THG83, THGBH2, THGBH3. THGSH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainlesssteel Till" and heights ranging from 9" to 32-112" 5 THG02-SDS3, THGQ3SOS4,5, THGQH2SDS3, THGQH3SD94.5, THGQ1I Joist Hangar 24 TS1= Truss Brace Diagonal 8 Tron HD Roil Coupler (THD3763ARC, THD5OM4RC) Thon HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1016" to 5- 8 THGW3-3, THGW3-4, THQW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger(THDB25158RH, THD837158RH, TH0372121111, Titan HD Threaded Rod Hanger for concrete 1/6" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFD8, PFDSB series hangers Top flange hangers available in width of 1-WIT and heights 10 Wedge -All (WA) V*dge-AII Anchor for masonry ranging from 3-3/6" to7-1/6' FL#11473-R5 FLX13904-0 2T RR Ridge rafter Connector 28 WP series hangers Top flange hangers available In wadffls ranging from 1-9116" to 7- JAW Product Model, Number or Name Pmduct Description §da Product Model. NumberprNama Product Description FL 1623(11- 116" and heights ranging 9-114'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.112-SDSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Refrofft Anchor CCTQM4.82SOSG, CCTQM5.50-SOBS, EODOW012S05G, CCCQM4.62-SDSG, Ilia Product Model. Number or Name Pmduct Deacriotipn 3 HIS, HISS, H16-2,H1$-2S Hurricane Tie CCGQM55"DSG 1 AT-XP AT-XPHigh-StrengMAcrylic Adhesive for concrete or masonry FL#IOOe0-RID 4 HETA12, HETA16, HIETA20, HETA24, HETA40 Embedded Truss Anchor 2 EGCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.5OG-KT, ECCLLQMDi3,62G-KT, Masonry Pier Caps 2 ET44P ET•HP Epoxy Ad hesive, for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLiQMD6,5OG-KT, ECCLRQMD3.62G4KT, ECCLROMD4.82G- 3 SET-XP SET-XP High-Strsngt h Epoxy Adhesrrefor masonry aJW Product Model. Number or Name Product Description 6 HGAMIQ HMO Masonry retrofitsonhectors KT, ECCLRQMD5.50G-KT 4 Strong-Bot2 (STB2) Strang-&yk 2 Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R; ASA69, ADA68R Adjustable Post Base 7 HHETAIB; HHETA20: HHETA24, HHE-TA40 Heavy Embedded Truss Anchor 3 HGUW.25, HGUM5:50, HGUM7.00, HGUW,25, HGUM9.D0 Heavy Masonry Hangers 5 Titen2 (TTN2) Titan 2 Screw Anchor for concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU55, A9135.6 ABU65, ASU06, ABUSER, ABUSE. Adjustable Post Base 8 LGT2, LGT3.SDS25, LGT4-SDS3 Girder Tiedcwn 4 LGUM28.2, LGUM26-3, LGUM2". LGUM2&2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD -H4SS, THD-HOBS, THD-CS6&Sj Titan HD Heavy -Duty Screw Anchor for concrete available In 304 AB11188R, ABUI010. ABU1D10R, ABU1212, AElUI212R 9 LTA2 Lateral Truss Anchor LGUMZO-3, LGUM210-4, 1,GUM46. LGIJM48, LGUM410 or916 stainless sterelwfth hex head, and 316 aiginless steel with 3 ASW44Z, ASW44RZ, ABW46Z, ABW46RZ, A8W66Z, ABW66RZ, ASW7.7 Adjustable Post Base 10 META12, META16. META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, Ml3HA3.12111 25, MBHA3.56/7 25, MBHA3.5619.25, MBHA356111.25, MasonryTop Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE-4, ACB, AC8R, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM$0 Slap Tle for Maso MBHA3.6S/i1.80. MBHA3,581I4, MBHA3.65116, MBHA3,5(1/18, M131I 25. 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 SC4, BC46, BC411, BC6, 9MR, BC8, BCS2-24 BC52-81e Post Cap 12 MTSM16, WSM20, HTSM16, HTSM20 Twist Strap for Masonry MB4AS_WJ9.25, MBHA5 5W1 25, M13HA5-501,86. MSHAS 50114, MBHA5 50M8. 6 C844, CB48, 0646; CB88, CB88 Embedded Column Base MBWA5.50118 1 CBS044-SO52, EBS048-SDS2, CBSQU6-SDS2, CISM86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 11,11BHU3.58/9,25, MBHU3,561i'11.25; MBHU3.56111.88, MBHU3.56114, MBHU3.50116, Masonry Beam Hangers FLS16937-10 6 CC, ECC. EOCU Series Dotted column cape with W1 ranging from 34M/ 'to 9.112" and F1.011496-R6 MBHU366M8, MBH1.15.5019,26, MBHU6.5W1125, 11,48HU6.60111.88; MSHUS'60114, W2 ranging from 3-518" to 7-1/2" MSHU5.50116, MBHU5.50118 , Product Model. Num bar or Name Product Da6orlbtlon 9 CC04DS2.5; ECC0SDS2.5 Series Screwed column cape wfh W1 ranging from 3-1/4" to 9-1/2' and All" Prodl/eLModal. Number or Name Pnaduet Description I X34B10185K, Xt$1018, X1 B101S-4K, XQIS10i8, XQi81416-4K #10-18 Strong -Drive X MeW Self -Drilling, flapping Swews with #3 VY2 ranging from 3518" to 7-1/2" 1 UTTI Z DeokTension Tie chill Pohl 10 CPT44Z, CPT88Z, CPT88Z Concealed Post Tie Hasa 2 H012, HD19 Boned Holdovns FL#i3976-Ra 2 XLQ114171224, XLQ11481224.2K Al2.24 Strong -Drive XL Large -Head Metal Self-Drfltang, Tapping 11 EPB44A, EPB44, EPB46, EP668 Embedded Post Base 3 H038, HD5B, H07B, HDVB Soled Holdowns Screws with 11115 Dell Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, I fTTS, HTTS-314 Tension Ties Sufi Product Model. Num bar or Name Product Descrlption 3 XMQ114el224, XMQ114B1224-2K 412-24 Strong -Drive XM Modiurn-Head Metal Salt -Drilling, 13 LCB44, LCB66 Embedded Column Basis 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW2233S, SDW22438, SOW22458, SDW22500, SOW22600, SDW22638; Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVM834 4 XQ114$1224, XQ114B1224-2.5K X114S1224, X0112S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Serowe with 96 15 MPB442, MPWW, MPB88Z Moment Post Base 2 SDWC15450; SDWCISWO Strong -Drive SOWC TRUSS Screw Doll Point 16 PB44, P644R, PB46, PB66, PBSOR Embedded Post Base FL#13628-R8 3 SDWHiG300178, SDWH19400DB, S13WHI9800D8, SOWH198OODB, SDWH1910WDB Strang-DriveSDWH TIMBER-HEXSorew 5 XU348101'6, XU34131016-5K #10-10 Strong-DriveXU MeffiI SelfwDrilling, Tapping Screws with 17 PBS44A, PBS48. PBS55 Embedded Post Base 4 SDVNH274000, SOWH275MG, SOWH27800Q, SDWH27100DG, SDWH2712DOO Strong -Drive SEW H TIMBER -HEX H DG Screw #1 Drill Point 18 PBVB, PBViO Round Post Base &Mg Product Model. Number or Name Product Description 5 SDW$16212, SDWS183o0, SDVVSI6312, 5DWS16400 Strong-DrlveSDWS FRAMING Screw 19 P044-18, PC46-16, PC48-16. PC64-16, PC88-16. EP044-16, EPC45-18, EPC48-16, Post Cap 1 S6518x24, SB71804, SBIx30 SB Anchor Bolts 8 SDWSISHOO, SOWS19712, SDWS22400,SDWS225U0;SDWS22512, SDWS22500 Soong-DnveSOWS TIMBER Screw (intend Grade) EPC64-16, FPCOO-18 2 SSTB16, SSTB20, SSTB24, SSTB28, SST234, SST836. SSTBi SL, SSTB20L,, SST624L, SSTBAnchd Boles SDWS22800, SOWS22900, SDA6221I)= SDWS221100, SDW=I200, SOWS221500 FL#36320,R0 20 PC4Z, PC4R7, PCSZ, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCOZ, EPC6RZ EPC8Z, Post Cap SSTB28L 7 SOWS22300DB. SDWS224000B: SOWS2250OD8, SDWS22SOODB, SDWS2280OD0, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPG81Z SDWS22100008 Spa/ PlnductTrksdel-NumberorName Product-Descriotion 21 PPB44-4Z, PPB44 8Z post Base 8 SDWS22312DB8, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB48.5, DSSC048, OSSC846, DSHS Bypass Framing Dri tStrut Connector 22 RPBZ Retrofit Post Base FL#13III 9 SDVVS2730OSS. SDWSZ740OSS SDWS275COSS, SOWS276OOSS, SDWS27800SS, StralgariiveSDWS TIMBER SS Screw 2 FCB415, FCB45.5, FCB47 5, FCB49 5, FCB4115 Bypass Framing Ftced,Cdip Connector SOWS27100USS, SOWS27120OSS 3 FPHSD34S701e, FPHSD34B1018, FPH00S4B'I01e-5K, FPHSD34S1214. #10-18 and #12-14 Strong -Drive FPHSD Framingto-CFS Sell ProdudtiNodal. Nutnber.or Nama Product 0WAIDtlon 10 SDWV13400 Strong-DriveSDWV SOLE -TO -RIM Screw FPHS034131214, FPHSD3481214.5K Dolling, Tapping Screws FL#1096646 I CMST12; CMST14, CM5T016, CS14, CS16, CSI S, C820,CS22 Coifed Straps 11 STN22 Outdoor Aeeents Hex -Head Washer 4 LSFCZ25, LSFC4,25. LSFC825, SFC225, SFC4.25, SFC6 25 Steel Framing Connecter 2 HRS6, HRSS; HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST36, Straps 97 mG (12 go) 5 LSSC4.26, LSSCE.25, S9C225, S904.25; SSC6.25. MSSC2_26, MSSC4.25, MSSC625, Steel SW Connectors §01 Product Model. Number or Name Product Description MST148, MSTISO, MSTI72, S/MST27, S1MS1737, S/MST48 MSSC4-25KW, MSSCs25KW I FJA, FSA Foundation Anchor 3 14TS16, HTS20, HTS24, HTS28, HTS80, HTSWC Heavy Twist Straps FL#16311113-R3 6 11 RCXVW5 5, RCKWT6, RCKW3S. RCKW5.6S Rigid Knee Wall Connerrtor 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSM49, LST173, MSTA9, MSTA12, MSTA15, MSTAiS, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCS43.5, SC845.5, SCS47.5, SCS49.5, SCB411.5, MSC84S5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH464. GH46-8, 01-148-6. GH48A GH410.6, GH41". GH66-6, OHh-(I-8, RH68-6, GH88- Girder Hanger 5 LSTA9, LSTAI2, LSTA15, LSTA18, LSTA21, LSTA24, 8T292. ST2122, ST2115, ST2215 Steps 33 ml (20 go) §211 Product Model. NumbsrorfJame Product Description 8 5CS32.5197, 5CS62-5197, SCSS2.6f118, SCS82-WI16 Bypass Framing Cdnnagmr 8,GHSI0$, GH81D-8 6 I-SUSH3.25, SUSH3.25, MSUSH3 25 Bridging Connector 1 AS 18, AS IM, AS 18S8 1$ ga TrussPiatas 9 8CW3.211), SCVVS.5 Head.aFWalfSkdo-Gip Connector 4 GLB5A, 01J35B, GLB5C, GL660, GLB7A, GLB78, GLB7C, GLB7D Gkulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate iD SJC8,25, SJC10.25, MSJC8.25, MSJCiO,25 Steel Joist Connectors 5 0LST512, GBLT812. GLBT5i8, GBLT616, GLST820, GBLTS20 Glulam Bearing Plata 8 LTS12, LTS18, LTS18, LTS20 LightTwist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate g MSTA30, MSTA36, STS215, ST6224, STU, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSHMS1414, YLSH78B1414 914-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT"2, MGT-8, HGT 4 Heavy Geder Tiedown 10 MSTC68, MSTC78: STS238 Straps 88 mil (14 go) Senecas a UFPIOSD&3 Universal Foundation Plate 11 MT812, MTSiB, MTS78, MTS20, MTS30, MT8240; MT930C Medium Twist Steps 13 XQ1S1018, XQ1 B1016-41K, XQ1S1214. XQIB1214-3-5K, XQ7881224, XQ7681224-31K, 910-1S. #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SJ81,5% SA31.81, S/B•2.06, SA32.37, S62.56, WS2.68, S1B3,12, SA33.56. 6/63.62, S1B4.06, Top Flange Joist Hangers FL#15730-114 XQ11481224; X011481224-2.51C, X0112S1224, XQ11281224-2K, )(3413101 e-5K, Tapping SorwAs 5(84,12, 1M4.28, s/B4.75, 5155,50 XISi010. X1B1016.4K, X1S1214,XIE1214-3.5K 13 SIBAZ.1218, S(BA2.12/10; SMA2,12112, SIBA2.12J14, S/BA4.1818, S,I30.16/10, Top Fienge Joist Hangers &Mg Product Model. Number or Name Product Description S/BA4.i8/12, SMA4,18/14 1 ET -HP Adhesive Anchor for concrete 14 SM1A HurricanaTie 2 GAC, GDP, GDPM-60, QDPW75, GOPM-100, GDP$, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHDSS, SMD88, SA4DIOS. SIHWOB, S1HO15S, SMD150 Hoidowns 3 POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT,K PINW, PINWR PINWP-W, PDPAVVL, Pawader-actuated fasterers, threaded studs, and assemblies 16 S/HDU4, S/HDUB, SIHDU9, S/HDUI1 Holdowns PDPAWL-MG, PSVL3, PSVMK, PCLDPA, PECLD)PA, PTRHA3, PTRHA4 17 &Jai,S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete May 27 2022 O O C/) -Cu O O C O O Q c O >` .� CU U TOE V N i ICU O (� rn O � O a- O ZD 5:C 0 Oi.L LM;Z _ O .Cn '� 2O 0 O L `M^ 711FI]l P! FFA FrA ,ff ir N N O N c 0 :fl N a LIA 0 C- o V 4 CD- � in K N C L" d ro o _ -� C4in t in N tV 3= aa�is` ou o ou CJ 3 ro L CID u m c o 2 �+ toas c E so 0 it 0 (D E Z ^ �W_ V J CIO ICU > > CL Ls� O CL 0 0 W U ICU m ^< I..L O L ICU LLJ W Z Z J Z Q J SHEET NO. PA 1.2 -- I J� P - - 111,1 111II rij -I'll 1171. iq I I I I --1 11 1 I - " - --- - --- I- - - ; I 1 -1 Cl) C- ♦—00 C L) > MtAMA wz COUNW P2MUCTC09rMoL5ECTXW PGThD&qnim1Uc- PGT.Lu1=trki61vc. a) 0 L_ L- (]) CL 2 Zrr-T Ulluorieu ft. CL 0 NCMCK Of. ACCM-ANCT: EVMYTNCE SUBMITTED NOTICE Of ACCIEFrAINCE: EVIDYINCLSUBM11-TED C CU -0 LL TOEUhNfL Eon& 13175-1474 110ARDA"CODF-AAMMUSTIL&T190MVISM 'rfn*)-3L5-25" FMILi-2W 'CE N0T1CX0F.kCCEPTANCE.,1A7EDVS D. QVALM ASATRANCE a) -= C -M VWW NOTICIE OF -AkC]EFTATNCEf-�0--kL I. Evidence subtalMd under prevnius...NZOA i- Miami DadeDepartmewof Reguhtdry and EcqwnicRrwm.xs (RM� CU Cn (D -0 0 -0 PGT I>>t54'ties, Inc. i- maodktureesclie Amwings and see tim- 5. Test Toport on 1)AirbffihrAimTcs:i.per FBC. TAS 2M,94 0 �2 (&�bjW**djjff&rJT0A No. 11-0107,(4) 2)UnifmmSUticAirPmwjmTom, perfBCTAS202-94 E. 1 Il R1AI.CERTInCATIONS a = 0 LL Scan: 2- 3) WaterResistame Teo, per FBC. TAS 202-94- L Not= DfArcept=eNo. 15.,Mg.14 mued toV=onE%w=onLnnUrdfhr1hm . Co 0 CU thwu&21 of2l, pfqpred byuanufaMw, dated IU5/15- w0re6sim A dated 4)1,iW Missile Lu4W Ted perFBC, TAS 201-% -Wh*PRWPVCExwrierEttmsionsforWmdmsmdl)mW dated08,13/15- C/) -0 0 > E cD 0 %- beme4invuMiDude Cc=ty=A odw=enwtae xQuwe4byfhe AuthwtyHvv=gJwi9dw4om(AFD). 0445/17. signed and a" by A- Ly=MU, P.E- 5)Cyclic Wind Pit tee 1,oadftpuFBC TAS 203-94 6) Forad Eff ry Test, per FBC� TAS 20.1-94 NwAr c&Acmpu=No� ld-*20M tined tOViSDa Ext=ian Limited forthm "VE Cn (D &- -1.-# 0- Cn 'R M CU -0-0 M=X0A"notbevA4#fkw1he Camcd Seder B. TESTS along wft=*edV drawmp and iastatlatton 4agm ofvnn4 "M gh% 4om pmpawd 1000 Tan M and Aghter Shades (Non -'Pt hift) Rigid PVC Exterior Extrowisai for C= U) < t1dK=wBade Vouncy) =&or*e AW (m aws odw, thanVwmDads Camdq),zeserne the right to have this 1 - Tea repon on 1) UWWwSbfic Air Pftme Test,ptrFWz TAS 102-94 by Feneamfian TftI4 lab, Inc- Test ftort No- TTL M9�. dated 1 1MI15, signed and . N%mfows and Doom": dated 12ft16, oqk&g an 12QW21- product ornuftiW kstedfix quaW xwa=cepuqrom- If this prodad or mateLridflikto perfb= in then tcepw nwmw, the n4atuacuairwA =Wtheespewe ofsu& Wsfidgmfte A1Uuuq-zmuw&Ae1yfeVoke, madify, or "" Loge Waak IW[PctTest per F13C, TAS 20144 sc*4 by Idak* Ortega, P. E. (lest itpcwt xvtwd an 12M/15 and 0'11146) 3- Noticr of-Acceptiewe No.. 15-02&15 i%wd to Vision, EMusion Lumiled farth6ff -BrovmCoa1*d(PnWted*rLsmfta )WkheR*dFVCExftiwF%tmdonsfdr fed 3 14*finggper FHA_ TAS203-94 Cydw V*rwd Rmw 6- Test npw on 1) Air Uftratma Test, per FBC, TAS 202-94 mmpeW the use of such profto ar material within thek juzisdkfioa. RER remves, the tight to revoke this *mg wftnaW-up dtawwp and inoWlatioa dorm ofvut)4 sliding Aass do", poepstd 2) Un&m Stag Air ftwm Test. MFBC, TAS210244 Wlh*ws and Dours7. dated 08113/15, eqming m 09130119- a acctob� Lf d is detemined by%awAN& CouWWoduct ConW Sectm1hat this pmdmt or maetW fails to byFeneWatfm Toftg Lab- Inc - Test Repon No TTL #717, dated 12107452 *md and 3) Water Resistaxe Test, per FBC. TAS 202-94. 4. Ndfice afAcceptaire No. 16-471192 issue to ENEFLGI Fenestbition SatWians USA - meet the teqaiv� ofdw;qpficzbL- buUizo, co& -bed hemm and hat bem dmp qd to rvmply wf 1h *a Mmich Bad&w- Cc&- Thi&pudacUsiWwe4*sde*= seded by,14alaus One ga. P-E- (Tw fepw rev iwd an 0245/16 and 02rM 6) 2, Tast vqx*t an 1) Air lnftv�m Tes;L per FSC, TAS 202-94 4) I -age Wrissile Impact Tea perFBC, TAS n21-94 5) Cycle Wmid Presswe Leadingper FBC. TAS 203M Inc. fbr their rA-N 3M and LWiftr Shades (Non-Whfte) Ried PVC Exterior Extrudons farN%qnd*wsiwd DooW dated 09115/16�- oTdmg cc 02MV21- in��Hi&VeUxAyguuicaw Zone- DIESUUMON- StAn '*&157W177#"Viky1 Shftg Ghsv Dow (R*Wwced) �wlwa 91f & 13-V eamprgL� 2) Unifban Static Air Imoure Ted- per FBC, TAS 202-94 along with madmd-V tirmuo and mst;Wlatma Clap= ofvmvl Wmg gbss door pqared 5. -Notim of Acapta= No. 1"71ZO4 isstied to ENERGI F==bution Solatkws USA� -Broun -4MOVAL DOCUAWa- DasingXb. 3W-5V8,8 Rev R, Wed "V* Muting Man D=-NOAaW- sheet 3) Water Resistammm Test, per FBC, T-41S 202-%- 4) L;qF Missile Nest per FBC- TAS 201-94 by Fenesuation Tmfing Lab, Inc_, Test. Ktpod No, FTL #55L dated 12AW 15, signed and sealed by Idaknis Ortega, R E. (Test tepoit revised on02,15(22016) Iw- for tbw and Litbter -%ades of Cap Coated R� PVC1xWibr Est a: for VVIndows. and Dooai� dated 09/15116- expidog an tW1VM- I dirmqft2l ef2l.pMsredbymlnuboam, dmd 10/05/1 Jand las1mvised on 02/0V21, signed ad sealed W 5) Cyck Wind Pwmt Lm4ngpwFBC , US J03-94 7 MV npw •on 1)'Undom Staw Aar Pftssm Test per FBC TAS 202-94 6- Notice of Accq*we No. 16-071243 imed to EMRG1FweWz0= Sdatim USX A-LynnUillff, P.F--bearimg1heM&nai-DadeComryProdudCanirdRevnwu-M=VwilhiheNctimof 6) F=0 Enhy Tea, per FBC, TAS 202-94 2) Large Mmk la4ma Tea perFBC, TAS 201-94 Ix ft Ows 'WILW Rigid PVC ExteriorEomskas for Windows mid Down-" dated Acceptilncemmiw nd aprahmdft by the Mawi-Da& Cmity Wo*actCortw1 Sector 9049 WW=&E4-W davings and ingalhum dopm of vmyl abdug #bm 6xr� ptgaied 3) Cythc Wind Presme Loadmig per FBC TAS 203-94 0FA011 7. eqhiq an 82=118, AILSSME WA C1 RATING.- Larr and SwIf Min & hV& e t Pwemnr by FeneArahon Toting lab Inc., Test Rqme No FTL 04 dated I 10n 5�. signed and ab* wi* n=ked-V dawzp and invaftm dq!�= of Vinyl shd:tg glaw dom pqmed -7. Ted itparts No(s), 1040-792(Al 10-C&MOS27, S35753,09-per ASTW--941 I flew; I- See cable I (*eEtD 2W W& 2 (awq) forapprx"SOD mik som dnip pmsw%. sealed by1dalm Orteg% P-E, (rest sepost revised. on 01900 and 02111/M 1-6�) by Fenestrafion Testiug L*- Inc-, Test Rqxg No. FTL NM ow%ft A-1 tbru A-227� dated ASTNbIM and ASUZ435, issued. to Exhusim for ceSilow gifts "s� TabksB-1 & B-2-ihem 7A and ambn layota-zbeemxeqti�% in 11 gnu 16- 3, Tit upW on 1) AirInStritim Tesk. per FBC, TAS 202-94 1) Uniftsm. Stat ic Air Pins= Wit, jw FBC, TAS -10-1 -94 1149110, *3ed av4 sealed by Jorge A- Cmiso, P. F- (SebmiNewf nniferA10-4 X& 11- 010 W) composite material. (Skbmired under ArOAN& 11-01OX041 2- RiS4 White FVC Tali (Non-vrWe),R*d PVC %"Brovm caaaed (hunedw luuuftd) wbAe Rigi4 VVC-to be labeled p��d.N4A'smq. 3) Water Redstance Tea. per FBC, TAS 202-94 8 Test rqxxics 1)AwhdUtmtwnTcst,pmFBC, TAS 202-94 8- Notim ofAccepta= We 144016.1I i=" to Mu9my Amesim., ice. ft their z 4) Large Uksik- 1nqmctTesr in FBC- TAS 301-04 �) U"m Slaw Air Pwme Test pu FUC, TAS 202-94 -9entqyGW9 (Clear and WNW) Intertme- cq**g an 07AWI 8. 4. Po*efwaUsunder wpwm applurst to be reviemdbyBuddinf afficid 5) C ytk Wind Piessrar Loadit6aper FBC. TAS 103-94 3) Water Reudance Testper FBC, TAS .202-9t 9- Not= of Accepta= 7-4o.16-1117.01 1s%jid to ku6m,► Amaim 1w- for their L,kBUXCGr.-EwAunit "bear a pemummilabel alibi the m&M& snadw of logo. city, &Uk and tems OW 6) Faird Entry 11%1, perFBC- TAS -M-94 4) Lm-ge Wustle InVad Test per FBC, TAS 201-94 m-, eqxrmg an 07*&19- 'TrwdeM Mtrad1ear� Clew� and Color PVB InterinT fanownvaunoit 310% wft mar*d-up drawmp and mftWm dopmof vinyl diding g3mr, Am pepared S) Cyclic Vtrmd Pnnwe Loading per FBC, TAS 203-94 W RMWALof thisNOA"becau%deredefteratenowd*Wlimnmsins beenidedwAthembobemno by fenedratim lestimg Lab, Inc., Test Rqmd No- FrL 8547- dated I W15z s4ned and 6) Fomed Enhy Tita- per FBC- TAS 201-94 Y. STATEWNT-S chaup = the xpVhm61ebu4&gco4ezeptmv1y aftetmg the bf this sealed by1dalv*-Ortega, P-,E- CrWseport-revised oq92(1546) ab* vdBlinn ked-W&awwgs and aft1lation djap= of inyl sfidmg gbm do" pmpazed 1. Statement ktw of confaaaace with FBC-52kEdiden (2014) and FBC-6%tdWm TE)MONA-HONofiba NOAvnU ormir aftT the expratim datearif dwe has been a rem orchmp = rise 4. Tev npm on 1) -AirInfikMian Tea, per "C.- TAS 202M by Fenestration Ttgt*g L*, Inc- Test Rqmt *.j* YTL 6337 (=pk% A-1 dvu A-5) dated (M-71 asued by ==iWwm dated 08I14,017, sad & sealed by Lyj3n)Mm F-E Inateneik, um 9LO Prodod arpr9cess- Wummof di& NOA *&,= elldwsemms of any pra&m 2) Unifama Stoic Air Pmnm TeA. per FBC- TAS 202-94 1 IWIG. signed and sm*d by 3mW A- Camo, P. E (Tabiahled under X0A.Xv, 11- 2 Statement Lotter of no fnimcial interest, dated 04qV17. issued by mand4ctuw- fWrd any o4ftpuq*smshzfl &uta=m*aRywn&ns*fi& WOA-Failureta, comply wi&any 3) War Raistam Teo- pa 1111C, TAS 202-94 4) LxV Mok InVaoTea pu FX TAS 201-04 ofer ev), 4: sued by Lynn Miller. P.E. 3- Letterof bb comphance. part of ft alum test repom wtion ofthis NQA *4 be case *r kagnadvaindremoW ofWG& ADVERTEF-MON-T., 13w X0Az=fwp=rWby the vmr& hfinm-17 d& Couily- Flands, and fa 1bWed bythe Sj CyclieVind Prey 1.ba&Tprr FBC-TAS 20.3-94 C. CALCULATIONS 4, RMTest RopoW No. 17-0397, dated OSM5117. soied by Ishaq Chinda. P-E. g%paA6ondaiezqt*di9$ayvdjs 1fimypatWnof1heX0Ais dispiqed, then it sball be rorced Emy Test, IwFBC- TAS 202-94 dow in its eathx-ty. along wdhmzW-W drawmp and instafigm durm ofvTm34 4idft Slass do" pmVared by Fenearaton Testing Ub IUC, Test RrPOCt No. FIL 95-6 dated 12M445, "wd and rapned W FGT, dated 12/09115kad last revisied an 021IS1111- sagged and se*d b5r Auoway-L NRkw, RE, (SabotbW sinsfer NOA ]VO. 15-122ADI L Notice ►afAcceptawe NtL 15-L'10.01- bawd to PGT W%ftw% for their gem CU shall be avalbble fa inVectim at *ejdb site at the requeg of1he 74==Par scud by 9ldakai6 Oltagx P. E. (rest v*ww t Axd an 0 1 Z446 and 0211 V1 44 2. Glazing complies wdb ASTME-1300-09- am C%4 Q TbisNOA raises &ream'.N-O.A*20-0429.05tad tmsisU mail evWawepagP-sF-1,F,;2-F-3-E4- 4-j N.�, lAaql Via, M. q la, .. u ishaq = The fiuUi#eddmmwxsa%iowedblsaqLdFX, yh nfrA Pat saps prof Uk C'euvel rail supft-thor NoA No. Yspiratiss Date; Aprill+-1026 cm MAI *-%I :i4i"-43 Apea 14,2024 MA ilia.-.11-4205.03 V"fift D&W. Apra 14.2026 NCIA Ne. 11-4201.43 Upirsdan Damn ApraI4,206 CL= ernAlwarafDaftl meta is,11 Arov%) Date: Nfarcl16, 1021 Appre-rn Maw Alarek Zf. 2021 Pago I CD C, J1GT1"Wtrie*whK- CGI Nftdows and Doors, bw NOTICEOT ACCEPT-SONCE:EVIDENCESVIVIrm NOTICE (IF ACCEPTANCE: EVIDY-XCE SUB`A1TT. NOTICE OF ACCEPT&NCY-1 "VENCE St73AEQnXD 2, Etidezce Submitted under previns sub E. MATMU CERTHWATIONS (coutbw) 3. New EVi&uct Submitted {tea Part Sam, §gacer AVA&A with ASTM C519 Hamel Conductivity MM-,Pass, A. DRAN1TfGS ASTM,D3935 0VVa"?asr*, MW E As DRAWINGS L DiawingNo, MD-MT.O.O.RerB, tkkd'Ymy) Sliding GhssBorn' NOA M. sbem 21901 G-DurAifity-No Fog -Pass, (Suftftd under proms XOA No. IS-040945) 1. Drawing No. MR-5-579.0 RrvB, fi&d -Vinyl Sliding CT1=Door-W0AaW, dweft I I tbmugh2l of'21,,prepzvd by=nFabdozer, dated 10491S ands revised on dwough2l of2l, prepaid bymandhduter,-dated1W5t15 and tat rEvised on02101al, 04P-220 styand scaled by A- Ly= M11d, PE 6, Qwnt& Pat D anobing wilh ASIM C51 9 7brund Conductivity 2.22 BTU-iw Axgen Pernv=ce-Fass. ASIM E s4� and sealed by A- LynaMMw, RE bt -fV-T AS71M F 1249 WVTRPaq5, ASIM D 1434 Note, Uis mvision cmsift sTlacemeat of e=ing nuftallation screw withfist kead- D. TESTS 2199 LG, Duribthty-No Fog, ASIM E -50 Dew Patat DevebpmW -2W in 48 b1s, 1. Test apmu ow --I) AirlunkratimTest, per MC, TAS 20244 (SaboiMW amferffia4 No. 15440P.05), 17. & TESTS 2)Uhi(bmaStatic Air he=w Test, LoadingperFW.TAS 202-94 Vision F-V%sift& Ltd- Pants compbing with PVC :LLAMA 303-13, Vokmixy-Spetification 1. None. 3) Water Resistanoe Test. per FBC, TAS 202-SA flu Rigid P*myl Modde (PVC) Fwa.w Prof iks lot Vine. Extntssoats. Ltd -VEX-1 by 4) IAW Missile Impact Test perFBC- TAS 201-94 AAMA fenn&A= Exta('Profile C� Ptqpm (Sahwitled nnder NO.4 N'a 15 1C. CALCULAIMS 5) Cyrhc Wind Pirsme Loadingper TBC. TAS 203-194 04 OR. 05) L None. alone wfth=ad6--d-V drawinp ad instaUatim diagram ofall. PGT bxhuUim Inc- t VisionB*rsiow, Ltd. FmUccmV1y* vrithPVC-AAMA 303-13 sepamMme =9&1is*dN!Ww wdu%led toq=*Da" 791 andD",sil "3 sal"M. Pgabso W& nader NOA Ma. 15-040. 05) D, QtTAMY--"W"NCT W"n5d bq FenestrAim Testing Labx*ory, Xw, Ted &W% No-- PVC-AAhU 303-13, Vol dry Specifik:affm for R44 Pbfylv�l Chlonde (PVC) EV=m A FenestWm Extenor ProffleU) 1. Mm"3adeDepI artmimt of Regulatory and Economic Remum (REK).PGT PW5520 PVC17med Window (std 6 in proposal), dated 0903/14 Proffles for Vow Emmons Ltd-VEX-1 by -AMA YT1,-20-U07J, PGT SGD780 Ahminm SWing Glass Door (unit 7 in VVo=0 YU-20- catifileation Program 2107.2. PGTCA740 Alan OutswiqCasement Window (unit I inpfopouP Fl-L-20-- 10- Notice of AcoWam No. W1217.14 issued to E=# Fenestratkw SoUbm USA, Inc- for L, CERTMCATIONS 210T,3, PGTPW7620A Alumism Fixed Window (unft 9 in pmposal) and FTL-20-2107-4. their --ran 300 & Nght *ode KW PVC Exterior ExtroWns Aw 1. Notim. of Acceptance No. 19-WM5.02 issued taKararay.Untrics. Inc, firtbeir > PGTPW7620A Ahmft=Yaed Window (unit 10 inpippyst) dated 07/13020, all signed Whi6mand Door s7, evpbftoni2l- "Trams Mtradexr, Cam, and Color FVB GbstIntrrhyers"- cqxnng an 07*S,124 CU ad sealed by Idalmis CUcgx PE IU Notim of Amq*am 'No. 1"1U.02 issued. to fnerjo Fe ion SoUim Lr-Nk bic: for 2. Notk* of -,kcceptante Na. 17-OBOLOZ issued in Kararay Aukvk-*,, Inc. tat tbek > 2 cL t1seir -viies "Offlilte FI& PVC Utnioft m, r Extrusfaus Wham, and Doers'. rang on "SeubryGU4 (Clear mad UTh*) Grim 19terlayeri"- aqixing on 07AM123 - CL C, CALCULATIONS 02t2L'23- 3, Notice ofAca*tawe No- 1&1106.10 issued to Vitsian Extnuma Lkmkd ft their `Brown- O I. Aneli" venfkatim calndaft= and �1 analysis, con*ymg With YBC 70k 12, Notice of Acceptance No- 29-0203.03 rued to Exop Fevestratiou SoMim USA, bt- ft Coated (Puba0d or Landuated) Whift Rigid PVC Eviodw Estrus for•Wilidows Edition (2024 dated 041 M10- ptepared by mm Outer, signed and sealed by their 'Brame A& fthtshade cap reamed White XW PVC Exterior Extrzions for and Doors!' eqidng 4m 09,36a+ U AuthonyLy=M1k:L P.F- Nftdom and Doort", evising ou 04460.5- 4 Notim of Acceptance No- W1 H4. I I asned to Vision Extrusions Imuted for f bm series 2- Glaaiztg t� with AST MELMM-AK-49.42 and -16. "VE 1000 Tan 202 and fight*r drades (No"VO) Rigid C egular PVC Extaier D. QVALnT ASSURANCE F. STATMAEN'TS Extra dow forWindowwand Doors"= aqiriog on 1Y"121. 2 N&rni-Dade DqmrMvW afRiegubtmy and Economic Rmwes ER 1. Statement letter of conffismancre to FBC " E&dez (2020), dated 04)-12120, n9rA by rn2m acturer, mgmed 2nd scaled by, AntbonyLymMilla P.E. F. S'LAXEMENTS < E. MATERIAL CERTIFICATIONS 2. Statemal Idtff Of DD &unciatkterest and. of indent, issuedby=nVf2duver, dated I Sftk-mM letter of confammm to FBC 70 Edidan (2020� dated 4?2 V21, issued by (D I- Notwe of Aca*tzwrNo. 1"30.02 nmwd toKurarar -Anwrica, lur. fardwif 04/1M, szV" and waled byAnthanyLyan Milim, P-E. - s*W and sealed by Antbody Lynn MAff. RE (1) "Trosdo) ItWadear, Ckar, and Color PVB Glass Interlayerf', eq=mg on 3. Pmmte LabeMg Agreement docuumt between PGT- dated 03MI5 and $Wed by all 2- Ptivae Labz* Agrenneat dated 03VV1 between PGT bsUmft*s- 1w. and CGI M 07=124. imwteed Parties. Wmilaws and Dooms Inc- signed by D= M. Rwdr, PY, VP. E#Skeefing, on bdaff of U M 1. Nobce ofAccqptmxe No. 17-a81 &02 Lswed toKuraray Amwtira, Inc. forftir bothcompanics. < "5@nftTG1a4, (Cbar and White) Qm htejbyeff CqX- m-- on 07/0V23- G. OTHERS I Wolke, of Acceptance No- 18-1106,1D to Vision EWusiom Linited, for di6r IL 'This NOA nnimiNOA-AI7-e4liLMRVTW&-Gl)acid tq)datestofBC,20206*]EdWm). G. OTHM —0 -13rowu Coated. (Painted or. min Laated) Whift Exterlor Mod PVC Extrusions evifing: G40-11-71. I- This NOA nsvism & renews NO.A# 204429.05 alLAwlCM evidia 0444126 for UIndaws and Doors". expkiq m 095W4. 2- RER- Test PFOPSAU *19155 dated 01110/270 approved Uy Is L C%md% P-E, eViribg 2. The mutut associated RA CGI file #21-010.01. cq*Jqg 041 14P26 O L- co 4. Notice of Acmptance No. M11m06.11 swed IoVisim Extiusions Lim6ed, for tbm 04f 1402 1. LU se, ION Tan 202 and i0ter shades Rigid Celhdar PVC Exterior Fxwnions forM%do;ws "d Doort*, eapnng on 12n-%21 W-7 t. < Ubig 1, CIMA&. PTL. lik" I QA*44 P.E, Z lxbwql Cksmu,21.1 Pmdad CmftA VvA gwwrmv P**M Cquar6l Usk 9"*rris* z P*06of conlrel TWt superriz" mm Y.& :1-028sq-63 NOA Na U-1105.03 r40A No. U41-04.103 Y.Viration Date-, AprU14,102d Expirodox Dam AVAI 14, 1816 Expi"fien Datt.- Apra 14,.-Olf AlprovA Date: ]shire ik'11,2101n Appro-rA Dsltes t►"rts 214.201.1 A 14 SHEET NO. May 27, 2022 I _ I PA 1.3 0 M .f.. i ..1,r,n,I P I ,I"�III��1M11A�'7 M A PRODUCMIAMI-DADS COUNTY T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Su=4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www.miamidade ¢ov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.n. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4"1 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by HeelmyA. Makar, P.E., M.S. %f Mf o Cou ITr r"1 e/l�. %�i �' NOA No. 20-0630.15 ry Expiration Date: 09/1 W023 oS 1O }�� e Approval Date: 0i1/20/2020 / / Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition~ issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. LT46I2, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. 1• &lz ` my A. Makar, P.E, M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-%05.04 A. DRAWINGS L Drawing No. FD461Z titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28.2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on,Jlezural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E 529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, AE. C. CALCULATIONS 1. Calculations far Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations far Cast -Crete Lintels, dated 05129103 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 411, 6" &c 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. P net Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-t Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS J. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111/20, signed & sealed by Craig Parrino, P.E. "4�,/ � vtz _,z_ Cl Hetmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08J20/2020 E-5 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114, revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1 None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Adiami Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None F. OTHER F. OTHER 1. Letter from Cast -Crete USIA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1 _ None. B. TESTS 1. None. B, TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AM. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER L None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. / elmy A. Makar, P.E., M.S. ../.'/Fareimy A. Makar, P.E., M.S. Procruct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 L Cn> o (D v -0=3 ai 12 C o 0 C . Cn Ca V -0 � a— to CD CU 0 = O CU LL O .D Cn OD " CU O L CU �O C�L z z W J C4 N ems► cr+ C%4 0 1-- of -a > W ti `FZ C* ca V N m H x �"a ,v cm r coN Z .Q 4i O IO N � C7 OU _+ Q 0.� 3 10 o y Of u 0 of i m c o w Qa c � o 0 Q� i W CU 0 CL Q U 0 May 27, 2022 SHEET N0. PA 1.4 I I I-m-Wl"rlaxr■Inma[71,11 PlIF "117 "Ill1 I,•t 111, '1 I I I I I I I - - - - - - - V I 11 "I'll!"111 R11 1 11"IT111 11,, I — I I I 11plol �� I u 1 L EGG1III Q$QQ1��AL LtA'I'SON R'EPDXXAU 2(4aZMU Z PR D t T tv e.1.1 I — RF,POR'1' A7O. 30.9TS7t.Ot 3 mc. TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST REPORTS: B. MATERIAL CHARACTERISTICS AND. SPECIFICATIONS: WAT.T'F(R A. TiLLIT 1R., r�. tiinat>l n Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on t-"_1 YL P3!. LIfNIM.. \a ♦i I� 201, 203 as per section 1626 of the Florida Building Code. Uniform static leads t"' 9 sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL CA 1il-M, MW19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 f Testing, inc., Reports # 96-689 dated 08/09/1996, #96-570 dated 0911811996. 26, of Product Evaluation Document (P,E,D.)• drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7.-LIMITATIONS AND CONDITIONS OF USE,• REPORT NO.: 20.0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with general Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Was # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. 0.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tlltet o, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and 4600 S.W, 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., wood frame Structures, Davie, Florids33314 dated 11/03/08 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P.E. 1. PURPOSE OF EY LUATIQN; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Rarge Report Issued by Walter A. Tllllt, Jr., P.E.P,E. (System missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiileeo, Inc. (Florida CA-0006719), ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-e, Method 1 D of the Florida Department of Business and 4-WIND LOADS RESISTANCE: �A„111NNIu)NN r►�` A. 71�r .,, t Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length be indicated 8, 10, 14, 15, a \"i�. -�' yet ' Eh�'% This product is being issued an Evaluation Report as described herein, and has pressures. panel shall as on sheets '16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - .. 44167 .: r_� s been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Carta, and to verify that the rig fy product is for the purpose Intended ZO-178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, _ ,._-.-_ __ : dr D _ � �1--� STATE OF at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (RE.D.), - ' drawing Na 20.176 O OA1D - '7Fr This Product Evaluation Report shall be subject to review and revision in case of Y! OQ Al uN6 a Building Code change that may affect Its limitations and conditions 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document D;l T L ECO ADMON RECORDS Y P. E. REPORT.291 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 21 PRODUCTEVALUATION-t�OC�161 (P.ED•1: (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GPLYAwZED STEEL STORM PANELIDRWG k2O4791REPORTd20_Qr&O1 Drawing No. 20-176, toted A20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on Sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part ��Is ,%HNoI1Nq) Evaluation Report. pl, -tq A. r � hh `�ZE....: ..l( -- 40 `�P' S� �;GENSF'•', LiCENs"*.41$,t -- - ;' N0.44167 I r T. -- �— = 161 %:.A_ 71''�* * * f12�'. f f - Or''' '70P,IDl _ STATE OF +yt2.c . F10R10 : ---�i ,..�Gt 6355 N.W. 36th Street, Suite 305, Miami, Flarida 3316fi Phu2ie: 871J530 ��9>GS/�61ft)ll �\i991 �yNO cl�TS;ONApill + N�"�`a - (34S) A NrNH,HM" 1 L. I ECO INC. TILLIT TESTING S ENGINEERING COMPANY - - __ --- -- -- -. - -_.- -- WAMBILA.TILLTL; M,rE PRODUCT EVALUATION REPORT REPORT NO.: 20.0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtgcUon Products. LLC 48M S.W. 51 Street Davie, Florida 33314 tilt IX31 WIXOM M. Pr MIN. 44167 HLI:.ALi[ Y.. 3, M?I9 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 10 of the Florida Department of Business and Profeselonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been veritled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at Jeast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code changs that may affect its limitations and conditions Drawing No. 20-173, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte,�tAy►+It1 tN 760tDis Evaluation Report. -` �.�y PPC�A:N.+/T''k, E S * . ,-167 7,''�*t,% * * r 'a,*:. STATE OF :wq �. ©,, . F1 ORID1' -1'* a 6355 N.W. 36th Street, Suite 305, MlaruL Florida 33166 - Phone: (305) 871 �y tq 8� -1531 TPRODUC'f Ll'yAr.:ATION REPDRIP lNn. 204727.m 2 21- TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-M standard as per section i69.1.2 of the Florida Building Code. Uhtform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-69, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattam, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report Na. 1123.01-10, dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, RE, as per ASTM E 8 and Tensile Test as per OC Metallurgical Report No. 1 OKMA 3118, dated December 1, 2010 signed and sealed by Jerry Jac'Lofano, P.E. as per ASTM E-8. 2.3, STRUCTURAL ENGINEERING C"ULATKINS' On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calculations prepared by Tiltsoe, Inc., dated 12/i8110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MI$5ILE IMPACT RESISTANCE Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 4. WIND LOADS RESISTANCEt 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I I, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gaga Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �µ1111111 1y' A: T1, V�CENS,, -% -� _ 67 s / Z7 - � * 37k's / �:• TA E 0 �C sT' PRODUCT XV T, CATION rt_c7EPnnTNOL N4= 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. ILMATIERMIL CAA ,TEERWICS AND SPECIFICATIONS, Shall be strictly in accordance with General Notes and Components indicated on sheet t and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tiiteco, Inc. and signed and sealed by Waiter A. T111R, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TAlli, Jr., P.E. (Florida License No. 44167), President of Tlfteoo, Inc. (Florida CA-0006719). WATILL Dtl TILTfZCO ADMON RECORDS 4P, E. REPORT.211 GALVAM2ED STEEL 87ORIA PAW EL i DRWG 920-1751 CD CD Cn -0 N j O a) U = _0 L N Q C 0 O c .& cis-0a- 0 � W aj C := CU CQ -= Fn C C 5.0 -2 a) - C _ LL I,- > .N 1 0 C- � CU -0 .= � U) !� Q 0! 4 Z Z W .J - - /P..��1��pp���� �AYNF,A�Tf��-• COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS 1/4, 2/4. 3/a, a/�, 5/s, 7/s, ate: B 3) I CASE THAT PRECAST STONE, OR PRECAST CONCRETE PWIS• SRKCO OR WOOD BOARDS BE POUND OY THE SIR SMKJWAMUMJIIELJMNA-&ASO EXISTING WALL ANCHORS SMALL 9E LONG ENOUGH TO REACH THE YNN STRUCTURE BEHIND SUCH PANELS. ( SCALE T/2-17 / / / 6/S iW 10, 2W/10, 3W t0, 4W 10. 1.. STORY PANEL SHOWN ON THIS PRODUCT NLLIMN oOGUYOR (PEA. MA5 BEEN VERIFIED FOR COMPUANKA: M ANCHORAGE SAW. 6E AS MENTIONED IN 9.1) AND IN B2). -------- -- -.- --. - 15.19e` (TOTAL WIDTH)-- -.._— -- ._._.__ .._ ---------- -is (rOrAL WIDTH)- -------� '�, SW/1O. eW/11 7W/11 ----- AOCOIRANCE WTrI, t1E 7020 (7M EDRION) OF THE FLORIDA WILDING DOE (C) TO EXN,mNNr, r10D RYHI. S, AS MANUFACTURED 12.500' (F7:ECTNE wDTN)___ __. _____ 3' MAX __ 0 t 3• WX 01 W y, - o.SB Y,L c� - -6 1 N -._' ---_ -. _e.i50"_.-_ .-.- :-1• YIN. : 5 f'gt NIrOO SEE SECIIOf1S DIN SHEETS 10 k 11 8_.. 1^ YN. �y DESIGN MO WADS PMIL BE OETERWNED AS PER SECTDN IS" OF THE ABOVE MENTIONED CODE. - 014- TAPAME IATE F ES. AS AND BY IT W ANCHOR. INC I _-,.-_.- ._._ �____.—�. MR A WIND SPEED AS RODURAA BY THE A OCTION WHOW THESE SHUITFAS WILL BE INSTALLED AND - ju-TO PANELAIIE FOWLS D AND PAPCINATE PLUS ANLlR015. As MANUFACTUPED Ely ELCO CONSTRUCTION PRODUCTS - / MR A DOtMKIMM;LALTOR Kd-OAS. USK ASC'E 7-16 AND SMALL NOT EXCEED THE MWORILW (A-L0) - 1/4•. LAG SCREWS PER if . ---1.3r 1.]•SO•--I 1.3iS0• - :N-"•+DO' +- i ' .' .sw* �-�-T _r JEsxO, PRESSURE RATINGS INDICATED ON SHEETS 7 11NRL1 17, ls, 15. 16, TO t 20. / /e' WpOp BUSHIa. AS DISiRBUTEo BY ALL POUT SCREW. BOLT k SPECIALTY CO. _+ - i'' F ^ .0311* DOCK A .. p 7 SIILL 9E FIRST REDUCED N AS.D otsTGN WIND LOADS IJ1' MLAi1PLYIK, N1EM BY 0.8 N ORDER TO AID PANNE HREA FEMALE ID / 1.300• O.as' YIN. 11.OK IAiMEQ.r ` �, Ai * --- /F_ 1 2" OMOC so INFARIN "` • �• t I O I T , O T e *--r- • -- _ N OM TO VVWY THE ABOVE CONDITION. ULTIMATE DESIGN AWD LOOS DETERMIED PER ABU 7-16 ARM A-6IS ! D.M.. 2 3 4 +® (' --T-- 7_T._`�-r--r'- r T-- T ,t---r-r-r-,---T--r -T-- - I -T -i . C Ij WWWAY MADE R PEJNEIWA7ION INTO W000 OF TMCON ANCHORS SILL BE 1 5/Y AND 2' TOR ELCO PANELW7E PLUS /,+ ' O ®' O ! . / i.QS7' / c-aD OALv. . N LLI COMPARE THESE W/ MAR. (AS.D) DESK2N PRESSURE M7M1G5 INDICATED ON 5,E3-t5 7 AMty 17. 16, 1s, fa 19 k To. 1 RAuaNa® STEEL IDLE I I EDGE 4 3 4 + 6 PEMET C 2 YRNENN 11/RFIWO STUCCO SMALL OF LAG SCREW. INTO THE T WOOD fAIVAE UNIT SILL BE 1 112 NO INRWEO 2 _ _ _ _ _ E _ _ - _ . _ _ _ _ _ - 4•� L _ _ _ .. - ,KEG_ ._ _ _ _ ' �E ). ` I I I _ / f n'P � 2.wD I 7 r �. _ S ORDER R AERAY ADS ANCHORS ON IN HOR AS TESTED WERE 113 OVER STRESSED. A S INCREASE N DETERMINED INALLOWABLE PENETRATKN INTO STUCCO SIINL BE CONSIDERED A4 PART OD THE REQUIRED 1HREADED PFHEi1NTO0N. - CMG- 0 ALV.MINIMUM aRK O['TK d. I v C C t.7 OV STWE55 FOR T19/0 LOADS WAS f�L USED IN THEs ANMLYSIS, FASTENERS SPACING TO WOOD 1/15 BEEN DETERMINED IN 4-W OAV. f �. _.. IOC YJ Q ACCORDANCE WITH NA.S. 2015. C.3) MNNIW EDGE DISTANCE Or LAG SCREWS. IRM WOOD SMALL BE AS 110"IED IN THIS DRAWING ` 1$rK A Cyr , iI Cr1 THE AWSTORM K MD(roONED CODE AS PERK VOUNEEMK MO WIND MISIAAICE a 7EESSfNMO REPORT -5112, W57ACCORDANCE WITH 0 & 95 TCTION T3360 � O.4) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE s/6•. 1/4• 0-20 SCREWS USED sHALI BF 1 1/Y LOND MINN UY 1,3'yp• f 1. ' I I -^N �. -, -- / J � - m !C FEMESTRVDN NESTING LAB NC., REPORTS /2032 k #2126 . AS PROTOCOLS TAS-261. TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1• M04MW 'DR WALLS RRNYI No sTUCCo __.. - --O.2s0' / T.330^ _ __ Il _ - - - - - - a � = My Q AS IAS 2•0303 AS AMERICAN STANDARDS.PEST LAB O SaIIN ROAD REPORT 00219.01 -a91 AS PER TAS jDl, TAS 202 AND CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE POLIO ON THE COSTING O S,TORM PANEL A!•J� END STORY PANEL "Y' - - r- I I _ .. I,._ _7_ ._ 'y N _J_� WALL ANCHORS LSMALLBE BE D(TI ENOUGH .1 REACH THE MAN 4TRUCTLIRE 80aN0 SUCH PANELS T ]P /87 h,t JII -M C- cc 1 ALL KUM,NAIA EXTRUSIONS TO lE 806}n ALLOY NO TEMPER. (IIIAESS OTHERWISE NOTED)- SEC SHEET 2 ANCHORAGE SMALL BE As YENr10N/E0 I C.,), CZ) t Ca) - _ ` ..- �Y• _ _. _ _ _ _ _ _ _�B_'' _� _ _ _ _ _ Q N Y ] ALL ALUAMNW SNEEt YErAL Usm AT CLASUR£S sHN1 HAVE 71as-H14 ALOO'. LHRaIG+ 6) [xcErr THAT HFAOERS@r® sHML Par eE usEv ' , • .�w• 2.Nr/•- - _ -E-i"s aE • i.7so - (u ETs CiIOtAs : , -, W7M<iNLm o Fw oV[RIAP 3 - OD AL STFEL, STE1 AE7AL PANELS SMALL HAVE (A TER R LLO).N StE0. A$M M633 GRADE 50 YNNIYW. GSO _ .100` _ ! 700•.- / 10 ANNRIE e , { BOLTED PANE15 W //N-20.1• N E = C (0) ANCHORS SHMU lE INSTALLED FOLLOWING ALL CF THE IEOOMWEND MXIS AMD S ECIFICATDNS O' THE ANC OR'S MANUFACTURER. i / 8 PANELS 6) CALSOICE T INT HEAD HORIZONTALLT FOLLOWING B NSUUJIIIOH OOAIS SHOWN ON SE'CRDAN S THROUGH t0 (SHEETS . .tEO• I Suit ]Of 8UI5 S j AVWLS !AD LAP t R 125' 1 t1,-20, i 4b-2a 12s' j ON.YAWRm STEFI OESIGI710N W/1Y- 56.5 Im lAf7ER ROLLID). / ATTACHED TD WSt1TE PROPER ANCHORAGE 11Ps SMURER 511N.L ONLY A1IALSED t0 ('OnCJIEIE BIOCK OR WORD FRIAIE / 3.] . roU NLYEIFD sS 6T110 RNEIEp J y5,5. M.S. BOLT W/ 7 s/32 ,+ - Q w/ MEANrta cnct i �}+ S. ALL SCAM TO BE STAINLESS STEEL 3M OR JIG AS $DUE$ OR CORROSION RESSTANIT COATED CARBON STEEL AS PER 9 T SHALL BE THE RESPONSIBILITY OF THE CONTRACT" 10 %VhFY THE SOUNDNESS OF THE SYPuCnM WHERE Sum IS ID BE � � �'� � 30.Oe• I 093• I , r D.C. 12 1/J' oc. A'� )i (SEE SECTIONS AS APPLICABLE) ': =•3 `DIN 50016W/ S0 N• YIELD 1TRffNGTN Alta 90 AM tENSILE STRENGTH k STNALL COMPLY W ROXM aIILONW CODE ' _EE I I � -1 iI I i ' I ESECTION YaI,.7.74. BUILDINGS I or 003 22.1p.0OD• 1.50D•--i r.SOG' - ' j._...j. 1_.1___ r;�Il�_L.1_l --1_� NO Lp W �% 6. BOLTS TO IE ASTM A-307 GALVANIZED STEEL OR AS 304 WKS STAINLESS STEEL WTiH M HO MINIMUM YIELD `: -9w H E13 OX SHOES A I t 12 LENGTHS OVE S,INL HARE A i2'-4 APD REAOKY TIOVISNSE 11AA9 I10IAND AL OWNER OR 8.2sa' ` 2.125' )I•e39' .976" >8 - /.-s' yo.... _._.. __..__._ _.. .___ O.�T ANCHORS TO WALL SMALL BE AS I`O LCWS- TDWITTO SECURE PANELS WITH APPLICABLE RiKfORCQiNT DURING PERIODS OF "URWANE WARNING _ 376- • OC7K ,. 1 „_. 125• L2�.i 1.1u 1 � DI= �C1=STRENGN I0. rLG1 REGULAR STORY PAJEL WR11 LENTi1/5 04FA e'-B THROUGH 17'-a'. AS PER 5ECi1O5 6, 0. S A TO AID KifRI1NE5 BW, _ R p, ], .. ._ ' t-__Ir _... ' . I i 7 (A) - If THE INSTALLATION CONTRKIUW IS 10 sEAL/CAUA ALL SA1TiiK COMPONENT EDGES WINCH ROMAN IN CONTINUOUS CONTACT WITH, L_.._11, � T/4•I TAPCON ANCHORS AS MARUFXTURED BY ttlft MUD, INC. (WTI r.-3192 P-+•.) THE BUILDING TO PREVENT "O/RAN INTRUSION. ISOMETRIC VIEW DETAIL A �z000'._. -- I OD - 1/4' I . 7/6' CIUL-N ANCHORS, A5 MANWFACNRED BY DERLM.T K- (URN, rc-3000 p..I.) (� --2.00D._� 1/a i , 3/N' soup-SEtAN AORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT t SPECIALTY W, 12 STORM PANEL WALLATIONN SMALL COMPLY WITH SPECS INDICATED N THIS ORAWIG PLUS ANY WING Alto ZONING IEGURATIONS ROUNDED CORNER W ENDS OF PANEL'S n R D.M..®.��..�I�.+/f��O,, - -- --- -- - - - O -- -- -; n --. .. --- O --- - e -- -T -- d ci (WTI ro-3000 P...L) PNgV10E6 BY THE JLIRISNC11on WHERE PERMIT Is APPLIED N4 ETND LAP W/ HEMMED EDGEF L z) "h" NiADER t� "Uw HEADER 0 � ® ANQ E WITH STUD ® O+^ `/' /�, v-r - - _... __. 1 ...._ _ L - r14-10 PAPILLATE FEMAE D A PARMMATE PLUS ANCHORS. AS UWUFACnM BY ELCO COMSTRUCMN PRODUCTS T]. (A) iW3 P1TOaK.T EYA,.WT10N DOCUMENT (PLED.) PREPARED 8r THIS ENaNEER Fa U.i1EAC AND DOES NOT PROVIDE Wf01WIfION (N.T.S) v REVERSE STUD �a,! @ s• wx _ r MAX (URN. rc-3]so Pa,7 FOR A SITE SPCiX PROECT; IIT *MERE ilE SITE CONITIONS OLYMTE FROM THE PLEA v-,. ,NfY 1/4. 2/4. 3/4, 4/4, S/S. 7/S. '--,• MWN -+ - I90c O TM -GRIP ANGaRS. AS MANUFACTUED Br TRU-FAST CORPORATION (1' -3600 I-..i.) r ... - —1 WOMES 1W/10, 2W/10, 3W/10. 4W/10, A7) MaARN1 EMBEOMFM OF TAPCON ANCHORS *ITO POURED CONCRETE SMALL BE I 3/4': 2' FOR PANELWTE FEMME t67 G' IS BE RESPONSIBLE face THE SELECTION. D MATE ME AND 1NSNDITIO S ETAKED UfE SAFETY E T1N5 PRODUCT 1 � /1 SIX ��2/14 ]74 4I., 6/S D AM PA KTE PLUS AND 1 1/4' FOR CF TAP -GRIP ANCHORS DATED ON THIS Pt.D. FRONDED HE/SHE DOES NOT ON,ATE TROY THE CONDITIONS OETAILID ON 11K5 DDcuMEni f--J I.]14` TOP EDGE `^ D66• "S74• AM' -1.7w - Silt/10. eW/i t A 7W/11 CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 . - .. _ - L.SpD• DF PAG -TM+ 't 1p6� . - .310• , _ _ —I L_ _ �. � ,/.* -20. X. YItlE3 �- _. ___._ _-__--- ANLTgRS: fODR CONCIIE SEE SCHEDULE d1 sNEELS B i 9.___ . - .-- _-_. _ L - - r - r , r- ) '.12s '}3S DUD RMTm 160. _ - _ FOR WON SEE SECTIONS ON SHEETS 10 t 11 A2) CALK -IN t SOLID -SET ANCHORS SHALL AL EMBEDDED 71W INTO THE POURED CONCRETE ND PIKO ENI ITC W INS PRODUCT EVALUATOR DOCUMENT WLL K CONSIDERED VWAW V MOMIED I 1.407'1.OLS' .J7S• iW.1 - 040• 1 STUCCO SHALL BE PERMITTED. 4/4• I-20 SCREWS USED SMALL BE 1 1/2' LOG MINIMUM SINGED STUCCO EXIST. on.I F_ - -I ._! 4. - ND I" ASAWCA FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ALL TREADED SCREWS W/O NEAP. III) Sidi SPECIFIC PROJECTS SOUL BE PREPARED BY A FLORIDA REGISTERED ENGOOM OR ARCHITECT WWCH WILL BECOME 11E f _` 1 071 1.671- \ BUT WITH WING NUTS. ENGINEER Or RECORD (E.O.R.) FOR THE PROJECT AD WHO WILL SE RESPONSIBLE FOI THE I-._�- -- JBO iDOr 1.343• O,- 1ADD• PROPER LM OF THE POD. ENGINEER ON RECORD, ACTING AS A DFLET O ENGINEER TO THE Ili ,la[ FOR T - 1 :09Y . 1.016' ,--_�91f0 A.3) IN CASE THAT PRECAST STONE. PRECAM CONCRETE PANELS. PAVM STUCI:O OR WOW BOARS BE FOUND ON TN( P.E.D. ENGNEEP, SILL SUeWt TO THIS LAMR TIE SIR SPECIFIC M WINL•S FOR RENEW'. I.00I1110N A 0 . , I I__. i._. ' ' ' , j.IM. L__.. u/ i ., - _ . , 1 � REGULAR STORM PANELS I A Q ELEYATION OWING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH Dim PANEL. NNDWA► - _ N.T.S. PANELS AW40WM SMALL BE AS MENTIONED IN AI) AND N A.2)- (0) THIS P.E.O. SHALL SEW THE DATE MO OWM44L SEA. AND SIGNATUE OF THE PROFESSIONAL ( A. �' ' 2.DW'--- -•' �• ENGR,tfJt L1F RCCORO TINT PIEPARED Ii. .�ti-'1T'.) 7.000- ® KEY HALE WASHER 1p• Mb". OM (a) m LIV 0IG PDONQQWANE BnnOc W FAC C-90- 14. SHUTTER MANUFACTURER'S LABEL SHILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY . W W 1/4• I TAPOGN ANCHORS AS MANUFACTLpiED BY I T w BULDEX. INC. PANEL SHUEIER IN ACCORDANCE WITH SECTION 1709.9-3 Or FLORID BUILDING CODE, ONE LABEL » (". (�)" F TRACK ANGLE ® �s4 F" TRACK ® FLAT PLATED - 1/4• . , 71C CALC-M VCHM. AS MAWMAICTUREO BY DEVA.T RAC- (MIN, t' -1500 P...•) 94OU BE PLACED FOR VIM OPT]'RNG. LASELAa TO COMPLY WRH SECTION 17OSS 2 O THE O'On- (*.,) . --OW O NN WITH STUD (IN. ONE LM'26 WHOLE NNLM - 1/4•I X 3/4• SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL Pont SCREW, BOLT t SPECILTY CO. FLOT00A BUILDING CODE. GALVANIZED SIM - yw-�_ (MIN, /'C-TBw I..J.) - - ----( A• T - r14-la PAHEIAIATE FEMALE IV AND MNELMATE PLUS ANCORS, AS MANUFACTURED BY ELCO CONSTRUCTION THIS DIMING SHILL ONLY BE USED TO M- Ir Low rl", �l(� , PRODUCTS (URN. rc-2o71 I ANLYMHHw OBTAIN PERMITS IN T1$ STATE a FL,OPoOA ,.os3GEN °Z,/4• ACF TAP-GRP AN WM. AS MANUFACTURED BY TRU-FAST CORPORAtKN �trS-.I( .37SY 1 .873•W 1/4•9.T MNTNMUM EMNBEOMErT a rAPCON AAC ELto PNIELMAIEs AND CF PAP- RP aATO rHE �''.........'!/l I._.__j --LL�-_-� . 44167 MAX. cw ,`E,(�P:....,, �,.FLORIDA BUILDING CODE M h V.bei NMrTkam Zom .37s' /{7eLDtK UNrt SHALL BE , I/.•: HORS. G AHDHwI, V, , nWm. We AA ) r - * ' * FLLMIOA BUILDING CODE h veloci Nurr(conl Zone EN .-� FLORIDA BUNDINO CODE h Veloa NYITIGOne Zom • 20 GAGE GALVANIZED STEEL SIdM PANEL - ' --"---"--- , eoTtoM >� • I aWN K I 06r_ ,4 NICM O PANEL LATE Waal rt=a. wc. FP am TLnm INC. FA 0.2) GAUD -I k SOUO-SET A1CJgR5 sNMVl BE EMBEDDED 7 9- INTO THE CONCRETE &0C1( Ua. HO EMB®Mp{r I 4 1 B7 - - , w,(„G ,Mn -",•: �NJ 20 GAGE GALVANIZED STEEL Sr0101 PANEL YO OAS GAIVAIDIED STEEL STORM PANEL / 3 STvc S I SO• 125� ...iB7s' 6RWK wU` I.0 '. OVA N IN! E STUCCO Will ✓# PERIAMED WALLS WITH O S SCREWS tI�D SMALL BE , 1 Y LONG MIN1MW 9NW' CO � a/aAflaa. _ � � i O'•., �': � - __ STA IL�E C O EAf �• AT PANEL S 0 I L E C O EaD. 1LTs.SECTIONATE ,,, IL E C O n6f. yi, OF .4RSW„SCOT / _ ttlOgAL PROTEC110N PIlODl1C13F LLC. L PRGTEC.TION PRODIJCfSf LIC. am n s, Alto I' MINCAX4 FOR WALLS WTH NO sTuccO / GQ •� L/ PROTECTION HROOUCTS. LLC. mT 2.000'- __ ® KEY HOLE .c� 0 _ * . * iE w/IIiMMII OIIIOR ] D OOk�'a"N N,aNC (.l,les-»Na PAR (I%jIIF-eIIITM r 20-176 N4'''•. Aw an R..r WMr.00 n ANN ROKe , ss * . u >.. L W-OCpfli. NNrw IMC IL JAI• 20 Nrw K. • • W NIBUTATAQY, tat DID NUT W/OUT � Nepp RW. b1 WRFIT O DRL 4eDI L 16 eTIEET 20-176 F ,,,-.YWN P••.•M, L.NH ,H_ 2 X7 Xt/l a. IRAE, /l D731. [ [� t RIME. ti mta Ay/ON 'E TUR/wR wm A T0. R Y.; PE _ r aw I a n • 7/r 3/3r S AM (sa�IRE95` l !AL/WWtlIXC/MTE 4L I WIIII r WL W NN V LI N GA-/MA,I .M • i � "W "Move II: R. a wM Nrva,L aw Hof: L15.Mw-M14 rA. MI)MeM-DIF RW4)BI-T9a. M ON.471s-an IIO1OWTM w•Ba1 W/ AWIONM Nm-NW , ti , 0NW .r,-HN F Nw • UNR FN-+". ,r.O1R A-m, bTM OR NICKEL RATED STm7. wN1U A t � 7£ - -. , V b I A T.YT J1., y ' 1 r I - ww 7 a)b INTO EXISTING INSTALLATION DETAILS POURED FOR REGULAR PANELS CONCRETE OR CONCRETE & BLOCK ST UCTURES COPKAM AKJ10e6 CDNCFCM AmmoNA T affis 6 TIaam e) CONC EM ANans spent *Will a 1,.Wwo" 9) --[.0= CONVICTS Afoo6 WMi[[TS a TNITOLNaNa" e)_ , �/4�'�J a�iETs a�iNCLIOHa 9) y„ I -i=-c- ` coffcmm.. •: F1._�1 -. ..� .� - ^ -. ,lN .• ai Gus , ,/2' 'T'• MM+.,_Ijla_- ,,r� T' MHJ--',�r't"N , ,/4. \•.� �__ ,\ EEL. `' 1 2 1 1 1 w ,, E.D. , '- ' 2 I Ed ` a INOIUAIFb. 1 t 2 C_ t i P3.N wrrnE°E R�OXREOI - i -a ya i (�� l -. 1 Y i \`l\ J, -``.I" t . • \ -lam 1 'W/ nth . ,.I ... ...,�� • 9 ' ..t1 0. ow. R 1 I I DAM SAD • 1 I at ,a I/r at yyA �M atit"Y 'l I"" W RA _^^'��J 1 v R IOn�At 1 j ® 1 % WOT s ._(1 I E'� a Walla Mx w wFR O IA.H i.. -. - • � V.-- -- __..:. 1.. _ ,y my- J 1�0 w�"•`I i WAw I I E� $ Oi 1 1 W R 1 .. 1 1 - L _ _.. 1 ' I t 1 i 1 ! ©I 1 1 1 1 I 1 1 I \ y��N' -t ■ a�fwyJa- I 'Ir at NroNELR TEPCUArp. E.D. ; ; & 1 la t/7' at :� I12 EXdT9ND POLk1F,O ED 1 C.A. T r COSTMO POLkv ED : 1 ,II Vr aG I r col±rAE1E TNOCN 1 1 • 1A9f Sao • .CONCRETE 1 i 1 ) coNDREtE at CDrDRETE GOOK CONCRETE ON -------1 -- _. KNxx ` REODUFD �F ,.1' Ia ,Jr nt r - _ 'TlNRA. REQUIRED, %% 0je Li_ i. _ _.-__1 CIRIM6 POURED, CONCRETE L��I' :"• yy,. _rld ' CONCRETE ANCHORS r - I'� Oar ONCRIM , -E.O.--- COWA7E ANa,OMi "O CONNaITE Aoaa \ � -ffP,a LINO C' STAOaDNEp$00I/ 511q da. a OUI"IMI MA a 1lwaol 01 :v; 1 C9H 9CNEDLAF ON - �• C.a own a TMIWaN 6) (m S 140M O. � o.L Sarm 6 Too" 10 W�fET4 a iNwDKof e) WAIJ_J'SECTION I SCALE 3/b-1- MOUNTING SCALE 3/B-,• I�iddi�tgm ll4 SCRE 3/s'-1 [>7jt�t (� SCALE 3/6-1" ----C - --- I- -i - ---- 1 4 E.D. Et=2f)d1WK faYIA,ICE ." m om. -t1 11 i y. I NSCTT_ -i; • �( 1 NOTt FOR [YWaWATIW Pr I, Itr at• ),, 1 NN Yp W TOP Nit SOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT Atli' 1 I A G'• .IFI� INSTALLATION, ... . r Cf N ��" 1.. .��::\ �a * ' { OO$I1NIO'_13/A-`._.`. g , FLORIDA IRI LDING CODE iB h Velocity NurriaDno Zone) REDuKCD ---E :� T Ee #? • µ A0070 R16C. WC. 20 RAGE GALVANM STEEL Sim PANEL aNfr W. wN°N n * - �gs wmo CMUNG AND460I GRID _1 �L ECO EE6e.GLOBAL PROTCTION PRODu015. UDC. RIX S.W. bT S"W SECTION 2A S/ NAl E :O lf% *•`'a Alex 0")w n a AIR (W)oof m 20-176 w 1Wq"b+-.� V_A E 3/8-1- . G-0WD1s A• ZrN�.r .Nw .N. cRIIY NK ,WLIEA w IeLR W.. Pi am. s X. NELMMS IGALE 10.CdNGIE1E ALDLLp LL uI ON C, IAP•ONF N 9HT• ! e) •" W' gem a T1.ouoT•i-w<H I r"n• Em m POUED 1 I 4 i ---- iY� ��NEZA ROO D I \ 1 � EI .' 4 t m NII.I i`�I/IPS ,. t a I _.. ,,\.\ \•+\ �\ i �$j oastea RDURIP_ ! j Yn `_"0 r_..'-, •= I I., I 1 1 "' =AE�TE�BWaK 1 i 3 :•, •9-- _..� I' , i I O 1 1 i:/ Ate- + I AI J 1 1 I _ 1 I , Y la, � . i ��� A1F TiMi w uI, I ' AY-0.t• ,Ls PY!! � -.. ,): _ ' l� CA.4'E 0 (PLAN) 'Aft 01 1 ,IONDIDw DRNN p 0=1, -1 1 S _ate SCALE 3/16-1- Y I PAeI Y,1 1 1 „ a' N'r , NNHr N a. F:... . N - - aNIWI Gar. I I N w.°mxu 1 I ;z A -j as.� '' r 1 sPARK i wr. i 1 1 row 1 . f� I i (D-0 I 1'.AA�""A'0 """ 1 I 1 v a I•:is �' ,N ,AAO. I I I a i ji AfrF J�L'S'A f 'K r l I p 1� 1 D0911NC POURED E:O' `' f, 1 1A00 CONCRETEeCONCRETE 0em j i LID . I CASE C rPL.AN) r,er D �LTsMaO�1aM�) ROAEo. 1 PDIWEL 1 E 04_.___.- _-.. _) SCALE 3/ M ShYE 3/1N,- CONCRETE BLOCK �3i� 1 RCOU M I , 1/2• -.. -- � aP•� a AWww, Oat. GR ' J - 1 /.._- wlP 'i•or �� 1=1110•""" '�1/ • _11111I"!w"�"Ni,,, GUTi W Wlohl"`�"aa t .� 3 r,;.a N,HiAWi. �i6MTa ail-- n o aR°G . / caNLwEE. AIHerDIIs _ % -...-q) mil' w- :e.\s \\ °a\ , i,' Q\ \\ _ _ _ _ _ ~ .4 w I it � ES D" zlfos a 1NEouwNo• n 011, n J7� Jj� 1YYWffAAAttt111 ��1 JmFAYLA a �AG��1Ta�E'!y�[�f,�L�`I1`T-1'1`,'�� I� . V THAO §LGR., B-' SCUILE 3JB.1• -Oa' 0,,,w M to. .I. F fia"'XW""'N'.B IirN'II• A _ Wu ~ ,I - ,.Hu -� STING • NEW 1- "a. W(NES . VIC E.D. EDGE DISTANCE O l�a�c�ee rr ,�.�,� �WAM)� TICK AWN, TIRE OR 1'. (SEE SCHEDULE ON '_ p1® Sm.R.•I--LA+NRRArr M T/ , ) E704TI11G STUCCO/ PT. WOOD PLATE SPACER .�- SHEETS a t 9) - SCALE 3/ihl' - -W000 . O ' , • NEW I' SIDE . VARIES . 1/5' % ; tFOR COMBINATION OF SECTIONS, _ NUML TUBE OR I' . YMEB 1 I P T. WOOD PLATE SPACER I TOP ! BOTTOM MOUNTINGS CAN K d { ODOR AYE � I COMBINED IN ANY WAY TO SUIT AW CASE E iPLANI 1 INSTALLATION. ,L 3/1M -' ,,, • • (SEE SiFltDlllE ON i L 1 sH¢n a T1IHIDDI N-; I DO" p A. TI Ct? , Q- % ....... -=L� rE 1/Am IRWIN a r. 3L.e "• F/ FLORIDA BUILDING CODE h Y Hurricane CONCRETE (Fa TI.Im1.E 1 �(iAW,.. CONCRETE N77UMED RAGC i wm i"i do "� """E .2mP namo. ae. 2D GAGE GALVANM STEEL SI M PANEL IP w •R, A A q 44167 aIN"I xL sF-cTtDN x—x * I * Cc � I,/w 9aiE s/b-i` S TE OL- � GLOBAL HROTECf1tR1 PRODICTS, LLC. 1MR DETAIL FOR WAIMIM REQUIRED AT TOP OR�i'. I L E C O L MN . 4N Ro to NI ,TROT BOTTOM TRACKS ADJACENT TO STUCCO/MOOD BANDS �OE��,'DRID.:� _ 1L.w:__ r We' O . "_. "OC: DRyw n� A3»W:"(w)RN on 20-' INSTALLATION DETAILS FOR REGULAR PANELSni dt IA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES AAMH4opm FOR CONCRETE SEE 9COUILL ON SHEET a. ---- _._ _ pQ1 COMCRC7E [pRED ODNK:MTE CONCETE __ FOR WOOD SEE SECTIONS ON BEET 12 OR)eNZHCRETE eLOCc--bR LONLYIETe BIDGR I --`ON eeNCETE BLOCK 3• YR,. ze7• 3 RECONIED CONCRETE ANCNDRb REHIRED i REQUIRED (OWL SLAM -1 ANGLE WLLM I W. t _ - Out saeeu : on AICMDRa -- W. N,CIIOIs `w' R 9. A NLL RYD ' SHUT In ; SIM 9) --{�E 9tli�A[ p1 ;.. .SAE ESa16DULE ON - ._ SHUT 9) I D.Y. /16.EE I r 1 "-----I - —� ' � 1 I I IIII - �1 ,\ _ -I ..__ .- - i J - --- N ..I I I t i if r i� 11 1-' 111. -i-I i ' C_ i C I 11 1 I I i , I: 1 I. 1 I i I . _\ ,� j l I I i I I SOR I �. I !. i 1 1 1 , OF 1' '.\ it 1� 1 II 8 MAX I El �II � I F i .� I -.n .�._:.J.. - --1 I ' - r` i ,/4-.:7. ^i �I �I ti tie.\` .\ .: I i jj. I�t w L : . t : ` I,� i t I' �/eylan w/ I I ! 12¢ �s, j I 11 ;,HNC tAn i�E3WIv 1 + j•o ,�."''160"� w•" ; , I, 1-WRn. '� i I e hr. » I 1 I` •.wLA►. I =.111 T i.. i r t --- -I Y stare � .mil ,Im "FUR N '� I > WI S I I i 1 t T: l i i i 1 !- 1 I I I� , , : I - I ' . � . i . i I N L�Tp �tp^F-2om•_ I °' 9 ItNY-EWI• I 'I,/IY-Tow ° J ,I li . _T I I i 1 ; or -,y 7ss/Iycan W/ Ist 8" w/` , a ipu/wyea7s W- � � � _ , i , Ti H i ,A '.aMC M •PAW - • - -. ( i INPOImC M/T3 4a1 i-` _ - ---- 11WY NiR I�Dd1 - r` - --- • I : I I 1 1 I -- - I 1 Ii1MWAM. ; : I III it , ' I � _ _ ._-. __.sit__- -_— Ivi r,v I. __. - _ Ate- `J '1 I ;- yy 11 I H r I A 1.--- i p�Tlp I p�,Ia N SOX - !, R 16 ETYIt WO 3-9..- -W Sax 4['j i OF V Was -1 yp>( `r a- --D.Y..®CN @ RO REAP , • " OF 1 I. I ! i A AWI I MITI. 1 , G / ' (1) � �ODNo - --- . _ ANCHORS. MR ills SEE SECTIONS ON CONCRETE SEE SCHEDULE� SHEET e _ _.. --- - E /rr.MP t E � REGLiLAR STORY PANELS L1�t )I� EtiYAT�N Is i 7 SCNF 3/32'-1=— 7./ y( ' -___ L --I 1/4• WX OAP 1 �� .. L _. _ T i 7 .Soo''. ( 2.p- wlANmn mm ls� own" ON SHEET e1 __91: GOMtliR all RouRm wDa SECTION 8 SCALE 3/0-t' '1 4-I-'i003/4• s.s. BOLT _/ 7/B'F71�• woo NUR t 12 1/2 OC. CONCRETE ANODA6 ow 2) '-. IOURED COIIIXETE OR ��[ eLacK sGiE 1- E.D. - EDGE DISTANCE NOTE FOR rA18MMTTON or KE•1B1As• (SEE SCHEDULE ON TOP t BOTTOM MOUNT94S CAN OF SHEET 9) COMBINED IN AWa WAY TO SUIT ANY INSTALLATION. ;� _ -.l_ _I (tlL GO" -1 *WWLLEy) Cowalm ANCHORS - - - - s,rtET N (6Q SCIIN ' qIDUE 1/4MA ,� aiair OR SECTION Q�aj KOJAM SGLE 3/32--, Cn _� +—a U) (1) 0 L. W 2 Q Z Z Q J IZ i^_,/ W _c_- U) CU 0 L_ CL U 0 L_ a.. - /V/���N, ( `V M . � _ 1 IE ..� 'H 4._ I. J --NA i 11 - - _ .-.. _ - SHEET NO. SH 1.0, I ,,, �T•�,iTrw � 1nIR11T 'IR I' ''AIL ! I 19 I I 1 I j ' NI ;1 � j i� I � I � lLiil�l� ��' �i �I''� � I� to j'I mumm"3•. sm. WALL AND FLOOR MOUNTING INSTALLATION FOR ;"an.�.`; �"°aNi �___- SPLIT PANELS A "' -"' AK2Ma n" n1"M2 w ,/.•t nw foua 1 �. • .\ I Coo, a rr. " r---t-- lobar - A a mr,4�.��ex r' ;4v—r ---------- r. \: I•rFW / t/a'1 a•.. ._,'._ portrs 47um I \ IANN I ,• ® nsr. Iva Mwl C (7• �' fM1w w• rolrola L \ I / eNrlaN 7 {. r \ WAS . `:� iC' \ `. I ems/ I Y� ,• t.. / ifrwaA, Mo.•1 i 1 ma a rAu Ars fuam • 2 Try• C r AFPLIDN 1•, •--_+• • i,we \, a rf iEl'ummNT N, afN' EO.... % ru20 foot \ ow o�wY0,a 1 _ F 1Q •N "Yla 1 !71 / • • \ m nor 7 r i w soAEE ,♦• r DETAIL I r • r 1 ' i ®�—i,• AAWaP•r,aN""aRle �ooa,J�- r rY0••I�aYnvaaAff"O ti; I 1 a /W-R waa ).°9MHrn w. -,rA W. \:Tea 2 slew 0- I � 1/•• Yeti taAtm �; I MW. s4 Eix`as'"i r oC rIpoe,N°'�Yt� ' Aia rrx6MN"rE Mn,F \: ,� r,�R \. I I w •la.d "L -RAW. N-ICN .:'. I 1 ri — A1rx ...-1__. \� AY ^L , ': 1"fa-q Mt WI �1/2' 1- -_�` ,�I 4 Y� SO„ra 6 • —I j \ �\ ,AaLFIr INA • df rYlfl T \., UVAMSECTION Y-Y yq SPLIT STTXi11 PANEL ELEVATNIdI SCALE rµ'-, .Z SCALE 1/4--1- if r`rl•wG SGLE iJe"•," 1DETAIL \ i ! YIN I SEW Qf1YCE,111 C r4vArMr4�mravae : LJ .L l --r � Me. MULLION REOUIEO Ml,. 1 1 SPAN (FL) • WISE MULL" 0I CEVE NnINO 11 i oN S1aR a A n ANAL x er. Alru > 4•-e• m s'-r' Y . a' , 1/r �E•I;... ;; c/ r , a f ,/s . �%:''VCEM LWanifUaou"i"a \` - r > s'-a-Tor -tr r , ,• A , 4• aN eem 4 • n %_..�' '�-R`eam"O,� 1.'' • • ,�AIr--10, III W-Ir gyeY . e• . ,Je• No. 44107 • u► Ttl :50.rrui.i�-°t2°.6 '...'fP"EAt'RE Iar.0 * 3* FLORIDA BUILDIEG CODE fth VellocNvy Nwrteom Zone) SECTION i PC 20 GAGE GALVANIZED STEEL STORM PANEL DRAIN fr SCALE 3/0-t- GLOBAL FS'•"••• PROTECTION PRODUCTS. LLC. n/am NOTE: MuiilON cm AM SE ISTALED W/O sraaM PAN" ON mP 1 L E C O INC. °"� woo as a, ",m surmm m TNAT R B LCCAIED A TOP OR SOrMM OF OPENMG. / �ar r, s oat --a- an INrera,r WIOee Na,Nra-AN. rink OWNn.sm 20-176 (01E MNEL OPFNW W/ TUSE TOP ! IOR01Q '� Go-oraa0{i�2,a r ♦ •ew. ,r OArrae 14 PL nnomm IY. i NNf I.,I INE[I 7 a1 2! 1.1 1 —n.a ,rl,e® INSTALIATIDN - ALTENNATIV[ 1W SOME. 1/4' - /' ILL INWALIA nff 2W SCALE; I/e - I - MGM 1. INSTALLATIONS ARE ONLY VALID FOR BUILMNGS WITH A.S,D. DESIGN LOADS LIP TO +55.5, -72.0 P.f.f. AND PANEL'S LENGTH UP TO 8•-8'. OD 2. FOR NEW WOFRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE W 2• W/ SPECIFC OENSRY OF 0.55 OR EQUAL NOTE FOR COMB24ATION OF SECTNNS: TOP d BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUM ANY INSTALLATION. r•► 17r •: a i► Q tsm Ti P i ilk a•se cEunn t ITi00R NOLNITMIO wQL ,& nim NOINiT o INSTAWTNLI -. ALTL'RNATIVE AW R1STALLATI0NS - ALMNATME SILL (SECIWN AT TOP IS LAM TO +3&5-67.0 MAX. WA& 1/4• - I- A.S.D. DESIGN PRESSURE RATING) SOaE: Ile - I• tw • P.. AI•le ,J�•�w.PANS.r.. Abdawa, wo 0as aa, INSTALLA11ON - SECTION AAW WALE: Ile - I• CONCO E f 4mm comaim AK IM MR O7NCREIT ANOasc Sit 1QEOW ON NNW Ik (SEE SCHISILIX1 roe woo st>EW: xit sEeTON ON sm Is f zY ,q \ Caa Im ,°ij �- -d - 1, Ie iW/1S -} raasD CarlC„E,[ J i�ir. 1/4, 2/4, 2q/4 3/4 w 4/4 1, 2 R iW/tS r w1. Tea. i raNAEO DaK \ `--)'----- RESSIAM 4 �g T I f TT FFN - I 'r"i°;iE j I �SMQT t4 fire PANEL) (MfA�ON (INIEa101, ►Ma) (KOENOR MNFl) (no PMrA) FOK ��a,mv Faa INIa 9FMMTIW j io wAlfOs�'"egN ro "•m iK rNie/1'0c. ,1 ,/•' laA. ro` e1r :( , o�. �� (f�,Ot ro` .'Wi4��ac. - - _ _ -. .- - OCI k l 9 I I � (N,ERN tooA„ox Ada Pglilt) J (3) I f ( OETAAS 4/1, FouM°oK I I AAS 2l14) tLIMA 2/4, 20- 3/4 ON 4/4 ' 1. 2: t Tw/1s Liol. z a 1w/1s ------A°i�i WREOUTAR PANELS W%WS .-..... _.! L sM NOTE ISEL W) ANE .� W/0 REIKNLAR TRACKS TILE NOTE 1 i'.pNK' R Na'I,gR — f� /i ./ f ';!; :j t In � irO18,°I AM OPENING SE, INSTALLED S WL (fQ SCIRDIA[ dM �/ _ iWyy y/� Wf SHEET 14) MAIM OaNC1llE (AK Cd11pOgN) IO IAU/iA AWTIde MneOLO C•1A memo" STORM ro eE 561NLED OR REMOVED IN* "SM faT .i —Ea ELEVATION a sI NCNKE WALL MOUNT= WALL AND FLOOR MOUNTING INSTALLATION srxE 3/32•-I' SECTION 1 «,.r. 3/e- . ,• SECEM 2 SCALE: 3/0• - I' r1J. Wf. aw 00- ' ' ' ' eX OAP NOSES ON L1C SAWT STORM ENIEL SYSTEM AWALLAIION I. PANEL � LOCASIED AS AN END PANEL (FIRST OR OR AS eNWWR PANEL (ANYPAiE]IEL WaTION BETWEEN END PANELS PAIR) LIFE � PANELS MAY OR MAY NOT BE WALED ADAACENT TO RECUU,R PANELS aF2Nam t) END PRADS (W/ OR W/O REM" TRACKS.) as "m 1) 2. LIFE SAFEn STOTgL PANEL CONSISTS OF MOO. CALVA"2m STEEL STORM PANEL AS SECTION B—B PERPANEloarpoelfN '� 10 RRFE R waelE16 OR MSTALLED FROM THE NSDE OF SCALE 3/32'-t THISSTRUCTURE. P� n,N }.UK )•` ®As SiRtT,WJ"iimro OMIRB0MPONEW B01I0M TRACK TO COMPWENT�T B[ INsrALLFD WALL tMl Ft.00R MWNTED rouoflNc SECTIDrIs t et �� ` (NEN3 ' •� II ON TrpS AS wELL AS DETALS i f 2 oN SHEET la. y._/ � f •••, 4. Min. IUNq. H FOR COWONEAR S IS'. = 1 FLORIDA BUILDING CODE Vela Nu come Zone M��. AIC1(OR SPACWG FOR 4DANt:HORAGE AT earroM S GIVEN on o �• * - a°07R TaTew. WQ 20 GW GALVANIZED STEEL STORM PANEL f SCHEDULES �r T. SHEET 14. _ ,k COMPONENTMAr COMPONENTBE PERMANENT OR REMOVABLE Z jE sf/7V!"d S SEE DETAILS MR MWALLATiON INTO WOW FRAME BLALDIIM ON SHEET 1S. �• -- PROTECTION PRODUCTS. LLC. IIOE °Y.• oa ,. IL ECOENT. wnar.atmlm 6 SEE SHEET 4 FOR OVAL APPLICABLE TO THE NECESS" FOR THE INSTALLATION OF • Wes' 01°W � W'• SPACERS AT TRACKS INSTALLED ApYCENT AND SVYON° TO SiUCCOJW000 BANGS. �I'�/-"1ST f(AL u• sw P,,a, arw frrPr, n mr M,ve aafyla-ra,a Aa: ps.)E"-srn 20-176 "N IN1VM .� . W O,-,7W . h • P6 er-uM TO -1 6 WN]TR A tWT A.,, P.E far U O/ tl MAXIMU11 A.S.D_ DESIGN PRESSURE RATING (p t.f.) AND CORRESPONDENG MAXIMUM PANEL LENGTH "L" SCHEDULE (VIA OILY FCR A MSTAl1At10N8 AS PER SECTIONS / TIM ,a ON SIML,S 4. d • e) MAXIMUM A.S.D. • 90010 W/ 7/4?-JQW Sf YS A fPl7lR Ai 0~ r N°l2NaIN W RAW& DE31GN PRESSURE RATING (g.s.f-) AND CORRESPONDNG MAXIMUM ANCHOR sACING SC D'UL,� FOR REGULAR STORM PANEL n i Q INSTAL! INTO EXISTM CONCRETE A( CONCRETE BLOCK STRUCTURES WID ONLY FOR PAMSQ0. 0I SIALAMIS AS PEN_ SECTIONS I THIN 7, ON SHEETS 4 r e)PREMM ATKINS 10 To A) 10 To aAMOS# AA; • •' �CENSE' FLORIDA BUILDING CODE M Vel HIS oeno Zonr No. 4167 am ILUM W. 20 GAGE GALVANIZED STEEL STORM PAERLF rs. CLOW PROTECTION PRODUCTS, LLC. {y r it ECOINa. am A.- 33314 (-Ssfo •t E� • tr. r �.'Pq en-N".N t a •rr. 0110 w a,r wac (wn"OVAL f-Tsw Fm (w7nN-nn 20-176 -1r1 N 0WWO Nf fat ■ n M Mnrla w'fl OE��N ""nro 1im6 oo,�aON E /No � 9�iYMWMr1 APPUCAW TO MAUAA ASO. IaaWAA ANnOIM YAoq MR [A - ] 1/Y - r6lfit TAPCpI V 72FWW GLK-f rlfdaOf FiSWL O I,e1111YrE RIR APPIaO1fE ro X.O.U. BC1 ! U\IaAAI PAPBt RATIO;f) m OdIKASR re� m me,CK7E ,%Yf1O�ER ro ataaMR 0� ro mNUe.R f � m W[ICriF � y^'a�111t�liAilON ii71N111 t• (11.) r MJA WA ,1/A a WA N trA r N14 (TOP1 r s• N!A WA r r f• r r r 1 (rartdM) I' WA W+ WA e• WA r WA r WA 2l'roF) r WA WA NJA e' WA s• WA Y Kp 2 0>"IaW r WA WA WA r WA r N/A r WA 3 r 1 (iCP) 7-e• an LUST dl Lt7f r s WA WA r r r r r r 3 �) S' M/A WA WA �jr p/A rW+ rWA 7 fldP)NJAWArrrrs•Ir:DIINTOeB WA NJA141/4•p' a ,/r 8 1J•' f ,/,' a IJa• f 1/4' a �, S¢ sale R A „ IOa AHIaeIN ,Yrr A S,Pa10 MR IaOai/a,),0 afro a000 FaaE euaaln MIMYIIM AN(IIOR fA,L91Me AKO ,1faM riot DetANOE ATE IOIGtm OK 11" Sam" MR Iq [.o. Lets 1WM IOd/Er ON 9OeeD1AE A@UCE Aleallia fACW eY tl{a1W1Yle lNWC/f llaW ON faIECAE K ec ralaaae nrl°aa. ml iMt are,eaK ro ra IA7Neeu. IaD,lem MAatua oew® ,Sae rAnal, OVAL Nor AS um nrN Ir1aKIY fafle IeeMa MR rAn1 ANOtlI T2K AT /Naps ,Taos. S¢ sale R A „ IOa AHIaeIN ,Yrr A S,Pa10 MR IaOai/a,),0 afro a000 FaaE euaaln MIMYIIM AN(IIOR fA,L91Me AKO ,1faM riot DetANOE ATE IOIGtm OK 11" Sam" MR Iq [.o. Lets 1WM IOd/Er ON 9OeeD1AE A@UCE Aleallia fACW eY tl{a1W1Yle lNWC/f llaW ON faIECAE K ec ralaaae nrl°aa. ml iMt are,eaK ro ra IA7Neeu. IaD,lem MAatua oew® ,Sae rAnal, OVAL Nor AS um nrN Ir1aKIY fafle IeeMa MR rAn1 ANOtlI T2K AT /Naps ,Taos. NOIOe 1fE ,Jra_ 1/Pr 1/41 /pTI 1/4'a 1/ati _ o,PIMII _ _ s ti•-rr - _ G.I•N ure.sr rs /Naea rA"Nf tA>..} 3 +•rr.PalNa r•a•r wT ] s s a s a ,n NbYa ra (i�. rMaae „n• s s - - - - r, a - s , ,m ,ao ,m IO.. W imam 10 1 1 I i' O.C. .• a.. a/r LaNr eras •Ilelalo ,p'P-ma' as ra • d ,/,• o.e I /MKL IDORie U► ro r-r am I ,• a4 SON leRaf r ro r-r Ib.. I,, -In RlaiaME rorri p dI i1nA7AR ells • ,r ,/pE a a wrtN , S' "A 711ae1ltD PnElfinaM AT NNDrN a LIP 10O WOOD - role ALL iaaaa w m r-r M.. SCJIE 3/8-, JW an II lmE6$: 'i 1. INSTALLATIONS AIR: ONLY VALID FOR BUILQINCS WITH A.S.D. DESIGN LOADS W TO +59.5, -72.0 PSF AND PANEL'S LENGTH UP TO 9'-B' i 2. FOR NEW WOOD FRAME CONSTRIK:TiDN: WOOD MF7ABER5 TO BE SOUTHERN ' PINE N0. 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL III FOR COAINNATION OF .srTNN.c; TOP h BOTTOM i�UN11N05 CAN BE COMBINED IN ANY WAY TO SUIT ANY eS'TAL1ATpN. um pm FOR CLAIM ' Ell EG STUO6 ONE�Ai To'THO1L/DII"PA°lld' INSTALLATION DETAILS FOR REGULAR PANELS(�ti do CIA INTO EXISTING WOOD STRUCTURES .' �RIO",Ile A"r NOrOr � � 91 'w { Eo I ) 1 i I "e°00aueln�i°0t j �'� „!on 1"aiN 1 � V { � � u TrL:A�.TIVE i W djERNATNE 2W snEE J/e-t• SCALE 3/e-,• 1 fEF 9NED,AE ON S,aT f I FOR IM 9BfMTW ro OIABI. I 2 1ry�7t• 3 I .�N{Raq• I • 17 1/r OG •' Eol � � Eo� a 'i ar IL 4 Il.a fNi ,KR r I � ,ryT1 IA4 lOaNa • r 0.G ♦�� ur �Iar --, ,J7• KAe i1RA0m roelaA�aN Orlrii�di..aeII ALTERNATIVE 4w aw• ItArt • MofAaR or HAa SCALE aPo-+' soME 3/e-1' II rr aafll un IaartrAr 1 Affnu fIN0,r1 OWERUIP � III loss, AUiDIM7E SRIUS • E1'Ur (1T ,J2" D. C, i0 I,OI(LGlPEAREL rPo' M. (oat > Y i. 1/4TEE �ZZ ANCHOR ANCHOR OIL, & APPI.Jam" to AD Tm � 7fi7tm,A[ •I_SGIEDIaE -- foaauLE ALE r— OF. /t •� OR O,REC'I At011Ni SprpNS SPACING Mo. ANCHOR �SPAl:If7C DETAIL 1 WALK MOUNTING INSTALLATION [ApPL!CA9LE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION ,APPLICABLE TO SCHEDULE 2) MAXIMUM A.S.O. DESIGN PRESSURE RATING ...f.CORRESPONDING MAXIMUM ANCHOR SPACING EDULF AT CS) FOR ) AND .MAXIMUM A.S.D. DESIGN PRESSURE RATING (�,) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ,AINNr4ar r m sECT1oNe t . 2 •1rN FOR Km �.er,v eTaRle INSTALLATIONS INTO CONCRETE CONCRETE BLOCK STRUCTURES sYsall Nbl s,1Eo ,st. SCHEDULE ,at (R)wr fUiL IiouNr caren,oNs TOP A 9OIDbi BJ E.D. - 3 t/Y M. Sam 12PO2M R r2P-YIIP f%A-#1 PMN]YB[ ieWi a WitMOE MUa iEG1nIK / i YAIFYW fWri PIESOiIM m �,E 10 �� ro oalloRrE ro ro arolfNr„aN LnealH t' (It) 1-. elaa i1i041 eldui elDc. taACK 8' N/A N/A N/A e• N/A Y N/A e• N/A 1 6 T (TOP) sad. -710 p• 7• 9• r' 9• B' 9' e' e• e' t (BOTTOM) S'-O' OR LESS d' N/A N/A N/A e• N/A e' N/A 8' N/A i k 2 R(» .sa.o -72.0 s•-o` ro r-d• r' S• e' -7-1/2* e' I• Y 9• 1 (BOITOY) Y N/A N/A N/A Y N/A 8' WA d' N/A 1 ! 2 (TOP) +SS.O -7TA I' +' r r e• d• IF r e' S. / (eorroM) NNASa (SRO 8 i/i M. I41 taP f MYLj OIE 2 (fRe r Y Ih q01 /01 S NOW 50 f PANEL Pa6,WAE - OdTM Nr,O tENG7,i t• (R) , 42 -8,3 y J' 4 , 2• ♦ 1/2' 2 (BOTTOM) Y-8• OR LESS +5T.8 -86.0 3' ]' 4' 4' II (WT1O41} Y-8' OR LESS +SS.O -72,D i 1/II• 2 7/2' 1" ! 3 7/2' 2 (tpT10M) Y-6' OR LESS +SS,O -720 2 t/II' 2 1/2• N/A N/A 2 (BOTTOM) Y-r ro e'-O' ss.D -72.0N/A N/A 3' � 3' II (BOTTOM) r-e' TO e'-e• Ac jr 4 Mar. -n.e rx : ]/,• lae,n 00 U. - � flaT If FDA Alblgaa 1WE A fPAOWO TOR asMiLAT1016 SRO WOOD IMIt e1MSII0. IMrnA /vra,fe t7rAalo ANo WOMAN TINE DerMteE NE NeeAne oN Tlw faeooLE. rw EA Life NNW IpCA[p ON i,EDIAC I�IK[ 1IICIIaR 8rK1N0 eY WLIatYINr fPAO,q f10ar d/ fCIEnIR.0 N NNE FOtIDII" fAaTORa WR INS OPOMTION ro t fO1efL Ata11wD fwNae Or/Alap UfNG rAtm, fNALL NOT e[ Efs tww esa"A flwallo aepM[d Fan EKN ANCHOR /,PE A Alggaa LlCBID. AIIs01l 1YR 1/44 ,p•► 1_/+'• t/ 1 rMiml v tr.w RreIiIN[ a,lA-N r AIpON •lO0 •�� Oq s s a a ] rO erN er E.J ] s to A.IIa a OBt eseelop RAOIst - - --- — r n 71—m. Eat MMUWAD CIO CD ED IKW PLATE cu i hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 AUiDIM7E SRIUS • E1'Ur (1T ,J2" D. C, i0 I,OI(LGlPEAREL rPo' M. (oat > Y i. 1/4TEE �ZZ ANCHOR ANCHOR OIL, & APPI.Jam" to AD Tm � 7fi7tm,A[ •I_SGIEDIaE -- foaauLE ALE r— OF. /t •� OR O,REC'I At011Ni SprpNS SPACING Mo. ANCHOR �SPAl:If7C DETAIL 1 WALK MOUNTING INSTALLATION [ApPL!CA9LE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION ,APPLICABLE TO SCHEDULE 2) MAXIMUM A.S.O. DESIGN PRESSURE RATING ...f.CORRESPONDING MAXIMUM ANCHOR SPACING EDULF AT CS) FOR ) AND .MAXIMUM A.S.D. DESIGN PRESSURE RATING (�,) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ,AINNr4ar r m sECT1oNe t . 2 •1rN FOR Km �.er,v eTaRle INSTALLATIONS INTO CONCRETE CONCRETE BLOCK STRUCTURES sYsall Nbl s,1Eo ,st. SCHEDULE ,at (R)wr fUiL IiouNr caren,oNs TOP A 9OIDbi BJ E.D. - 3 t/Y M. Sam 12PO2M R r2P-YIIP f%A-#1 PMN]YB[ ieWi a WitMOE MUa iEG1nIK / i YAIFYW fWri PIESOiIM m �,E 10 �� ro oalloRrE ro ro arolfNr„aN LnealH t' (It) 1-. elaa i1i041 eldui elDc. taACK 8' N/A N/A N/A e• N/A Y N/A e• N/A 1 6 T (TOP) sad. -710 p• 7• 9• r' 9• B' 9' e' e• e' t (BOTTOM) S'-O' OR LESS d' N/A N/A N/A e• N/A e' N/A 8' N/A i k 2 R(» .sa.o -72.0 s•-o` ro r-d• r' S• e' -7-1/2* e' I• Y 9• 1 (BOITOY) Y N/A N/A N/A Y N/A 8' WA d' N/A 1 ! 2 (TOP) +SS.O -7TA I' +' r r e• d• IF r e' S. / (eorroM) NNASa (SRO 8 i/i M. I41 taP f MYLj OIE 2 (fRe r Y Ih q01 /01 S NOW 50 f PANEL Pa6,WAE - OdTM Nr,O tENG7,i t• (R) , 42 -8,3 y J' 4 , 2• ♦ 1/2' 2 (BOTTOM) Y-8• OR LESS +5T.8 -86.0 3' ]' 4' 4' II (WT1O41} Y-8' OR LESS +SS.O -72,D i 1/II• 2 7/2' 1" ! 3 7/2' 2 (tpT10M) Y-6' OR LESS +SS,O -720 2 t/II' 2 1/2• N/A N/A 2 (BOTTOM) Y-r ro e'-O' ss.D -72.0N/A N/A 3' � 3' II (BOTTOM) r-e' TO e'-e• Ac jr 4 Mar. -n.e rx : ]/,• lae,n 00 U. - � flaT If FDA Alblgaa 1WE A fPAOWO TOR asMiLAT1016 SRO WOOD IMIt e1MSII0. IMrnA /vra,fe t7rAalo ANo WOMAN TINE DerMteE NE NeeAne oN Tlw faeooLE. rw EA Life NNW IpCA[p ON i,EDIAC I�IK[ 1IICIIaR 8rK1N0 eY WLIatYINr fPAO,q f10ar d/ fCIEnIR.0 N NNE FOtIDII" fAaTORa WR INS OPOMTION ro t fO1efL Ata11wD fwNae Or/Alap UfNG rAtm, fNALL NOT e[ Efs tww esa"A flwallo aepM[d Fan EKN ANCHOR /,PE A Alggaa LlCBID. AIIs01l 1YR 1/44 ,p•► 1_/+'• t/ 1 rMiml v tr.w RreIiIN[ a,lA-N r AIpON •lO0 •�� Oq s s a a ] rO erN er E.J ] s to A.IIa a OBt eseelop RAOIst - - --- — r n 71—m. Eat MMUWAD CIO CD ED IKW PLATE cu i hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 � 7fi7tm,A[ •I_SGIEDIaE -- foaauLE ALE r— OF. /t •� OR O,REC'I At011Ni SprpNS SPACING Mo. ANCHOR �SPAl:If7C DETAIL 1 WALK MOUNTING INSTALLATION [ApPL!CA9LE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION ,APPLICABLE TO SCHEDULE 2) MAXIMUM A.S.O. DESIGN PRESSURE RATING ...f.CORRESPONDING MAXIMUM ANCHOR SPACING EDULF AT CS) FOR ) AND .MAXIMUM A.S.D. DESIGN PRESSURE RATING (�,) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ,AINNr4ar r m sECT1oNe t . 2 •1rN FOR Km �.er,v eTaRle INSTALLATIONS INTO CONCRETE CONCRETE BLOCK STRUCTURES sYsall Nbl s,1Eo ,st. SCHEDULE ,at (R)wr fUiL IiouNr caren,oNs TOP A 9OIDbi BJ E.D. - 3 t/Y M. Sam 12PO2M R r2P-YIIP f%A-#1 PMN]YB[ ieWi a WitMOE MUa iEG1nIK / i YAIFYW fWri PIESOiIM m �,E 10 �� ro oalloRrE ro ro arolfNr„aN LnealH t' (It) 1-. elaa i1i041 eldui elDc. taACK 8' N/A N/A N/A e• N/A Y N/A e• N/A 1 6 T (TOP) sad. -710 p• 7• 9• r' 9• B' 9' e' e• e' t (BOTTOM) S'-O' OR LESS d' N/A N/A N/A e• N/A e' N/A 8' N/A i k 2 R(» .sa.o -72.0 s•-o` ro r-d• r' S• e' -7-1/2* e' I• Y 9• 1 (BOITOY) Y N/A N/A N/A Y N/A 8' WA d' N/A 1 ! 2 (TOP) +SS.O -7TA I' +' r r e• d• IF r e' S. / (eorroM) NNASa (SRO 8 i/i M. I41 taP f MYLj OIE 2 (fRe r Y Ih q01 /01 S NOW 50 f PANEL Pa6,WAE - OdTM Nr,O tENG7,i t• (R) , 42 -8,3 y J' 4 , 2• ♦ 1/2' 2 (BOTTOM) Y-8• OR LESS +5T.8 -86.0 3' ]' 4' 4' II (WT1O41} Y-8' OR LESS +SS.O -72,D i 1/II• 2 7/2' 1" ! 3 7/2' 2 (tpT10M) Y-6' OR LESS +SS,O -720 2 t/II' 2 1/2• N/A N/A 2 (BOTTOM) Y-r ro e'-O' ss.D -72.0N/A N/A 3' � 3' II (BOTTOM) r-e' TO e'-e• Ac jr 4 Mar. -n.e rx : ]/,• lae,n 00 U. - � flaT If FDA Alblgaa 1WE A fPAOWO TOR asMiLAT1016 SRO WOOD IMIt e1MSII0. IMrnA /vra,fe t7rAalo ANo WOMAN TINE DerMteE NE NeeAne oN Tlw faeooLE. rw EA Life NNW IpCA[p ON i,EDIAC I�IK[ 1IICIIaR 8rK1N0 eY WLIatYINr fPAO,q f10ar d/ fCIEnIR.0 N NNE FOtIDII" fAaTORa WR INS OPOMTION ro t fO1efL Ata11wD fwNae Or/Alap UfNG rAtm, fNALL NOT e[ Efs tww esa"A flwallo aepM[d Fan EKN ANCHOR /,PE A Alggaa LlCBID. AIIs01l 1YR 1/44 ,p•► 1_/+'• t/ 1 rMiml v tr.w RreIiIN[ a,lA-N r AIpON •lO0 •�� Oq s s a a ] rO erN er E.J ] s to A.IIa a OBt eseelop RAOIst - - --- — r n 71—m. Eat MMUWAD CIO CD ED IKW PLATE cu i hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 NNASa (SRO 8 i/i M. I41 taP f MYLj OIE 2 (fRe r Y Ih q01 /01 S NOW 50 f PANEL Pa6,WAE - OdTM Nr,O tENG7,i t• (R) , 42 -8,3 y J' 4 , 2• ♦ 1/2' 2 (BOTTOM) Y-8• OR LESS +5T.8 -86.0 3' ]' 4' 4' II (WT1O41} Y-8' OR LESS +SS.O -72,D i 1/II• 2 7/2' 1" ! 3 7/2' 2 (tpT10M) Y-6' OR LESS +SS,O -720 2 t/II' 2 1/2• N/A N/A 2 (BOTTOM) Y-r ro e'-O' ss.D -72.0N/A N/A 3' � 3' II (BOTTOM) r-e' TO e'-e• Ac jr 4 Mar. -n.e rx : ]/,• lae,n 00 U. - � flaT If FDA Alblgaa 1WE A fPAOWO TOR asMiLAT1016 SRO WOOD IMIt e1MSII0. IMrnA /vra,fe t7rAalo ANo WOMAN TINE DerMteE NE NeeAne oN Tlw faeooLE. rw EA Life NNW IpCA[p ON i,EDIAC I�IK[ 1IICIIaR 8rK1N0 eY WLIatYINr fPAO,q f10ar d/ fCIEnIR.0 N NNE FOtIDII" fAaTORa WR INS OPOMTION ro t fO1efL Ata11wD fwNae Or/Alap UfNG rAtm, fNALL NOT e[ Efs tww esa"A flwallo aepM[d Fan EKN ANCHOR /,PE A Alggaa LlCBID. AIIs01l 1YR 1/44 ,p•► 1_/+'• t/ 1 rMiml v tr.w RreIiIN[ a,lA-N r AIpON •lO0 •�� Oq s s a a ] rO erN er E.J ] s to A.IIa a OBt eseelop RAOIst - - --- — r n 71—m. Eat MMUWAD CIO CD ED IKW PLATE cu i hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 Mar. -n.e rx : ]/,• lae,n 00 U. - � flaT If FDA Alblgaa 1WE A fPAOWO TOR asMiLAT1016 SRO WOOD IMIt e1MSII0. IMrnA /vra,fe t7rAalo ANo WOMAN TINE DerMteE NE NeeAne oN Tlw faeooLE. rw EA Life NNW IpCA[p ON i,EDIAC I�IK[ 1IICIIaR 8rK1N0 eY WLIatYINr fPAO,q f10ar d/ fCIEnIR.0 N NNE FOtIDII" fAaTORa WR INS OPOMTION ro t fO1efL Ata11wD fwNae Or/Alap UfNG rAtm, fNALL NOT e[ Efs tww esa"A flwallo aepM[d Fan EKN ANCHOR /,PE A Alggaa LlCBID. AIIs01l 1YR 1/44 ,p•► 1_/+'• t/ 1 rMiml v tr.w RreIiIN[ a,lA-N r AIpON •lO0 •�� Oq s s a a ] rO erN er E.J ] s to A.IIa a OBt eseelop RAOIst - - --- — r n 71—m. Eat MMUWAD CIO CD ED IKW PLATE cu i hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 � flaT If FDA Alblgaa 1WE A fPAOWO TOR asMiLAT1016 SRO WOOD IMIt e1MSII0. IMrnA /vra,fe t7rAalo ANo WOMAN TINE DerMteE NE NeeAne oN Tlw faeooLE. rw EA Life NNW IpCA[p ON i,EDIAC I�IK[ 1IICIIaR 8rK1N0 eY WLIatYINr fPAO,q f10ar d/ fCIEnIR.0 N NNE FOtIDII" fAaTORa WR INS OPOMTION ro t fO1efL Ata11wD fwNae Or/Alap UfNG rAtm, fNALL NOT e[ Efs tww esa"A flwallo aepM[d Fan EKN ANCHOR /,PE A Alggaa LlCBID. AIIs01l 1YR 1/44 ,p•► 1_/+'• t/ 1 rMiml v tr.w RreIiIN[ a,lA-N r AIpON •lO0 •�� Oq s s a a ] rO erN er E.J ] s to A.IIa a OBt eseelop RAOIst - - --- — r n 71—m. Eat MMUWAD CIO CD ED IKW PLATE cu i hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 hMLA ONLY FOR PANELS IIP1[ AS PER sEcrloNs , tlaN la ON S,EE'is 4. S AS e) LL U) /NKfrY AIIa11011a 71NL710 TOIL L0. - 3 1/4' a AsaaEffN ,AKON a rAP-wlv rJNii-ol wNuiatE Sawa la ItiweaATe Pius four do d i wwNw P,vRI. PRESSURE To SO TO CREW ToAKY CdllellA�OII UNIONt• tn.) sATMa TocaNcai+E trANOaiE m cdttult: oDleulE m „Ora„E1E ,2lllalq[ m CONCRETE OaeSrar[ TOCOIeGE,E tbMdlt7E m CONCIaY[ aNIm+E Oi Tied (P.•r.) 7,IOCK eIOCK Ne.oa, elOrs eLOO( eLOG, d' N/A N/A N/A 8" N/A 8' N/A d' N/A N/A N/A , (TOP) e' /' N/A N/A 8' 8 e• d• 8` 8' N/A N/A t (BOTTOM) 8• N/A N/A N/A 8• N/A 8• N/A d• N/A N/A N/A 2 (:OP) C N/A N/A N/A G. N/A S• N/A b• N/A N/A N/A 2 (BOTIpY) IS•S. -720 e' N/A N/A N/A 8' N/A r N(A 8" N/A N/A N/A 3 N! 4 (TOP) >r-S' TO 8'-$• 00 LESS 6' 4' N/A N/A 8' r e• d" 8• B• N/A N/A J (uonoM) 8' N/A N/A N/A 6' N/A r N/A 8• N/A N/A N/A i (TOP) 8• 4' N/A N/A s' 6' 8' d' B' 8• N/A N/A i Nk 7 (BOTTOM) N/A N/A 12 1/2' S T/r IT 1/2• 8 1/4' 8 1/4' 6 7/4' 6 Ile ,/4• N/A N/A 5 (RP/BOTTOM) 210.0. -53.3N/A N/A 12 IJ2' a I/4' 12 r/II` 8 Ile Ile Ile 1/4' • 1/a' N/A N/A a (TOP/IIOTT011) -e' ro IT'-Y bS.O. -72.0 N/A N/A 8 1J4' N/A B 1/4' N/A a 1/1' 8 Ile 1/4' 8 ij4' N/A N/A d (TOP/BOTTOM) '-B• TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A d }/4" 8 ,/4' 8 Ile 1/4' 0. 8. 10 (TOP) 43A -40.0 N/A N/A N/A N/A N/A N/A d' 8' 8 1/4' 8 1/4' a {901Td1) OR LESS 12'-4' OR LE 4 8' 4' N/A N/A N/A N/A N/A N/A e• 6' 8 1/4' 8 Ile9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a Ile //4' a I/4' 10 (BOTTOM) 77] fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 fIS fNEETs +a „AND /a Ina AtNt2Al6 tYrE r fPAdq FOR frcC,wOeoraa wro eeDD rtlME euarfla wMMwa ANDeIe tsAcras AND 11P111a1Y NdE OfM/rE ARE w01GMm ON THe 9laeD1AL /pl ED. 128f T1WN 11DIWiD ON scllEnuE ,FDIIrE ANCHOR 4PACr0 er 1111L1#LYae fPAONO 901% ON fo,mu,F Or THE IOMprI,S iACr01K. IaR 11,0 nP2RR10,e m E PW9RE. IlmUtm SIVCfR 081AINW UEINC rACION 94Al1 IIOr BE LESS 1/11M Ie1MN S/ACfa IerA7LD Fnle EMrN rWtlell 114E AT ANCHORS LlnfNa ANCM - t/4ti _ +pti Tpa ,/r• ,/41 tp•• ,2Pm1I w,7P-sr ,wc-N few-t, IAa Arnpl lrAlrO p,,) a a s ] ! r/I s ns.a.N o..•r nlr pN ] a s ,n s ,/a , a ,/: Nlael m oBt e■Ila) / AN) 10 R - ] IN 0 CD PPWRuin MTM BIII BOTTOM WIDUAfTINGS I INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 INSTALLATION DETAILS FOR REGULAR PANELS(i) & dA PTO EXISTING WOOD STRUCTURES _j[I a ,°/' °PellT�llotl �• `� l+ I� - _ ---�1 ` ;0aP/NE1aMlE TO WOOD s \� !!!I -�' S i°,• P01EIR 710N iPo0• EKSIwD WOOD WADER E%Ierfa: WOW HEADER ENSTIND WOOD HEADER 1t I e t 1qr SAW • � fAwr' SAW 8i6a' telo • ` a ,p• as a r/r nc � e ,p' os. woop NCADEA 4 P� WOOD HPrDER aENNNNE6 -� �a01A1ED tWt foEo,AE oN I aiE amrnuu fEt acleaot ON ! fast • tOR Im'�lvAfa,oK fNT2f e FOa � TUTS. 1 ro GLASS. j FOa � � - Mrl. PNEL tEN6'TH W- PANEL LENGTH Ad" PANEL lET1CIN ,/.Y-!"1• aY (LEE ND1E 1) 1/.Y-207,• se. (SEE NOTE ,) ,J,'9r2at,• ai• (SEE NOTE I) • ]� yam• ]� , -7-- SLIM I sDa j a t• ''i ' OF t' � OF t• toKNr i � � � MAIL 1 MAX PAW OW • _ �. r 'i • is I/Yra�.a � I \ r � -Ira w/�i IfJ:• 4AIE -� Y•4- gDOD oLCT€ ' _�__�_ { 'I 2".4' WOW FAATE iACQUIRED _� PLUS PoWELNTE US A REOU"® P - II I iEWIEO � 1 I OF HA/E ' I � Me r11a1H or PLATE__ .S�RIopcW1J�i6fuoeeRm j �Cf•Y iAili iliT7e�ll�, _ _ AT t80"D7N 0: PLA,E-��-----^- fcAE 3/e-tryl3/a-t. SfiY.E I' SCALE ]Po-,• 1(DES: i. INSTALLATIONS FOR ALTERNATIVES eW. 9W !2 IOW ONLY VAUO FOR A,INIIINNI,N BUODINGS WTiN A.S.O. DESIGN 10A05 UP TO +13.8. -48A P•a.,. AND PANEL'S LENGTH UP TO 12'-4' �r✓;.A' TIT 9. FOR NEW W000 FRAME CONSTRUCTION: WIX)0 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SIsECIFiG DENSITY OF 0.55 OR EQUAL. FLORIDA BURRING CODE iR h ValecIty N mofi xlrTb. IIIG 2D SAGE ONLLVNUNLEO STEEL ST0181 PANEL NOTE FOR l'AII INAItON K PROTECTION PRODUCTS, uc°INsrA�^;O ,•.R+1._L �jLz �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 �A N N U N � CO O O Q� L L aQ .� Q N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 N c o �o W O � O � a� o W V N 1•— -o m x C LA. Cl- cc O y o eo N � N O.� C E � c O ,Q d m � • U 07 � C O lA O. � � E � o A•1'i• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,/47• uN; Tone • r ac r/ INTO EXISTING WOOD STRUCTURES - � - 1 t/2 W. 71fe0ln PeIOMTON - i ro IataRN roDD NrAOEa r aq - j i I i i L I I EO 'Ik aI � V♦ ED( - k woo IrAOp '0O1 amuNeD � O I � ALTERNATIVE i ALTERNATIVE 2 >` , +,r.r aweer,e (KI7J (fL•I ro r"ii I � Q Q}L_ - ! j v. r I` r000 P,A[ .II,I aEWlil@ O ALTERNATIVE 3 ALTERNATIVE 4 U 'Q/�) �� ! `��' ,'iI4.'•ita�MEriBEteilmoaK ai / r �n• ■ Rl_ V 1/l1d,e/r IDIIf Woes fafla W/ 1/.9h7DY2• f.S ils • r Os. as /4•.-to r1Wa7r,Tc IaMiE o a ALTERNATIVE WOOD FRAME CONDITIONS A 11NCHOR LOCATIONS L M IAIEI2NIE ,vf •roc W , +/4' W^• frAtL• 7/•' - r ■ ■ ■ T,IaeeED 1c,1[,anMl/ ro •GOD r,Art «oIE : TMOREA RAOts IpT sKlaa ra ,2Aslr WALGLOBAL L MOUNTING INSTALLATION ALTERNATIVE 1 W � a. TIL4l� ��' ceasF •'.;� Lu 3 NO. 7 - FLORIDA BUILDING CAE NI h Volocilly Murrial]m tom Toro Rllaa I,c 20 CAGE CALYANREO STEEL STORM PANEL ,fIM R Z t, NE,AUA1nN4 AM OrAY WIA FOR elODI1O5 INTO ASA. OWON L01O6 W m '� aF//MAlfar +ass, -22.0 r4I AND PAHEt•S LOIa1H w To r-r. Ft 1 's O'•• H PROTECTION PRODUCTS, L1C. Ii,1C z FOR NET' WOOD rwE tm„arle,Icllar! wodo MI21e075 ro R saunleW ''. AIU•S. i L E C � iNt. .Tao as s, sNar Z PWE N•. 2. w/ aPEalc aE16nv ar ose OR EL111PL •IL'if SI M1. ! P rwlc a am. a/nNN THIN' a W. a rrr erax w al.. Mae (wlrr-1aa w: Os4)er-rxs 20-176 .i m-,s . a . f,• eN-tr, __ _. w OiIrNA Nr Q PL asaJslnnnec/aME wa,a�1W°�ic',fr_►t - J r1Nn ,a Ur s - a SHEET N0. SH 1.1 1 .I 9 •FI I rr jA til 1 I IN I II I I _ _._____. __ _.--_-ANCHORS (SEE SECTIONS ON SEER 17. 1& 19 13' MM. $07.!/17. pj17, !/i; ,• MIN. G W/T9. 7AW/19 s Sal99W/If, 79wN9 a OM/79 o^;I o a o o o f ��� '! tMA9L _.-� I - _ 1st 1W[iP 1tCIN I RLOYIM aHiFW wn q O A -�- MAX. SEE st-1my,!•9yu. Y3,a�• 1 --_� - �Jj7IIrPANEL LENGTH •,�Iu,W�ed t..--.,-�.--r- -,- SCE.) r � 6'Ga1pN a In 1 - rAQ oomm CONdn �' V" MO AT wr 6 WSW APB.. • - -'r aA/ta• 4y17, tiA/18 ,Y/I9, ] MAUL, s 9RBna am/It. "Ill IT e9w/]o 1 yO.: _ANCHORS (SEE SECTIONS ON SHEETS 17, 15, 19 a 20)_.-_._-.__.__ OPTION 92 FOR LIFE SAFETY STORM PANE Ln ELEVATION SCALE 3/l11l /r Mt. Will, Low o Bell aALA -t qKE Team oLPE HAHTYY . - ' HA IT - EXtUM --4 L SECTION A -A SCWE 3/16•-t• B;; 9LOA 0 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.9.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 W-8• 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOL STRUCTURES I - � II-T- W000 NW/DFX •"REpYaOm "- aM01 'sEouaKO � yopp HHt/DEII "NEaMHm PM HEADER •`FBaAIM � _ I� - N r 1/ fY /ARSON • r 0.C. -Ti 1 1/2. 11ItE /HIFMED 1//aY rMPEaN • r 0.C. -- W t 1/2' YO. TNIWAOEO 1/4-0 TAPOON • r D.C. _- T/1 1/Y 111E THROWi - I 1 4„ TAPCO/ a Y O.C. 1 1/2' IRA. 11IWi,0E0 AT WOOD"AM HEADER PEFIlNAION AT Tt000 ( f I I, ' TI00 A iqN At 9p00 'II WADER _,tom MIL _ _ _ 2 • _ -� _ "2„ , �A4t_ H - I l) LJ m ' TX)B,t11F 1 I "`ia l• 14. Buss N aw. (KG ODtmin GRING 'L Ilmt. wow a CANNEL tI Sa tII� wEl, eLt1XFN /N 9W tq "v T. w. PARR lDIG7HI (ME WK t flELOBT 9ss M , r t' YF. ass ROAMIWN f0 HL/O, I % ' � I ' _ -_ T! I E109IYK NOT TEN BV. ts� •E'°•) a1Aas r" ' W-W r , .. !_ CANNEL 1ENm til fsEE 1 IIFLIK) RK ea®IAE ' . L � � MTo 5. WlT T °-IIN'� Isr - -; rn•.. 3l'a :.,- .. ' 0 � =%. ' _ ,' 1. _ ;,' � _4 it aY rAPCCH ' "--- -Y- A MVM RA . _J I mvmcmOF 0 _ I {{ F{A. .., I'!4 1 II - COMA. COAT- gyp. 1/4'0-20a3/4*WL _ YS. W/ �Q H. _. ` -. 2Q3/ xs. w/ !,. , "� 32' PAID WFT K7/9 3! ; - j I{ �i 3/I•R ]/32• WINO 7n•,.Sn2" 1aK NUT II161EII O 12 1/2 O.C, t - ,l- ` OUT T IMNG MI, Ij "a"Ge 01EIOM0) ! 1 I? r+. WASHER 9 12 O.C. I GAIT wA9wR (6E101O) I II t 4T0 TAPCON 9 9' OE. ' I �I -`. ON Nl--`APCOW/yw).C. INB,IIWaf aTE _ I'. i - .._�G4A000� W/ BTUO) C 1 1 DON A YOWDM I I TAVADO ., 1I ftWAM N i 1 llpl Or � AT aWYR)M OF PLATE _ •`' j AT IADIIIOIM OF PLATE i • wa00 RATE -2'Sa• WOOD LUTE REOtWEO 21.' --- WOOD PLATE �__ ._.__._...•N• _..1. ..2 W000 PLATE ��� . SCALE Allili SCALE 3/9•-1• SCALE 3/1• N SCALE 3/111 T BED �E,Ng�.'•:- till FLORIDA 1%ILDING h I. OWNAAT10H6 ARE 0nlr till FOR BAtO/No 4" AS.O. UP TO .55A. -720 PST AND PAWN LENGTH UP 10 di DEBHWN LOINS 4 1 • : tk = sm,o FMleOa, .te. CODE Ni Voloc HurFiaan 20 CAGE GALVANHZED STEEL STERN PRIM 2. RR NEW ill= MW UII6TNJCIgIF. IFWO MEMBERS 10 K SDVI ELIN O POE NO. 2. W/ SPECIFIC000" OF 0.55 Olt EQUAL L * .a•_� - -_ / ETTC l� A .-_ PRADW IAA ��...•�. PROTECTION . •Ae Lk.C. IHl COMPONENTS FOR SERIES 2000 9k 1000 E-Z HANG STORM PANELS (SCALE 1/2-1) (TOTAL WIDTH)------ ----- --- r ._..�. 12.500• (EFTEt'7NE WIDTH).. V' TM 2.500' TIP al am. box G&VNCM Ill i z�• 1 WIEO Will ABTA A_KS DT +`a�1 73N HEEDBE - tXH O�,OGO�M ypMIMH EFMI " 2. - - _ -..$TAIL 48a -- - ----------- _ s. - --- -- Bzso•--- - - -- .zw-2.470 Al. ® STORM PANEL ` 1-2.470•- - W O REVCRSEO "h" TRACK O REVERSED "U" TRACK PANE'S EO II W/ Nw3aK0 EDGE. loan• i . YAA SO.DB• Withal 41 i ISOMETRIC VIEW DETAIL A 2.m0 2.000' ROUNDED CORNER O ENDS OF PANEL'S END UP W/ MEANED EDGE. } .7lO" _ 1 1__. -),125• 2000'� (TYoe.) 4O "Ai" TRACK ®UAu�g ® 2"WiMax.) AUIY. ANGLE , 1 4 Owl -TB Rum. ALLOY 7S0 ass• (r»J I_ IT N0. 44167 FLORIST BUILDING Cow h Will NurrIcome Zonal --.7W-- ILROI. PC T,I�1`•.. ATE OF 3• MaK.; 4 WOO 20 GMr'E GALYAa1ED STEEL STORM PANEL FA- 3" W. OgID In/NI/2mo O7 3"113"(bil l ALUM. ANGLE ©MP MR IL ECOIMH. MMAL PROTECT" PRDUCTS, OLLC. ItlL. 91 11' LONG .yAN AIH �� " ^•� ^•� 6 aW1iWrL mau ?O-, 76 6063-15 Num. ALLOY l •NH ,M..• r Nr. Wr-.rA N aw aWNc• (M)NO-Ma. AR CM)NE-WIN w.. i 1q m.1,W p J Sow 4n-191 ORALII" tI• rt O6.VaO141t.W/GW a-0aa07n r.A Fri. r.1� M1UDN A n X r? Fri. - 9e a2 ers NRt/N4 MA a41n . - _ . _ _ INSTALLATION INTO yo TAPO011 ANCHORS -i 9. O.C. DETAILS FOR OPTION EXISTING POURED CONCRETE _-14• TAPCM MOOS a 9. O.C. #2 FOR LIFE SAFETY STORM PANEL SYSTEM OR CONCRETE BLOCK STRUCTURES Ala• TAKON ANCHORS r ox Ij �' , _ 1 4' TAPCON **C m • r oRPOURED. CONC44TFj ,� CONCRET OLD" REOUPM 1 9LocTc atDURED : 1 pokm OR CON6RLYE COK'lE7E• 6LOCM fiOARm 1 aOCK REOLOW E • I I LOA . cD.• E.o • I N Yn47WOaMN�Y• 1• i _ ` IRA 11�DYIWI�pI A 11� �NlLm�ar A i ® ' , IBa9■N�Wa�O. r two � � �" ftlWa w !;" >bglai p ' � a 1�yL el j PW He WW M i ..t Iq ; i r till W GLASS I I r CLASS Kil 3 if Y/ or YS y)AYY•�'( j i f tcall - 1 I i l I�sv-z0', ass Ys. w! Ufa• 1 a•P-za3(axs. Y.s. W/ i/CtNr3/3Zf um "M WASHER F -- n••+3132 WOK NUT WASHER I -- J a 12 1/2- 02. % (BlYOIG) 7 J Mo Nut' '-'-YMy� 7�y HAND- - \ WASHER • 12 1/2. O.C. WASTER (6EYal _1/4' TAPLxAM ANCHORS _ t/4 TAPOON ANCHORS / ♦ TAPCON ANCHOR / 4- TAPaON t i - i - S 4 1 O.C. (stlau Fy W/ STUD) (STA.COtA[D W/ SSA) 9 4 1/2. O.C. -CONCRETE OR CONCRETE 61� BLOCK-OR� 0CN CONCI= BLOCK IQ1�TALLMN yfALL-Ill LKI•NSIdILLAII4N I �� � MALL YouNS��SLiailOi! ��EQIiM. rANEL O UFifiST�iJfF1ETY PANEL • RE • j s SCALE 3/6•-t" SCALE 3/11 1" SCALE 3/el SCALE 3/r.t• WE Nm t0 6 FOR ArmAH Trlt ! AND= in 1pti Woo VO w 2AWAIG FOR 6[AI A1011f Wla HOOD M. A tIa 9KNIR au 3 WOO NYH0019 ow DI TALE A SAcuos AND IWIWAI AK ON tIK •1-HULLS- 0A) ] = "M o Mon vW SOCK" m EA MD W IIgKAED 1N 4CIRUE Ria1tE AIA710R of s BI LN SHAY fI0[DIRE Letalf OnrJO. Y I.i 3 AOIR Y � TIWNp1 THE PO N"voicillicr t N w TO K TAW" FOIL INS M MO10N ,0 K POW" REOLe'aD A VA f It um THAN le tWYNO i*tmo SHWA IND, It LESS THAN - Mto ON ?) IISCHM IN ULiI AINCNOR TYFe ON 110I 1iC11m1AE a 1!T _..e> ...... __.� _. r TUN ' L •i :. �L 6:40 9, 9, ALL •i >. �1 ill .A A 9 L NoOt iidllol r i ` 1/�4.0 /TA2PCON W r O.C. PiIETRAiON AT ill = HEADER Y woHEADER uR t".EDlL>wW PK,Iow v Mer. PANEL LENGTH EnSTW SEE ow is) i [SEE NOTE BELOW) GLASS i { -, ; dD I Il_PLATE ', I Ln•• • ]f32' WIaG "Al - REOUM WAS" 9 a 1/4. O.C. 11 nyL I I ! AT MDOWN Of MAN �. I' SCALE 3/8--1- IIONS 1. NVAUAtOM ME ONLY Mil FOR SUUM s WITH ABA M" UAW UP TO ♦55.5, -72.0 PSI MD PAMElY LENGTH UP TO Ill 9S I, FOAL WIN W W FRAME C0115fgiOnM WOOD LEYBELS TO K SOUTHERN S PILE NO. 2, W/ SPECIFY DEMS" OF 0.53 OR EQUAL 4� 9' 1/4'0 APCON q r O.C. --B/1 1 ARM. tIRWODm 1 110N AT wa0p . i` � TENDER woo.1� 1%2• t t14. wm HAKE 2' REOtMtM Lill 1t1 WVR Wayne EDSTY/G co ' atwss 1' MHI-. PANEL LENGTH 1/tY-20a/• (SEE NOTE I KLOW) R�IIpO / _ll.. 77 7 + I 1 I I 2'.4. 11000 _PLATE II 1�.7/8Y • 3/32• WM NUT g2gyED _- U I WRD#ER 0 (BEYOND) 1114-/0 PAIELWIE � i 4 • 9 1/Y O.C. W 1 7/a MN. INRfJO® AT MOMOTH OF PLATE i^ + _ t ��YO��� O LIFE SAFETY PANEL SCALE 3/1111' ....-.... -.... ....... ......� Yu._� 3'/24 11 (ae NIxE 2 ODaq BIM,• SINS 1'%24 4'/24 ► 4 W/ OR we ®• ® (ems MOTE 2 ODOR) 3• MaO. 2•/24 ► V/24 r 4 (OFF kwt N SOJN) 9 EACH OAlI= COKORM FCMIOOD 3•-• t11 Al C4"cmm AIC M Or WA ':. SO IFJ7OB W 99YT 1• i (SFx 1CiGE] am SHM M) ,• wl. `HAP A S j .y"�•''-' Art• TFD OF iw : 1•imI PNEu (NR7aa11 fAAg) wIT AAtRi '- _ - - Pa6wdt IMnw maNlRlll P4lu PRO= PA� �TPARL -il iB z 'l• a/K -'1TtI HATE a A . 9B9r >atX>.�.2a.4D ,! I 1 •f 1&-No •� i-+t sv _-[ x -�11IKWT6 4D x L• _ 1 ._ 4e 2• _ _ UR 21IRj PWAMELtNTF (1fOyPC.1) L�,.- 9E NOTE 4 OELM +-' NDIE - Ir aTE 3 37 MR COKwEi ANIagRB: �YW. LO AT DW PNIN3)TgI 312mAE aN MET tfX FOR wa00 SCR-HIlIN t• ,� ERN 1/2• 1 I/2•' Mry F7K Kcww aN ow L9 St ] Id[ 10' • LAST PALL T] OR QW/ OR W/0® m • K OSTAtLfD At EALYI tAST PANf1__ ® TO K ONSUUFD AT fACN OPEM9NG 9VLi ALMNYS K RHpyC(D YF/ ourEMPRw D W L RWN N0i4volE TYPICAL ELEVATION FOR SF,�I�S 2000 ,RfaR° Tn Ac TYPICAL ELEVATIO(fOR DIES HOOD F""� ro a E-2 HANG STORY PANEL (1) SYSTEM � � O n101 E-Z HANG STORY PANEL (D SYSTEM onm or simLcrjm t ••- rl/4' Moan OAP /4• M. GAP 1/P M. W 1I4• ILL.ILL.GAP SECTION B -B �,T'~Do SECTION A sOant•-AF amW-I• (,), tIFFA4If1aM K crelee UNDO; E� HANG M PANEL SYSTEM OF PANEL + NOTEi.. �-e1l2 TRACKS AT P PANELMAIE PLUS 16' LONG (1), 2MNMIRL_Z SERIFS 2=: E - 2 HANG STORY PANEL SYSTEM CONSISTING OF PANEL • t�jAT BOSOM W/ PMEW7E5, Cont. TRACKS TOP a BOTTOM. (2). END PANES WNW. ALWAYS BE CONNECTED 70 EXIS}WNG &LL WALL BY MEANS OF PAFEib SHALL ALWAYS K CONNECTED TG BOTTOM TRACK OTHERWISE STOP SAR PANE1 tMTLS oR I SETS JMLW! 15� BOTTOM. END PANELS (Z) �O A 'R)YAT 4. �,EXCFPT (6,� SITYL K CLOUDED A7 TOP OF SUCH PAELS. SHALL K COHI%xTEp TO W , 41F-20x.7 4 S w 7,y� COO,TRACK. CONtECT ON SHALL CONSIST Of OESOMM ON WNG MIT on lI= (32) NNPD T 1fJ AS (3), W ETO PANELS ARE CO Tp N07E �TT+A1 1/4'h201J M3/32 NNW: HAiT OR 1J4`Ox3/4' Mn. THUMBSCREW INFO T BOTTOM LOCA7IOM Di FASTEN[RS MAY ME AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JDNRLY w/ 1r I.dIG AT JipTTOM BU, 00 PANELS ARE NOT GDINBCTED TO eGTOY TRAOf'� 7L STOP so •® EVOKE FLAT RANGES OF END PANEL if SW.L K PROVIDED M TOP OF SUCH PAk15, (t),INCASE IIAT ENO PATENS ARE NOT CONNECTED TO BOTTOM TRACK O.R. A STOP BAR (4), TOR OtSMUATONS WHEW FXO PANELS AID SOME :3;SPA ARE OOtECR.r S ONLY USED AT TOP AT LEAST TWO PANELS SHALL K CONNU7 0 TO BORE TRACK MOIOITFD 10 EIOSMNG SILL WALL iE/ui5 OF PAMLLMIITES. ONE NT[AIOR PANEL LISItMr SPECS t101Cr1 ON IIFRE (]) ABODE. IN SUCH CASE, CONNECTION OF PANELS MAY K USED ,p1NTLr w// TRACK ACT ATTACMRNG BOTTOM TRACK TO FALL To vol TRACK WAY OCCUR AT ANY PANEL LOCATION. w// Two PAI MAATEA F911.Ow11NG SHOWN ON ELEVATION ANDw/ 3 1/2• (5) SEE SECTION i'. Y a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, Men. EDGE DISTANCE. FOR THISCA NTEAIOR PANFi USED r wI GOES aAl11Mi MOT NEED TO K CONNECTED 1-0 (,2R7E BY ANY MEANS. TRACIL STALL NIBGUED Q A T( �N TWAT ADJACENT PANELS LEFT a RIGHT SIDE Of PANEL) MANE THOR CNERAPS RETAINED BY 3A; VGEN '•.Z FLORIDA BUILDING CODE h Voloal 11urF1oaM Zen*) E No. 4 167 L O70'0'B'D04 "` 20 LADE OALVARZED STEEL STORM PANEL CLAN N: * : m/2A/0Ke `> STA (IF . o: a PROTECTION PRODUCTS, LLC. Nor, , am SW. It Sim Will R. 112111. 1-Rt M 04-R•WAI" Ft.16 B6HiM•TL.a. FKz GpHN9�I/R7 20-176 •• v �.. P"1 wIt atq P hrt,SSION L �K, SMARTS Ht NNNNMN j' �W A i„ P tF1 - weer a3 er s INSTAUA►TION DETAILS FQR OPTION _#2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ][{ . TAPCON ANCIDRS / 1•r TAP'CON ANCHORS - i 9Oc o.c. "ifto CaNCRErE POUKO IXNCREE N%tC01YRL1E 9LOrA o� BIOtTI•' ED• ., j F.O.• 1 i I _ s GLASS IL I N �✓cam 1 I 1 i I 1 , I I i I -- - I --s -9,F -t0•0 PANV-Mlt PLUS Of - },a-To'A PANpyATE PINS w! Y . 3/3r WINO NUT WtSMElt `-.Tfb'A : 3/3r TOM *0 TIILSOI j e e t/4' 0.0 COL (9EYONO) .OR CONCRETE KOCK _. - dR'�'NwpRl etocN f4xK"M REOtfNim WALL Wou I iALLA'0!1!I F ALLATION a � PNEL • UFE gIAFE1Y PANEL SCALE 3/6•-1` EP A• Tu�SCALE 3/al AEIOOIR vm 1/4i_ "'. IS •: /l 91 MET IS K 6 IN ANCHORS TYPE 6 ' yi�'• CEN �- 91WK FOR OGTAUA7095 INTO WOOD TMm' v •(••:.• FREE 9 mom IR $$am •EDIT as 3 3 � ND. 44167 WIMN ANCHOR aPAL111CS AM WARN OK =VA" ARE mwm DN THIS •ow4 NMrr4W fMN a 3 : FLORIDA BULDR'IC CODE NI h Vdoo NAirriowm Zeta SCHEDULE fan ED. un INN DRAGGED /w PM "1 o-.r w� OU 3 3 1!2 � * : : HwINO,XIRq AIC SCHEDULE ISO= AkCPM 9WCK IN � i 20 CAGE GALVANREO STEEL STgBf PANEL MWKYM vocm 24=4 00 BCHEDIILE AMA V I= FAM =-4•'. TOTE rQ fI BY M FCLOPM FA MW FOR HMS OPUWMN 10 K FOOOLL NIA _ - _..-- '° -- _ � F�FHS' OR L PROTECTION PRODUCTS, U.C. Woe K I= TWA M HAND IAcm, SHUN Aar = i r %� � I L E C O 2M0. WR Ell *AHCq "1wEsa'�WIB iCl{AAE r +mplocAm- ,m �ynA ANAL '(,.�Wt�-�j ,`T i MOOMWS"R°133]�iiR' -- -- - ----- ---- nulHMt i - - l On m-� - am m•ol URMMRR-T6HO, rK: M+Mr-wT -1 i rRIM - - 21Mw4a f r.E fbL/lpYIUR/O1SF WILIWi`y.. AL own Ora T J■.HAL NOIFST HAND E-2 HAM MMW PANEL SYSTEM 1. E-2 HANG STAIN PANEL SHOWN ON THIS PRODUCT rALUATON DOCUMENT (P.E.D.) HAS BEEN VEWn FOR COMPLIANCE N ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA MAMM CODE. DESIGN MO LOAM SHALL K DE'R WWO AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS, FOR A WOW SPEED AS REOURM BY, THE JXRSORYEW WHERE THESE SHUTTERS WU BE INSDAL.EO AND FOR A ONEL•1MM kM FACTOR KA-0.65. USM ASCE 7-18 AND SHALL NOT EXCEED THE MAXIMUM (A.SA.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. IN ON" TO VERIFY THE ABWE CONDITION, ULTIMATE DES" WINO LOADS DETERMINED PER ASCE 7-15 SHALL K FIRST REDUCED TO A.S.C. DES" WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RA70M INDICATED ON SHEETS 25 a 21 IN ORDER TO VERY THIN COMPONENTS AND ANCHORS ON THIS PLO. AS TESTED WERE NOT MR STRESSED, A 33X OOMWW IN ALLOWABLE STRESS FOR WIND LOAD'S WAS ME USED IN THEIR ANAL FASTENERS SPACING TO WOW HAS OEM DETERMINED IN ACCORDANCE WITH N.D.S. 2015- STORM PANEL'S AOEOLLA.Y FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERWO IN ACCORDANCE mm SECTION 1626 OF THE ABOVE MENTIONED ED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT % 2632, AS PROTOCOLS TAS-201, TAS-202 AND TA5-203 2. 1,R5 SYSTEM HAS BEEN OESGNED TO K NSfALLED ON TIE OLlISIDE OF iH1E OPEtAJO ACCESSING TINE OPENING FRpI THE INSIDE W/O THE LSE K A L40M OR LIFT. THIS APPLICATION S VALID WHEN INSTALLATO6 INT ENDED TENDED TO K PERFORMED FROM THE INSIDE OF STRUCTURE. I SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION S REQUIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HOHIIONTM SLIDERS STYLE WINDOWS WHEN INSTALLATION IS R OW= TO K PERFORMED FROM THE ISM OF STRUCTURE. S. ALL X-LMP IHI EXTRUSIONS TO BE W63-TG All AND TEMPER. (UNUl OTHERWISE NOTED) S. ALL ALUMORM SHEET METAL USED AT CLOSURES SHAL HAVE 3101 ALLOY. 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLAUTY STEEL, ASTM A--6S3 GR40E W Min, GALVANTZED STEEL DESIGNATION al S6.5 kM (AFTER ROUED). 6, ALL SCREWS TO BE STAINLESS STEEL 304 09 316 ANSI SEINES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001E W/ 50 1. YIELD STRENGTH AND 90 HAI IENSR.E STRENGTH a SHALL COMPLY W/ FLOROA BUILDING CODE SECTION 2411.3.14 9. BOLTS TO BE ASTM A-307 GALVANIZED Si CH AS 3D4 SERIES STAINLESS STEEL WTH 36 MAI MINIMUM HELD STRENGTH. 10. ANCHORS TO WALL SHALL K AS FOLLOWS: (A) 10 F,tLSTINc PHXXED fDHCRETE 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY IT,W. BVIll MID. (MN. rc 3,92 pi 1/4• P K 7/91 CALK -IN ANCHORS. AS WMWACXMM BY DEWALT INC. (WIN. Vc-3G00 ill 014_10 PAtELMATE FEMALE Lilla PANEIAMTE PLUS ANCHORS. AS MANUFACTURED K NS ELCO COMXIIDN PRODLCM. (F.-3= P. J ) At) WA" EMKDMEM OF TAPCON ANCHORS MO POURED CONCRETE SHALL BE 1 3/4• AND 2" FOR PAWJJl FELINE 10 a PANEI.MATE PLUS. A2) MMMA EOEOMELR OF 1/4.0 X 7n• CALX-IN ANCHORS SNAIL BE 6 7/8• INTO CONCRETE, NO ELOMMEW INTO ANY F"SH MATERIAL SHALL K PERMITTED. 1/4- 0-20 SS SIOCWALK BOLTS USED SAIL. BE LONG ENO."SHOULD ANY FISH MATERIAL COST) To ENGAGE 3/4• Nit ANCHORS. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS K TOUAO ON THE EXISTING WALL OR FLOM. ANCHORS SHALL K LONG ENOUGH TO REACH THE MAN STRUCTURE SDIIND SUCH PAWLS. ANCHORAGE SHALL BE AS MENTIMED IN AI) AND O A.2). (0) TO EXISTING CONCRETE BLOCK 9YLL - 1/4. 0 TMOON ANCHORS AS WMAKMRED BY ITCH. BUILDE11. INC F - 1/4. 0 X 7/8- ClANCHORS, AS YANUMEWALT CTURED BY DINC (Fm-1S00 ail l.) - I14-10 PANELMM FEMALE 10 ONO. PMn MATE PLUS ANCHORS, AS MANUFACTURED BY ECO CONSTRUCTION PRODUCTS (H'nI-2G71 P.R.i.) w 1POENoon o mrNo flt A[w�OwO �I AIO.A4 It DETAIL. I SEAL 1/r - V at) MMMUY DO[ MOdT OF TAPCON ANCHORS AND PANELAATE FEMALE 0 a PANIXMA1E PLUS INTO CONCRETE BLOCK SHAL BE 1 1/4' 12) MINIMUM BMMM I(/ K 1/4'0 X 7/e CAX-N ANCHORS SHALL BE S 7/0• INTO CONCRETE NO EMSEOAEW INTO ANY FINISH MATERIAL SHALL K PERMITTED. 1/4' 0-20 SS SCEMA BOLTS USED SHALL K LONG EMOUG l(57HgAD ANY nel MATOW 0" TO ENGAGE 3/4" INTO ANCHHORS. Ill IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN Ill AND IN Ell c ANCHORS SHALL BE INSTALLED A1W.L01WHG ALL OF THE RECOAIIEINDATIOS () AND 9+EpF1CAiOMg OF THE ANCHOR'S It R STALL BE THE RESPONSSNM OF THE COWRAcmit TO VERIFY THE SOut4DNM OF THE STRUCTURE WHERE SHUTTER 19 To K ATTACHED To INSURE PROPER ANCHORAGE- IN* SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 0R WOOD FRAME KXRDINGS. 12. THE INSTALLATION CONTRACTOR S 70 SWCAULK ALL 9HWUrl COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT W91D/MM INTRUSION, CNIAX AND SEAL SHUTTER TACKS ALL AROUND FULL LENGTH. 13. STORM PANEL NSTALLARON SHALL COMPLY WTH SPECS MCA= IN DES MWM PLUS ANY BUILDING AND ZO,AN6 REGAATVG PROVIDED BY THE 4JR60OCTION WHOM POW I9 APPLIED T0. 14, NW" WINDOWS AND DOORS. INC. E - 2 HALO STORY PANEL SYSTEM- S PLOW PliI.BIB. 15. (I) THIS PRODUCT EVALL47M D=MEM (PLO.) PREPARED BY TIPS ENGINEER 19 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A in SPECKic Pocull La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (6) CONTRACTOR TO K RESPONSIBLE FOR THE SEUXTON, PURCHASE AND ISFALAl10R NCLUDONG LIFE SAFETY OF THIS PRODUCT' BASED ON TITS P.LD. P0.0VOEO Hill DOES NOT DEVAn FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT 5TE IS THE CONTRACTOR'S RESPONSSKM (c) THIS PRODUCT LYALWTION DOCLWW WILL K CONSIDERED INVALID IF MODIFIED. (•) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A FLORIDA KEO ICED ENGINEER OR ARCHITECT WHICH WILL BECOME THE QIGHEER OF RECORD (E.O.R.) FlDR THE PROJECT AND WH0 WILL K RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER of RECORD AC'TNG AS A DELEGATED ENGINEER TO THE P.E.D. DO1NEEt, SHALL SORT TO TINS LATTER THE SITE SPECIFIC DRAWNOS FOR MrAM (0) THIS Ill SHILL. BEAR TOE DATE AND ORIGINAL SEAL 00 $U"TIIHE OF THE PROFESSIONAL ENOMEER OF RECORD THAT PREPARED IT TO. STORM Pill MANUFACTURERS LAM SHALL K LOCATED ON A WAIXLY VSRE LOCATION Al STORY PANEL N ACCORDANCE WTH SECtIXN 1709.9_3 OF FUMICA BINDING CODE. ONE LABEL SHALL K PLACED FOR EVERY opDwG. LABEUMD TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COOL INSTALLATION QgTALS FOR SERIES 2000 AND 1000 E-Z HANG STORM �,qAAlppPANEL INTO POURED CONCRETE Qg,COCRQE BLOCK MWIRID� "•K•lR �. oeMOMLtc Asro4 4 `j'A \ La$aIWWHo®IMAc WALL AND 12I= 9 IWOL • Nj W WX 9WM1Ga1aHN RDa19B01¢ FRR uNAKgaF MII A, tar K R(QL q ry] V MYa .T t00�IM Baal' �9 .acWwaN mE a Rlsr ss t2y� �a''3,d�j >�, e1WMYwaK N. I1QmK /0A • 9pT,OM YM:,ff" ON K TO �YNNm W AA' ILO RAPT ANY ,91NLADN. EA - On M.= ($a044 " aM :aO19a1MAN"Wa ffilJID-Duty, ►HST. SECTIGH 3 SECi10N - SCAT 3/a-1' al Vill NurdoarH a� a� CIO cu O U N N CL O c .� ca-a� U W =3 O cu N 0 0 O co O _O CIO U- 0 > .cn 0 i -clu- CD 0- e< Q Z Z W J c -O A MJ t C2 14 G � V LV ' ` 66 7•C I.L. Q N O >" 4A C M Q N 3C 6�3 W l0 y Ca .L7 C O r O a w E C O O V to O ar �J O 0- a< U CIO _0 ■ V! W = Q Z Z Q J a SHEET NO. SH 1.2. „ ,.. ,. „_ ., ,. ,., , .,1,-, ���•Irt-IN9�ImtArwar11ns1�EwN 1mE (rl}.,B . 1, 1 1 I __1 _ ! I I -- �n��11i}���19 B��N• ��� LMyAAWMN - A.S.D.j. D MiNO3 � , m . (IICEPMp� M,RI,A1 RQN 10 COPIOI,IOM AP►t1GBAL TO SSPPCGTT 466.0. -753 70' tR Li93 2 vie BOLTED • 1'. T. 3` 1IN 2 W . 3-W .66.0. -73.3 t9• De LESS 1 2 7/W scum • i At .•W BOLTED w/ ♦. Tm � xx r.1M. IF WW,wI P, i,.enlP/ IF.vw v H-r wA HSH.A.Hn IE1151RED of PANE. r a,. I Z•.: 1 L-j. 'Mi,1 • r;. 711 •!:l All Mr. . T.- •. .At:.... L-c. as MATmMM ASNIA OiUAESION MAXIMUM ANCHORS SPACING FOR L D . 3 i1V •' APPLICABLE TO Numm ANY/„W� or 71EH MAW" PANELRATyRHFf. TAPCONS GAIN MALM,E FEMME 0 PAAEIAWE NABS TO rn4o1LTE m WNC,EIEcom KM TD Comomm am lD OOIIOMIE I' sLaft 12' N/A 12' N/A 12' N/A 12' N/A 1' & 2' (TOP) li, 3'* to, 3• 5' 4• 5• 4• IV BVITOA) 86.0, -753 12' 3' 12' S• B• 6• or T ( ) i +* 70' OR 1E55 N/A N/A N/A N/A N/A N/A 12 1/2' 11• 2• (BOTTOM) r N/A 6 1/2- N/A 4 N/A 4 1/2' N/A S (TOP) ,2' N/A Ir N/A 9 1/2- N/A 9 1/2• N/A ]' (BOTTOM) ,2• N/A 12' N/A 12• N/A 12' N/A 4' (TOP) 12''Ir 8• 12" 9 t/2• 12• 11• 12' 111 4' (BOTTQM) &MINED TO 66.0 p0. A3.D. DESIGN PRESSURE MTeNC »FOR ANCHORS TYPE & SPACING FM INSTALLATIONS MM FOOD 6 BEE BIRSTFWMKO AM WMKW AI,TMOP BANCO= AO MO•MW EDGE OM M M ART t10NJOW ON THIS SMWDULL MO ED M: THAN MO[WO ON SORDMZ M MCi ANCHOR SPACING BY MIUALYING SPACING DOW ON SCHEDULEIFTHE FOLLOWINGFACTORA. FOR HNB INS OPERATOR TO POL "Do90 SPACING Conow USING FARMSMALL OffBE LESS TMM WWMAII SMCMG NDIOTD FOR EACAH ANCHOR TYPE A MICRONS 1ED" 1/41 1 1/A: t/A•- t/4i ANCHOR TYPE T1FOBa 1p■OT INKS[ aNAbW e9t a mm amW Dn) 7 3 ] 1 Y t/A Ma.4wM in, C. wM 0A3 d 3 3 a gp1wL SAaAI. 11M NPHi 3 AIM d1/2 40AL 'A r I 1 + ' aEQHtaEs Mat 1N6TAHLZ BETWEEN BOTTOM OF PANEL 1 Tom, oe ® TO BE 1/2• 1 1 ++ 1NlAmn Mat DISTANCE B romm surrom OF PANEL 1 AND ® M BE: 3/11' 1/ee. BUILDING COMPONENTS FOR REGULAR, UEE SAFM & E-Z HANG STORM PANEL SIMMS (SCALE 1/2.17 _. _. -1 .1 K /� S 25 ROT wD[N)� e~IMq AMKim ,� ----. ----- 12.500' (EFFECTIVE WIDTH)-- - - (-�.� .193 I .-.750-. 8 GL - ---- - ` -- .__--, '', 3741., A2S�'-- J to AMALL a B ,/4• - _.5 1/4• (TYP.) F_ OR a 1P 1/r ac PAY SIT MMt=) -,�„ 1,,',p•.-. ,...,--1.350' 1250' W' : I) 10' •'CIO A C� ODtr IOU THOU I6E }.: 15 �\ s.3')s• 1.671 GKw �J ll"I /.'t '0• ..054•EDGE HIS, la,s- I R CADDIE 50 MN"m •� �• 1_---_ � `� D-60 OKV. EDGE J .(M+' X.sao•--1 �Typ,) --DETAIL A 1w _J ____. ______.________ .37Vi.- .) Q1 STORY PANEL E - 13sD -- W" A r-� - _ -- 2.000 -- 1 330' PANELS SNYL BE ALSTAIlFD ALWAYS -- 2.301' FROM LEETA NT To T6prt r/ ,n' EG O ■H■ O wi TRACK UAL ANGLE WITH STUD ALIT AT IEiT 510E OF MOM / TV. TOP -/ i 1 OF PANaGALVANIZED STEEL wt m s D Le" • .375 �6.2�70 Y vim, • N/ H♦2MED ME"Aw 4D.OS" N M■ t 33«1 -... .270' 1 -.0.623 . _ 0.375 _.'.._.._ - - _V OR V 2.250• - L4WV TQN` ViEW DETAIL A Y 1 ,33'T �r -, � - 7-____ 4 ROUNDED CORNER 0 ENDS OF PANEL'S H . 46a .O6a' - ENO UP W/ HEMMED EDGE- l . __-.. .05,, .125' 1--2.375• --- (N.T.S)�f-��-T or PANEL �00- 1 W, om. s KEY HOLE WASHER s.7l0' .oM' tT$7- {0�'a�'pgI 1 O3t�os-H,s4 At.lw. ALLOY © KEY HOLE AT PANEL N-.7s0•_ M Ya>e= ,.. PSEE TGEE1 6 FOR AOINtONAL 2A24" • .513^ LAITTVION6 IF SLUE tEORI a 1 .760i'. .Wt• _ 125• t_ ONLY VALID FOR R6TAAA77Ga INTO t.2S0• 1_. 3�5' O �Ay AEy�y■ RYp,) 6000 S1RUOn61ES. L _I 2.000'---- �0�6L 2.000' 3.750- e..t 15'-((-.. )1 ,.050,0 �' � \`lJ/ 7 • O REV. "H" HEADER ® -U" HEADER ! (- )) -� -t' WIN. ro s' ue,t. I ® SLEEVEVE t" MAX, ---x°00•-- •fig tQ PANEL HANlE6 NTDel-TIE ALLOY ■ .374• - -- --3.oW ze+� --,1 1Ep A .TI((./r L1, 1 f 4 WIDEN a.+'�' t�r (USE ONLY FOR E-Z HAND S10RM PANEL -I 'wi.'1" ,�' : vCEN•'••`•Li SYSTEM) 6063-TS ALUM. ALLOY 311- . Se !'• A7o• 27S• -1----1 I ) No. 44167 FLORIDA BUILDING CODE Eon fth Velocitym HuGOm Zorw ,, 123'1n ®DIN ® .6m1 TOM INC, 24 CAGE GALVANM STEEL STORM PANEL rp. 0VWN W, DBe' p,• 1rP L WO STATE OF t7TP.) L . �__ , „a _ _ _ - 2' 's p'., R G 'I). E C O IMG. MN& PROTECTION PRODUCTS. Up IM 41w Lr. 6t ItISt7 4t WMt R ,F&. a rra eH/Yt w w••1ri. alE. L. =14 20-175 ,Hw ,MINP1-,.e.-AwU.H-,m Mom 0M4)/66-ma. FAa NWmm-e67 i� BUILD -OUT wF" O4 BUILD -OUT "F" TRACK O R ® IE ALLOY) a-=Pu - a. Nt ., TRACK ANODE aRrw N. PE YK/Wa4 LMIA ME III A ,r..l - H . E er19 ALTERNATE CONCRETE ANCHNIS coWUHE AWI ORS_ _,_ TSE SCiECULE LOCATION OOSTIMG POURED OOMCRE4-__ OUSTING POUM CONCRETE-- � SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SHEETS 9 THOUGHT IQ} CONCRETEBLOCK REaARED. y/ , REQUIRED. TERMIE LEG CppNCIKIE/��EYDr/EDtAri> - 1 CONCRETE L LOCATION (SEE SCHEDULE OIL SEE7F ti 1/11t' iQ IIIaNAT1 MW �1 IAIN�.'f `�+', I1/4' I / �I AP --t' ,v-� -tIM •BIRDp SS. / ,M M1.S�W 1/2• _ / 1 7 ` it a1r-la,' s LaLa w A "1 YARN O,fW Y-17 i• KIWI. uOrm pmm- � (SEE SCHEDULE - r- am SHEET S) I SEPARATION TO Q^96E 1 I , ` ON SHEET 7) ; OF - 1 �) 1 V IT I Y I OF OR SLAB D 9/7� WALL t. CONDITION) CONCRETE ANCHORS (SEE Sommu ON -.-- SHEETS 9 THROUGH ,0) SCALE 3/8.1• cow -am ANCHORS /r= (SEE SCWOULE DN 1/r --- ----- 1 SESS 9 THROUGH 10). -N ED i 1 1 f 1 Y ED,E. /Lb - ' ie _ , -W///V •••��� • 4 Ip' ae '- /�` ri!%//)J/ /�!�/j ,b ;, O L MLEaMx.ON SCHEDULE ON SHEET 3 _I9BL SEDATION A TO GLASS, an SHEETS to TO GLASS i 'i/1�.aA'I SCfET 3l)F i --u LOALIf` SP� tl) '(SEE samimu E ON ,I I ) I .' At M1 MIND. i•Mat r.--_,t.-.-.- jam-= 6NE Fa1RWBL _ LENG pAEi TH SCHEDULE I ON SLEET 3)3) KI 04AS5 , I 1 i i llJ O MX i�hj i t Ewx D of I. - ---.L _ J E b -LARpIGTN i ,A N --- - CONCRETE ANCHORS �i '^� - 4,EUlw/r° CONCRETE ANCHORS ( 1 (HHEEETS 9 TNROUGHDA ( SEE SOCKU � 10) / ® M s 0 THRW6Hto) :: ®2 I/W LONG MAX,ALUMINUM SPACERS 0 6 1/4' O.C. VALID FOR FORMED CONCRETE ALL DESIGN LOADS AND PANELfJ ( CONCRETEBLOCKEXHS704 POURED CONCRETE LENCna PER SKEET 3. OR COMC*ETE /j REQUIRED.REGAR BLOCK� ,• MAX, LONG ALUMINUM SPACERS 0 il,✓jl.-. '12 r/2. O.C. (SEE TABLE f1 ON BEETS 9 ! 10.) WALL MOUNTING I R Z MQUN7 W/SPACERS (M OR sCJUE 3/a-t' Sl7WE 3/B-1-1•¢ NOTE FaR t'1LIBLN_AT1DN (>f SECTIONS: E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Ts: I�MAcn •. E FLORIDA BUILDING (ODE Wri h Velocity Hu -0Aare) .44167 II °fm0 a1B0D " 24 GAGE GALVANIZED STEEL STORM PANEL Fs. oWal aA v: STATE of; F77r _� TL ECOtrc. AL PROTECTION PRODUCTS, LLC. p6� y9'•. v am Lw. II WNW 20-175 A`- . a.P-aL NIL' (96eAm".7F OM INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-2 HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES ,/.•+ • LAG AG SCWEWS r oz. W/ 1 , OPE 0 PIO4S1MnON �.p M,, 1/4'P MO ZfMn III 6' O.0 W/ To LASING B000 HEAIRB. �r� - IEAOLR REQUIR I DOO 1 1/2' Mn. THINADED PEMIIRATON A RAT OR ON am TO [XaTeAT wOOO HIAM. f140' SANS. 1 a EA END D (D LAG iCIISS a V O.E. W/ •Y71 rs[E mAa 1/7. a 1. fi ANAL- _ _-!_ -- .'.4:.,-•�m�`3l!'>T..a... , 1UPS womI iEMU, POP W47 OF EVERY 0 2 I/tr Mtn SEPAI4IAIM SEPARATION 1//.'r-2WJ/r To CLAIM. /BYJl3r to GLASSEym M]/3R' p ' WING MX • EY NAFOVEAMIN A [V[RF OVORAP �N } M I ^IN ! r j e ry 0 j \ , 2 T A-•- A• S N/ I 1 4'iM%AElAMiE fTANtPINS It// E a L MIT NF n ✓ ii �� NOR TA BOOR) �POEIMtONa IR ,/R' OC t/4•I LAG summ • e OS. W/ St MA THREADTO PENEVAMON a MOOpO R REWAR® I' TQ pPALNAN RATE P tiF o 0, MT OR ON EDGE IWL PENETIb,11DN • 120 OW wi z l%k ALTERNATIVE 2'1W NR oN SCALE 1/17-1- ALTERNATIVE 1.1w �ALLATONS ARE ONLY VALIG FERN BUILDINGS WIN &S O. DESGN LOADS ow.. UP TO +68D, -75.3 pet AID PAELS LENGTH UI To5u2- FOR MEW WOW FRAME CONSOLUCWN W000 MUNIEWS M SE SOU TNSN$ - Pok W, 2. W/ SPF= OD6M OF 0.56 OR EQUAL B�.lkWOW .0400, IEq�E 4®0PAs tW0 Op R6TRUATIDM T1'�[ O'ISN SpOLTOL'23 Am ADO ON i ALTERNAITVE TOP NEADEB WOOD FRAL TOP & BOTTOM IOU HINDS CAN BE COMPAQ) N ANY PAW TO SUIT MN WSTAt1AT10N. SOUL- 1/4' . i' NOT - SAITTER TRACES NOT SHOWN FOR LIARRY 8f IA BRAWL) fMTION V,etM bouno 9'D.C. W/ fT MN+. THEAOQ) PENETRATION 10 Ex*"C WOOD HEADER. 4•�-20. 4' M.S- NUN ♦a t2 Oc 4 D-K f11H0• SAIS. • EA ENO OF 0 Y� (SEE OETAL 1/24 A / C AIM IA 1•-� S wo00 WEN" wou"m 1 2 11e7 W TO GLASS , 7WI10 MhA a- - EVERY OVMAP W f -1 W/ 7AtT 1M /E'IC L HU1 OR 1 a2dE3/a• iRf 1.250 tpR ,A EEINMF) `I NUT f ,2' OC t/.'e LAD SCREWS • 6' O.0 W/ yl (1 2• t 1/2• MIl THREADED PENE1AAtI0N • YORO1I OF PIA[ A'ORoNTIME INSTAUATM ALTERNATNE 41W SCALE I/r.P FLORIDA BUILDING CODE (NIOh VWI•N)V Hurrieanw fond M .awtozzamm SCNEWLF ONLY FOR 2/4 11w%B 2W/G. swn ! 4BW/7 mm e IN4s�raEATION INTO POURED G^�GoETE COIIGREiE 9LE><K B WOOD (t) 3. TAUT mou -'- --- 14MIS MOM o• 10 AT 1) � I MR. 1 MN. �- 1' MR. . SINGLE PANELSOJAIIIFX� 'trf)mxm� Al EACH6 0 0 Ai TOP OR BO7TOY Be WRN TRAM (Si_O' O' D.M.. 2 3 4. (-T�- �-r r�-�-r-r�---r r-� ' T- r-1-'r-r-r-7-T-"r-r- T T --r-7 WITH TRAM (21011118 « DIRECT MQUMTED AT EACH ENLI'0 MAXIMUM PANEL LENGTH L+" OR "L-' (N.) • MAXIMUM A.S.D. PRESSURE RATING (P...l.) (+ a -) CONCAVE ! WOOD OWNAATOa t l+ M Pao tr-,. 121-0• 210 W-W II' -a' jag Ir'-:e IO'-P• 3" /0'-/0' lo'-O- 4aa f0'-J' 9�• 45.0 9'-6' r-P' Sao r-4' as.o - s'-r a' -a' Sao 1'-J' r_7' _ _ mo 7 I' r-0 no T-3- 01-10, Sao Pao 05.0 10D.0 e•-s• s•-rr IALO 1e'-r ra• I lap r tQO S•-6' i HAS a=a' MAXIMUM PANEL LENGTH NL+' OR NL-w (ft.) 0 1MIMUM AS.O. 0m polesum RATING fM CONCRETE AT WOW SMIUA706 t Rao 14•-4• r3=0'• 230 fr-10' ri=r 3D0 Ir-e• ro•-r So NO'-Na• Y'-D- A" 9•-e' 0'-2- 410 P•-1• W-7' Sao #•-' a-2' SOLD W-31 r-P- Bao 8'-0• 71-3. foo 1&0 Y.y' a• -IX• 710 71_0• 6'-a- Sao r-o• 7-s• ea.0 7-a- 6'-r we 9-9• s -X Pso a-7' s'-lo' Two r-3• a'-r raS.o e'-3• s•-4• rJp.o - s'-r• 113.p - I'-10• llP.e 4'-a• M AN N SEPARATION 70 CL40 SCHEDULE IIAXWRM PANEL IDNDIH WIND SPEED 4 170 m.p•h WINO SPEED a 170 -#A (in) UI6ISITiM n RESTRAINED UNESTIMIED REPAIRED 30 OR LESS 1. 61 6 1/4- '33 70 90 ,• ,' 7 1/2• 7 1/2- P90 To 145 1• 1' 7 1/2• 7 1/2- >145 W t• 1• - 7 1/2' [©]®®®®� [O]®®0� �CaI TIT,..•°« .`. ,.>• a®®�i�a� IQV. U or ® f J I t _.- �E UNBOLTED PANE1,5 ___ aa.Tm PANELS w/ ( AS s. Ms. BOLT w/ d0 EA OVpNAP. PPUC(SEE SECTIONS AS APPLICABLE) i III e41 "', I - -- o - 1-1; - @Or® wx -! - 1-.. ._ ___-3• MAX MI --,• N. (/4, 3/4. Ns. 5,/5 3W/7 & 4W/7 _--AW110WS (SEE SCHEDULE ON SHEER 9. ,o !11)- REGULAR STORM PANEL n ELEVATION N.T.S. 1/1' Mm QM M (Wk OEAAP ll AHME WILL ) T SECTION A -A N.T.S. MORAL (t) L+. MLL W BLE PA L. ND.LOOM LEA19M FUR A fAYEM POSHIVE KE ABA DESIGN ON LOAD.. l-. MAXARL ALLOWABLE PANEL ID4DIWL MR A W1E/1 NEGATIVE A&D. DESIGN TARO. (2) PROfFDURE to DETIDTIANE rAAXeRM PRNQ LB4ont ONDI A POBI,IYE RSA. OSAN LOAD, FIEfER11ME IIAOIIUM PANEL LENGTH 1+' FTNM SCAR OWN A NlOA1,VE AID. OEBXN LOW. OE7EIN9NE NADWII PAIEI 127DIH 'L- FROM SC FINAL /AIXNNM ALIDNPSLE PANIEL LEtiOM IS VOL TO THE MNWK DEifl6slED PANEL L BETWEEN 1+• AND % (3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR PMM,V OLVUFTCJLIIOMI. I NBTALL006 INTO WOOD A[ LASTED TO 1 95 P.0 MAX DSO. DESIGN PRESSURE RATING !, to ! IT RM MAN. ASS. DO= LOOS ! MAX. PANEL LENGTHS FOR 'banSTAGED a is LIED. ' *y Pt 44167 TATEOF TF�--�--- few TLTQAT. 4IC CO..._ L E V . 24 GADE GALVANIZED STEEL STORM PANEL FR. PROTECTION PRODUCTS. n�'PWL 20-175 1tMA,NO Nw yo�FS •. ti•-S/ ORIOI • 4G�}' 20 :... itlG\ � Ra 4r ! a ere,w wV ®W N A M •1--. PO�-Ha��I4e W1-,M1 OVA6 FL mm to. T�'�4 P,IYI[1 (MeyIN`TeN, fAt WN)!i-17IT - INSTALLATION DETAILS -FOR REGULAR PANEL (1) - INTO WOOD STRUCTURESSEPARATION WOOD ANCHORS+� 11 (ON SEE SCHEDULE I{1= TSEE SCHEDULE ON �� .� 1NTH-2oH1eA IaTs ' SWEET 7) SWEET 11) - 41 '- 4 1/r 00 (WNW qM WF4 THEN a9 7-r) L LE1 TM WOW 1EAQER ,DOD ANCHORS I�''} -.. 1 (SEE REQUIRULE ED I'AI �. (SEE sa OtA8 ON t/4. 1 DN SHEET I F DI 1 SPACER SHEET ,t) U \ 9PACOR � a t - /2« MAx. of i _ _ L2)NOTN aIAL tS/ _.(._....... } WOOD WADEl9.. 1 , U, I N EO} 2 I REQUIRED i i ED I- MAY, LONG ALUMINUM SPACERS 0 12 1/2- 1 O.C. (ME TABLE /1 ON SHEET 11.) SEE NOTE - BELOW FOR LIMITATIONS FOR MAN. ',�I 1 1/2• LOW BLEEVES. PANEL LENGTH v PANEL LENGTH 1 (SEE (SEE SCHEDULE j_-. ON SHEET 3 - �! .-PAEl MATE FEMALE D OR PANEL HATE (OM SHEET 3)E 1 •_ _. L I' PLUS (SEE SCHEDULE ON SHEET 11) 1 1 ON SLEET 3) - -- p. - ,/a'P-a1r1• N L i YM. SEP�7LtBRNO 2"0' WOOD EXSTIMf. 4 1 mH Y-r) MARS'-•--87-(� 1 PGTE REQUIRED SCMEDULE CA/SS ' j ON SKEET 3) L .... at AERS ALTERNATIVE 2W jl 1 ,�-1--- E 12 1/2' D.C.DIRECT SEETABLE I, ONSHEET I, FOR MIL. PANEL LENGTHS & L- MAXI. A3D DESIGN LOADS FOR TENS INSTALLATION. C, ED- 1 MAX. r � Elo I 1 WOOD ANGIORS * * TIC , 1-------_--' -LL---) I TAGGEmExtI i SCIEDlW6F ON WAM M Mw ME I ITT LIDO F. t_ 1 I SHEET 11I (1) R6WA KM a IN= W A ORE NOUN I AN= mm IS-W I If -{���) I WW KIWI AQd MCAT (DIE a A I0wC110M T1w1 ANY 1•V4• WOOD I OA=ic me" aI�IILT WOOIAIED OM 9QT /!). _. PLATE REQUIRED , 1, _ HOOD AMCNDRS ,' NISI. SOWW,ON 70 INAw RaIOM® ; y h . - '�•x4' WOW ;i i .-STAOGERm w/ STUD6N WENT a MAY eE Ilmtic® 10 1/4• A/ i PLATE REQUIRED W NWr MATE P11a1 7WwA YT ND~ANw41M 6 ,�/r�at.W _ I (SEE BOHEDULE ON ��WE Owlo OOMWOIa Aa - - OWRE O A RSWKTON FOW ,2 1/2' aG, tRWC3q AM10wFD ON SKEET tt} OIQT n- (1) wxvm ISO aolalµreRIBLIE (3) MAIL 2• GII PA6 LSOM 6 UMM 10 Se AT AM 010M0 IL a A innomm Few LAMM Ma LPN" ALUM oN , - (2) WARN Sim Pan umm a WALL MOUNTING / DI CT MOUNT ow am 111 Ire� LAE� �RNAUVE Z(4) 1 I/r UM WOW WAUM IPA MOLL K a MOM ON WALL. MOUNTING W) 1RQM01 RNFOL 90NAtAION IS ow E 3/9�1• aRT s IMiWN11" OF t t/T LqO 11W10t M OO -1 NN0 AN 6b{WAT W= FMME WALL M/O Pal WMO 7A10 1. 2 AO 3 M Bonn= of AM AO tNE 26N RM FnNOiN) OF TIE EIORIBA SCALE 3/6-l' (4) maimummm We OILY MR w0 @ULM CORE non 11. 2 & 3 "M ARIN EIsm-ft fQ A. "�(2 .. Yr FLORIDA BUILDING CODE Mon High Woolly HurF)cam Zone 1. INSTALLATION ARE ONLY YAuO FOR MAX. A.S.O. I ND. 44167 ° wme atom. INL 24 DACE GALVANIZED STEEL SEORN PANEL F.F. ��C��N DESIGN PRESSURE RATING (R.6.1) AND PANEL LENGTHS �IXN11I erBr. TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -q' m/n/1e16 COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') yO �� I L E C O I Nt.N '' • �'- F=ORIO & 4em SRN. a1 atW1RT INSTALLATON. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MARL w 3a'" 20-175 TO BE SOUTHERN PINE No 2. W/ SPECIFIC SJ .......-'� u� "`- �•��A--'MA . M • L - " � NIwM.P-P •. r MNWO N,c MEMBERS �. 1 OM 1,wL DENSITY OF 0.55 OR EQUAL. AN IYLIEII IA,. Pi F ow I or IS GENERAL NOYES ��n 1� .4. tR f61¢lY! 62 IWai SM• MIa3- (C) 10 pc!im woo :I0 SPECIFICORAINTY_ ,. STORM PAEL SHOWN ON THIS PrtODUCT ILVJUA7NXN DOCUMENT (PLO.) HAS BEEN YERW7ED FOR COMPLIANCE IN ACCORDANCE - 11.1 TAe1CON AMCJWRS, AS MANUFACTURED Br L1.W. 9U1UXX, INC WITH THE 2020 (701 EDITION) OF THE FLORIDA BUILDING CODE THIS StORM PANEL SHALL NOT BE INSTALLED AT KOH - /11-10 PAMOYATE FBI" 10 NO PANEI.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CM61RUL71014 PRODUCTS. VELOCITY HURRICANE ZONES (MIAAI-AAOE / BROWAAD COUNTIES). - I/4•0 LAG SCREWS PER NO-S DESIGN WIND LOADS SHALL BE DETERMINED AS PER SWITCH 1WOB OF THE ABOVE MENTIONED CODE. FOR A BANC WILD - 7/IVO . 5/r WOOD BURNING. AS DISTRIBUTED BY ALL PONT SCREW. EDIT & SPECIALTY CO. SPEED AS REQUIRED BY THE AOSOIOTION WHERE STORM PANEL WILL K NSIALLED, AMID FOR A DIRECTIONALITY FACTOR KC.085, USING ASCE 1-15 Mo SHALL NO DXCEED THE MAXIMUM (AS.O.) DESIGN PARE PAT"" INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS 3. 9 THIRD 12 ! 17, 18. AND FANEUAALE FEMALE ID IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED PER ASCE 7-16 SMALL BE FROST REDUCED TO AS.Q DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX: (AS 0) CN) mm#muM THTENCFD POETmITCN OF UAG SCREW. INTO THE WOOD FRAME UNIT S1MLL BE 1 1/2' NO THREADED DESIGN/ PRESSURE RATINGS INDICATED ON SHEETS 1 9 IHRU 12 & 17, IS- PENETRATION INTO STUCCO SEAL 8E CONSIDERED AS PART OF 111E RE'OUNED THREADED PENETRATION.. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS 7EW WERE NOT OVER SIRES=, A 3A INCREASE IN ALLOWABLE S,RESS FOR WWII LOWS WAS NOS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETEFOAR O IN C-3) MN ULW EDGE DISTANCE OF LAG SdB:VIS, INTO WOOD SMALL BE AS INDICATED N THIS DRAWING ACCORDANCE WITH N.O.S. 201 tl. STORM PANEL'S ADEQUACY FOR IMPACTACT AND WIRESISTANCE HAS BEEN MERITED A ACCORDANCE WITH SECTION IW9.1.2 OF CA) MRS" PENETRATION OF WOOD BUSHING SHALL BE S/S"t/4' •-20 SCREWS USED SHALL iE 1 1/T LONG MINIMUM ST THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS f08,4,DT-01 AND P0211142-09, AS SHOULD STUCCO EAST. AND 1' MRO" IAA WALLS WITH NO STUCCO. PER SSTD 12-29 & ASIM E 330-M STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 01123.01-10 AS PER C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STWCO OR WOOD 00M1OS BE FOUND ON THE EXISTING TAS-20l AD AN 7AS-203 PROTOCOLS. D AS PER GN.CULATONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE WALL ,ANCHORS MOLL BE LONG 04OWN TD REACH THE MAN STRUCTURE BMW SUCH PANELS. FLORICA BLNLDING COO ANCHORAGE SHALL BE AS MENTIONED w C. 1). C2) It CA) RER. 2 ALL ALUMINUM DFRUSXCNS TO OE $063-15 ALLOY AND TEMPER (UNLESS OTINLATW NOTEO) SEE SHEET 2 (D) ANCHORS SHAUL BE 061ALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3, ALL ALUMINUM SHEET METAL USED AT CUDSLIRES SHALL HNE 3105-H14 ALLOY. 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTOR 1 TWOLOW 6 (SHEETS 4 4. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRACE 50 MINIMUM. G-60 GALVAWZEO THROUGH 5) EXCEPT THAT HEA©ER90 &(D SHALL NOT BE USED, STEEL DMONAMNN W/FY- 92 2 b, (AFTER ROLLED). 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE &*"I" IS TO BE To IMSLIRE PROPER ANCHORAGE. TINS SERER SHALL ONLY ATTACED TO CONCRETE BLOCK OR W000 FRAME BULOROS. S. ALL SCREWS TO BE STAINLESS STEEL 30♦ OR 316 ASt SERIES OR CORROSION Rf51STANT COATED CARBON STEEL AS PER DIN BUILDINGS. SWIMNCI G 50 Yai YIELD STH AND 90 Mr TENSILE SiRENGM AND SMALL COMPLY W/ FLORIDA SLALOM CODE SECTION2411> 3.4 .3.4. 10. EACH REGULAR STOW 7 PANEL IMITHIVEL LENGTHS OVER W. AS PER SECTIONS S L 4, 5, 6 AND ALTETS4lITIYESi 1W, ]W E AW ON SHEENS 4, S. 6 & 7 RESPECTIVELY. SFIIM.L !NIX A IICBIE AND READILY VISIBLE NATtlUNG MISIPUCIX4B OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASP M4 SERIES SIAVAESS STEEL. WITH 36 Mai MINIMUM YRLD STRENGTH SECURE PANELS WIN APPLICABLE REINFORCEMENT DURNC PERIODS OF HURRICANE WANKING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS ,I. THE INSTALLATION CONTRACTOR IS M SEAL/CMAX ALL SHUTTER COMPONENT EDGES WHICH RD" IN CONTINUOUS CONTACT WITH THE BUILDING t0 PREVENT WIND/RAN WIND". (A) - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W_ SUILDEX, NC. (Min, 14-3192 PA.,) ,2- STORM PANEL INSTALLATION SHALL COMPLY MAIM SPECS INDICATED IN THIS DRAEMNG PLUS ANY BUILDING AW ZONING REGULATIONS - 1/4` P x 7/8' CALK -IN ANCHORS, AS MANWACIURED BY OEWALT INC PROVDEA BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 4/4Y . 3/4- SOLD -SET ANCHORS, AT DSTRSJFED BY ALL POINT SCREW, BOLT & SPECIALTY CO 13- (a) THIS PRODUCT EVALUATION DOCUMENT (PLO.) PREPMED BY THIS ENGINEER tS GENERIC AMC DOES NOT PROVIDE INFORMATION (WTI. r.-30M P-1.) FOR A SITE SPECIFIC PRO)ECT. 1.,, WHERE THE SITE CONDITIONS OEVIATE FROM TIE P.EO - #14-10 PAIELMMTE FEMALE IO ! PAIEIMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4.6 ZAMAC "LIN AW"DRS, AS MANUFACTURED BY DEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LINT SAFETY OF THIS PRODUCT BASED ON THIN P.E.D. PROVIDED H DOES NOT pRFROM THE CONDITIONS DETAILED ON TITS DUCOMENi. A I MINIMUM NMUM EMBEDMENT OF TAPCON ANCHORS Nro POURED CONCRETE AL XE 13/4•; 2' FOR ELCO PAELMAC0N4TRIlCTION SAFETY A SITE S THE tE +MID S SPO ONS90.Jh E CONTRACTOR'S RESPONSIBILITY t 3/4- FOR ZAAMC WUN ANCHORS. {c) TARS PRODUCT EVALiLAl10// DOCUMENT WILL BE CONSDFIED READ IF tADOrFlEb A2) CALN-N & SOLID -SET ANCHORS SHQL St EMBEDDED 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PETBNTrED. 1/4. 4-20 SCREWS USED SNARL BE 1 1/2' LONGMINIMUM SHOULD STUCCO EASE, („) SITE SPECFIC PROJECTS BALL BE PREPARED BY A FLORIDAN A REGISTERED GINEER OR ARCWEC7 WHICH WILL BECOME TIE AND I• MINIMUM FOAL WAILS WITH NO STUCCO. AND WAY BE LEADED SCREWS OR ALL THREADED SCREWS W/O MEAD, ENGINEER OF RECOR) ;E OR.) FOR THE PRD= AND WHO WILL BE RESPONSIBLE FOR THE P.E.O. OF RECORD. ACTING AS A OELEOATED DOWER TO THE BUR WITH WING NUTS PROPS USE OF THE ENGINEER P.E.D. ENGINES. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. _ THE EAAVRED ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIOIUU A-$) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE POUND ON THE N711STINC WALL OR FLOOR, ANCHORS SHALL BE LONG U40VG H TO REACH THE MAN SiRUI'TURE BEHIND M04 PANELS. (4) INS DATE S P.E.O. ENRD THAT IT SHALL ANCHORAGE SHALL BE AS MENTIONED IN Ai) AND IN A2). It. SHUTTER MANUFA;RRIEWS I ASEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM (B) ro ExGTVrG CONCRETE BtDCI WALL wVTM L-DID PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE- ONE LABEL I TMOOC ANCHORS AS WWUFALTIIED BY I. T W BUAOCX. NC. - / SHALL BE PLACED MR EVERY OPt3NNG. UJSELIAC TO COMPLY WITH SECTION 1709.9.3 OF THE 1 C - 1/4` a . 7/8• CAA -IN ANCHORS, AS MANUFACTURED BY DEMIALT. INC. FLORIDA BUILDING CODE. - 1/4.0 X ,/4' SCUD -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. - f 14-10 PANELMATE FEMALE D AND PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P NII/1 - 1/4• 0 ZAMAC WAIN ANCHORS, AS MANUFACTURED BY DENALI. NC QR A. trj/.r &I) MIMMIAM EMBEOMEM OF TAPCON ANCHORS. ELCO PANELAATES AND 2AMAC NAILN ANCHOR. INTO THE •VCEN •'•,�9 FLORIDA BUILDING CODE Nam h VelocityNurricons Zone) BUICN UNIT SHALL BE 1 1/46 ALAI 10,44 7 '• .FED° N.Am. NO P6 GALE GyVANIZED STEEL STORM PAWL aRrw F, e.2) CALM -IN & SOLt-SET ANCHORS SwWL EA48EDOED HIS• IHTQ THE CONCRETE eLoce UNIT. W STUCCO SMALL BE PERMITTED 1/4' ♦-20 SCREWS USED SHALL BE 1 1/2' LOUD MINIMUM SHOULD past, * /1 m/a/AIAW LOiAL PRODUCTS. LUG. ANC ,' MINIMUM FOR WALLS WITH NO STUCCO. STATE F LE C O 1N0 ' aW: �•t t, ���y��^�- NEaO IL a1 61IREF 0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE '2OR1 •OK� .. tt rW. r awer ■■T• p' ,• 20-i7S BEHIND SUCH P ••.., 'G, Hl.-"�e8 ,. w aIW m-TIP F,Nx Da.RII-Tank FAR IJd4)IM-BNI7 E10S11NC WALL ANCHORS SHILL E LONG ENOUGH ro REACH t1E Awn STRUCTURE ,f• ■"•'P■" • r ♦ r AIAN4a w: errs •. INat) AND IN 8.2) �O1N111A1N � ANCHORAGE SMALL BE AS MOTIONED PL 1�a■.gN,ypME �'L-PL WAIST • 4r is INSTALLATION DETAILS FOR REGULAR PANEL 17 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES VST1N6 POURER CONCRETE -'-. TQ CONCRETE OR CONCRETE BI.00It ', eEDU.tED ftocx REQUIRED. CONCRETE ARCHORS__ O (SEE SCHEDULE Rt ON Im , O - 2 5ME75 . ,MA01KA, 10j EXISTING p01WED 2 co�NxYE�rE OR w r -(- ----LE CLASS1 � SCESHEETOI 3) 1 Ia12m w10, Y�1 1 PANEL LENGTH 1 - (SEE SCHEDULE (SEE SC SCHEDULE O/ SWEET 3) Is 1 Y' W_ 1 1 ON S M 3) A 1 PANEL LENGTH t .::-,/. - _L_. _, '.,, 9 - -Mh L ... SCHEDULE (SEE (SEE ON 1 8 _ SSW 3) SHEETS I THOUGH tttijl t 561t M I Mm or MAX 1 LO i --__. i.. ,! EESTING PtlIRE�,.%r ,.�. _ �� a COPICRETE BLOCK REQUIRED.L 1 I& M9. r/ wD 04 -, - LEGLOCATION ALTERNATE CONCRETE ANCHORS ($EE SCHEDULE ON SHEETS 9 TROUGH 10) NOTE FOR COAREIMTON f1F SECODN.S; E.D. - EDGE DISTANCE (SEE SCHEDULE ON Top & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SfAiD W/ STa J Mt 904EDW SHEETS 9 THOUGHT 10) WALL mgu.KDNG SCALE 3/8-t• REQUIRED. -.r • i H•"ae CONCRETE(SEE WK ANCHORS ri ---1 SHEETS 9 THROUGH 10 _ ... Egi IMIn SEPARATION j v Ywt To i (SEE SCK�EDINE I PANEL LET4CTKH ! (SEE ON S IIET. 3)_ _ _i ON SWET 3) f�f 1 L y (SEE SCHEDULE DM ----- SHEETS 9 THROUGH 10) l/ VA ONLY -MIEN SOLD W/ wH ARE7E US®! EN ` ...- stm POURED 00"mm PAEUMiE$ -OR CONCRETE BLOCK ARE USED. REQUIRED. N. 1 f •,: M • .1 INSTAL I ATION DETAILS FOR REGULAR PANEL 61) INTO WOOD LEG ALTERNATE.'- 11 CAROI BEAM ROlinU.) TIRCG - OF EXISTING BEAMADEQUACY BY BEAM ER BE CEAnFuO iN DR '`: EI) ARCAEGIHITECT PRIOENGIR TO ARdHRECT PRIOR ro SHARER / •1 'C9' INSTALLATION, �(D0D ANCHORS ALTERNATE WOOD A1ICNORSMin. SCHEDULE ON (SEE SCHEDULE 011 J 1; - tYl' 10 WMIDI Ni.O _Eg-L FD-. A. _ eNaOI tot fiRr a --'/r116.1• SHEET /, SEET i t) N . T ss Ns r/ wr j • . MAW. WOOD HEADER.-- -',.; L i 1/2• REQUIRED IIOAD mt� WOOD A4CHOR5 WRy 1 I (SEES ILA' / 1E� I -.6�EPARA7 (O�S�NEE 1 CLASS E I 1/+'4-Ro,• 1 1 tNICSWET 3) I �a 96Ln a ARn. 1 SEPARTOATION GLASS. I r (SEE SCHEDULE ON slEtl 3) 4 1n1.SO/• L• MAX. L • __. '' • oH,W1D161 1 i 9Cy1D�r6& PANEL LENGTH P� - - - -. .-. r SCHEDULE ( PANEL LFRGTN 1 (SEE SCHEDULE=,;;r••T 1 4�BatI�a5AN1'aY-a'X sHm 3) _...__.- r ON SEED 3) i I OF : OF l 1 o- 1 _ -fi IZ1 VAX _ 4 1 l v'• NOALU]IMARCD I t _ - MOD a Aa � .1. I _ -_ 2L*Xe WOOD 2'"' WOOD PILUE DECK REQUIRED _ I . I �1000 ANCHORS WOOD ANCHORS .s REOWRM '(SEE SCEDIXE ON _ 3/4_... ___ _ ` 1 BEET 11) SEET 11(DA-.----_ MUM AND FLOOR MOUNTING BUILD ALTERNAi11MM SCALE 3/111 ...N1111NN1a... -OUT MOUNTING ALTERNATIVE 4w SCALE 3/8-1- NOTE Fog COMBINATION 0E SECTIONS: ilk 1. INSTALLATION AID ONLY VM1D FOR MAX. AS.D TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P-S.0 AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF DM OR EQUAL i -Cu O N CL CL O c ca-v� � N N-0 U O 0 O O O ^�'' W O LL EL CL N c O 'C �. W �_ cV Lam- O fi LJ_ p- N C _ U) C-4 _ N O 113 Q N Y 3 CIA QA Q, 'C C > N C Q C= + 3 N QI �1 � u m O A h •ate O is 0 Cn ^�11/ W C_ -4--1 U) ICU O U) CL CL U Cu p U) ICU m SHEET NO. SH 1.3 IF Mm' U O�TE�OOMR7E..-, �4F ROCKE/'`tCLEM p1.; ----4A2.1- as .1-•)jaY 1 iT4PC0Ui ANL 6 Ix' O.CVAIOES r MOL 60< I.7' 1 tA7. ( �il. 1; TRAP2 112• v 2' _ aWL - - - - ----•---� ---', 1/a' { BOLL • r ..072' e Ir DC 31Oa-R,. a a0E3-n WA W/AACRMff C.A. ALFtt ANGLE CASE A_(PLAN� CASE 8 (PLAN) SCALE 1/4•-t' SCALE 1/4--iITT '(3) i Q ORE 6Us-m ALAI' CONT. +WAIL AN" WITH ,/a•� . 1' ML lA1}� �® ANppH a tY'rOM 2�1/1=' & . rn i �I -of IMMII C\ Y . r . A06• ro lERN41E LED UxATION :Q r . r . ASS• wNT. AW. Amour am AN 3106-11134 SHEET PoLgm CONCRETE. CONCRETE METAL ALI N. BENT PIKE oOCH 09 2'N• WOOD TRAM E -1/t M- GAP SE C (PLAN) CASE D (PLAN) SCALE 1/4•.1• SCALE 1/4 .1 OPCLODp au E 13R Hx = N -FEMALE D mE -' t.Sx w,' POLNEo ti! •� '�.7 : S BOTTOM O6 _+ PAIIGEMIE U"W6 (y[ (Aa,,N, PNEL 00NCRLTE 610Cc VAKs 1 1 O ® OR 71r saao - SOta O ,>Pawlc 90EGAL oM sEE15 6. 1WAEE LE006ED AS APPLEA!E Loa 11) OVERLAP �p,E re RDDD rWAAE r Mta-I 4 & OPENING MROfN) DR CONCRETE. CO CRETE: REOLon R11E 1 V C" -••�`•. �:. �,.� •.� REOIMEb 1;; - ".'i'sx,,. ` - 1 1 .. !/4• W7 `�I H FRONT VS iRlz • 'a �� - ••-+MGM /WA' AMm PARALLEL W . --- I WALL (NETBt an Do ►ACN) x . BO. DISTANCE y 1-..�, E R1r.I CASE G (PLAN) SCALE 1/4-1* A1WWE .Law Tla''••""'•"••., VALID FOR DIRECT MOUNT INSTALLATION ONLY a Rxaros a COMMit PANEL INSTALLATION AT WALLS W/ _ ` No. 4418T SURFACE LEVEL VARIATIONS WIT)" 3/4- * i Ar : w i FLORIDA BUILDING COME Non h WbaH Nur1kOM CASE E (PLAN) CASE F {PLAN) s oc f �r .Mm it1E0a t 24 GAGE OALVMM STEEL STDN( PANEL 13 SCALE,/4•-,• SCALE 1/e-1' .e• <ORID*,:;'� oRRRA MAXIMUM A.S.D. DESIGN PRESSURE BEING (pMR4f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM EANU M INST ► ►TIONS INTO WOOD- STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATVES TW THRU 4W, ON SHEETS 6 4, 7) MAIL JS.D. OESICH PRIME RATa1G OPCLODp au E 13R Hx = N -FEMALE D mE -' t.Sx w,' POLNEo ti! •� '�.7 : S BOTTOM O6 _+ PAIIGEMIE U"W6 (y[ (Aa,,N, PNEL 00NCRLTE 610Cc VAKs 1 1 O ® OR 71r saao - SOta O ,>Pawlc 90EGAL oM sEE15 6. 1WAEE LE006ED AS APPLEA!E Loa 11) OVERLAP �p,E re RDDD rWAAE r Mta-I 4 & OPENING MROfN) DR CONCRETE. CO CRETE: REOLon R11E 1 V C" -••�`•. �:. �,.� •.� REOIMEb 1;; - ".'i'sx,,. ` - 1 1 .. !/4• W7 `�I H FRONT VS iRlz • 'a �� - ••-+MGM /WA' AMm PARALLEL W . --- I WALL (NETBt an Do ►ACN) x . BO. DISTANCE y 1-..�, E R1r.I CASE G (PLAN) SCALE 1/4-1* A1WWE .Law Tla''••""'•"••., VALID FOR DIRECT MOUNT INSTALLATION ONLY a Rxaros a COMMit PANEL INSTALLATION AT WALLS W/ _ ` No. 4418T SURFACE LEVEL VARIATIONS WIT)" 3/4- * i Ar : w i FLORIDA BUILDING COME Non h WbaH Nur1kOM CASE E (PLAN) CASE F {PLAN) s oc f �r .Mm it1E0a t 24 GAGE OALVMM STEEL STDN( PANEL 13 SCALE,/4•-,• SCALE 1/e-1' .e• <ORID*,:;'� oRRRA MAXIMUM A.S.D. DESIGN PRESSURE BEING (pMR4f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM EANU M INST ► ►TIONS INTO WOOD- STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATVES TW THRU 4W, ON SHEETS 6 4, 7) MAIL JS.D. OESICH PRIME RATa1G MAXIMUM ANCHORS SPACING FOR ED. - AS SIOMN ON StEE'IS 6 a 7 AP►IXI VftE 10 a THEM kviamum PANEL LENGTH (h.) TAPCON LAID SCREWPANIOLMATE FEMALE ID TE r000 MUJSIWIG iJ' 13' • J 1 ' S J W (TOP) 13• IT Ir IT IT Ir 1B011W) 6 1/2- 9 1/2' 6 1/2' 6 1/2- a l/r (TGP) - - a 1/4- 12 H/2 6 1/4' (B01T.•) giM� - - r a• e• e - ITL� LESS e' a• lr 13' ti• 13' 11' IT (TOP) OR 1F56 IT IT 13' 13• 6 1/2• w (TOP) I3• 13" 13• 13' 6' Ir (80110MJ 8 1/2' 1 6 /2 6 1 /1 6, - /2 a(TIP) 1/2* - 6 1/4' 12 1/2 6 t/a• (tOp.•j >r-r m 4 1/T' a 1/2- 6 1/2• 14ITT ♦ t/2' ♦ i/1' Y T - 7N (BOTTOM) t0 t/T• 9 1/2• iT' iT' 4• W flap) ,S• IT 13• ,r a 111• W"N) • SEE TABLE #1 FOR MAX A.S.D. DESIGN LOADS R MAX PANEL LENGTHS WHEM SPACER C I USED, CGIERESPONDING ONLY TO ALTERNATE 2LY ON SHEET 6 MAX A.S.D.MAMMUM DESIGN RATING (PA.t.) µCH ORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 A 7 10 APPLICABLEPRESSURE _� «.PtT4 �Rwaw11C+ OF THEY M,Lp,MI, PANEL LENGTH (p-) TAPCON LAG SCREW PANk11Nh FE)AME ED PANEUNiE PLUS 160CID lKIkNrN6 Ir IT Ir Is, 13 W cmn IT IT IT IT6• 1w (,low e 1/2. a I/r a 1/2' 5 1/2- 6 1/r ice) - - 6 Ile 12 1/2• 9 Ile Crop.•) 7• 7 t/2• or e' - Crop) LESS 7 1/2• !' r r - JAR (BOTIOY) -- IT 13, 13, ,Y IT ro-4S .75. -75 Ir IT IY ,T IT (BOTTOM) /Y tr 13' IY leW 1T IT 13• IT 6 1/4• ,W (BO,1oM) 61/2" 1 6/Y 6r/Y al/l• a /T (top) - - 5 1/4• 12 1/2' s 1/4' (SDTr.•) >5"-0' TO -S' 5' S 1/2• 6' e• - 3x (80TO1) 13" 12' IT ,T S In. (LOP) IT IT ,r ,r ,o• 4W ) • SEE TABLE /i FOR MAX. A.S.D. DESIGN LOADS 4 MAX. PANEL LENGTHS WHEN SRK2';'R IS USED, CORRESPONDING ONLY TO ALTERNATE 21V ON SHEET 5 7eol�v. a A, A.SOEM LOAD LENQfM� 40 PSF OR LESS 6'-6- > 40 PSF TO 50 PSF W-2' > 50 PSF TO W PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATEf�MALE ID OR PANEL MATE PLUS ANCHORS h W/ �'S5W 1/2' O.C. Ile LD• '% 1 1 O I I _ I N 1• Mm. 1 .' PAW LENGTH (SEE ELEVATION ON SEAT ,2) _-- I- WL. "- WAPA TO CLASS 1 ZOOM /ff i L0,0 ' 1 DO579K. POLIII);O // i CONCRETE OBLOCK : -® - - � e Vr Gc t/4'r PNIal" PyLC ANCHOR a 12 1 O.CRMULAR PANELS sm Balk Is a to ran A1CHM6 TYPE a swm FOR PBWI MM INTO WOOD MIS aU ama mom" YOGA $ AW" AND MOWN am ps1'm m ARE NOMM ON THE SCHEIDAL IN LO LID THAN MEADOW ON soma RmJa AND" s►onm of MAIBIWe SPACING SEWN ON =99ULE of M fOUDWNC FACIOR6 MR 7116 OPBM11O1 TD X POSPALL MMUMD 9►ACMG oe%AM01 USM PAC= VVIIL HOT WE LED TWA YMEWY view OarAWD POR EACH ANCHOR TYPE ON im WHUML WePun mS flK _ ,7/m1 MMMa ANOBR sum 00 3 3 •R.WBINM �•••�• oa 3 3 3 3 In 4WMYe W ORAr4N Y PL) 1YML BIt Ii6Q R101611 I I/r ----- --- - - • 7• --- - -- - - I/r 0a1 - r nrG m EO• �r�✓ / � I 1-•SEPARAIO. I TO I •` I..-.. a OtENlA' 1 1 1• MNU. e PAWL LENGTH (SM ELEVATION ON SIEEF 12) N I I lG t 6. COIICIETE stock %f 1µY PANELMATE 3O AMR C.)WALL MOUNTINN MAXIMUM A.S.D. DESIGN PRESSURE UMNO f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR EGA UL►R MRN PANEL _EL CI) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(1)INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 All 5) MIL. A5.0. DESIGN PRESSURE 'M'"i0j AOXMM ANCHORS SPACING FOR MN E.C. PER SCHEDULE BELOW APPLICABLE TO SM. AIAMMUM PANEL tEENG �) AWL ASA OCRON PRESSURE (PA0 j VAX" ANMM SPACING FOR MIN LO, PER SCHEDULE BELOW APpLJC/iBI.E MANMW IEN6ITH {n ) 10PCON SOLID-9Ef PAWIDAMOT =AIMC-IW(1N CALK-01 t TAPDOI LE 0 PIus 7 N:-t4" CALK-61 6 ro m m OMEM ro W MOW m OnOMBINE GN W ameSOLD-SET m m m m w OF t45, -45 ORTo LESS 1r 1]• /3' fY it 13' it TS' IT 13• /r IT 6,-0• CXI LRa , -45 .ab, -as Y IT Y 1r 1 /_ / a,-r OR tESS IT 1r Ir ,!• ,r 13' ,3' U• ,r 1r 7S• ,J' ;(BOTTOM) 1]' tY ,Y 13` ,]' 1S• ,J' tr 13• ,r IT ,1 1/= t (BOTTOM) IT 1Y IT IT Is- IT ,r ,T IT 1T ,Y it 2 Crop) IT tY ,Y Ir IT IT IT tr IT tr I3• I Ill 2 (10P) IT IT tr IT IT IT IT IT tr IT ,r IT 2 (Bo,TOM) 1Y IT IT IT IT it IT IT it 1r /J• , t/t 2 (somm) 1T IY tr IT 1r IT IT ,3• Ir Ir IT IT 3 (TOP) IT IT 1T Lr it 13• IT IT it IT IT 11 1/213 (TOP) - Ix t t2 1/2 a Ile ,& 1/4' T if•2 12 ,/P - - 6 1/4' 6 1/4' 3 (NOTION) - - 2 1/2 12 ifY 6 t/4' 6 i/4' 2 T 2 1/ - - 6 1/r 6 14' 3 (WNW r r 6• r D• r a• a' r a' e' 7 ,/T' 4 (Top} r 5 1/Y 9' a• a- 6 1/2' r 7 I/Y 0• r r a' 4 (IOp) r - r - s• - r - e•" - e- - (BOTTOM), e• 1J' - a' - e' - r - 6• - e• - 4 tell7roR� _ 15- 13' IT ,Y 1J• Ir tr IT 13' IT IT S (TOP) /Y 13• it IT 13' ,T IT IT it IT 1t if2 5 (TOP) is' U• IT 13' IT IT IT 13• _Ir IT IT IT IT (Bono it iJ• ,Y IT ,T IT IT IT IT _ IT 1r 11 1/ 5 (BOTTOM) 1T 13' IT IT 1r IT 13• 1r 1Y ,r 13• 6 (TOP) i]• IT IT iJ' U" 13• 1r IJ' ,3• ,Y 13' it t/T 6 Mn _ - 6 1/4• 6 1/4' 1 Ile a 1/4' -IT - - - - 6 1/4-14 I/C 6 - - - 6 1/e 6 1/4- 6 1/Y 6 1/4' -i - - - 6 Ile 6 I/4' 9 (60n IT 9' IT 10 1/2 IT r it r 7 ,/2 S 1/2 13• 4 i/2 I (TOM >a,� TO IT 6' IT IS• 13• 6 i/2 13' a t 9 1/ 6 i/T IY S , 1mn sY-r ro D'-6' IT r IT ,3' IT 9 1/2 IT 9 t/2 to In 7 1/2 IT or I (TKRrOY) it 7 I/r W' 7T IT Ir IT to* it' S 13• 6 I/rIll (BOTTOM) 1T 51 IT 10 l/ IT r 13, 7• 7 1/2 5 1/2 ,T 4 In• 2 OOP) IT /• Ir IT IT a 1/2' IT a 1/r 9 ,/r a lIr IT S f/2. 2 crop) IT r it Is, is, 9 Ill IT 9 ,/2 10 1/2 7 1/2 IT 6 1/2' 2 (BOTTOM) t3" 7 1/Y IT IT tr to' 13• to. H' r 13• a 1/T' :(BOTTOM) u r IT ,r 1r 9 1/2 u • 1/2 ,o v2 7 ,/2 •r a ,n' s (Top) Ir 7 ,/z IT 1r IT ,r IT /o it a 1r a 1/r s (Tap) 12 1/2 12 11 0 i/4• 6 I/4• 2 ,/r 6 1/4• - - 6 I/e 6 Ile (BOI7W) - - 2 1/2-12 ,/ 6 1/4' 6 1/4• T , 12 1/2 - - 6 ,/{' 6 1/1• ] (BaNTW) r r r 5 1/2" 7' 3 1/2• r e 4 1/2' 3• 6 1/2" 3' 4 (COP} N 1/2• r r r 1" 4• a 4- 4 1/2' ] ,/r 6 1/2' ]• • (TOP) 6• 6' 8' r a 1/r 7 1/2' 4 (BOTTOM) r r r r 6 1/1• 7 TIE- 4 (Wf *4 1Y r IT 13' IT 0 ,/r IT 9 ll:r G I/2 7 1/Y IY r S (TOP) 13' a ,/r /3' 13' IT 10' it 10• it" e• 13" 6 1/2" 6 (10P) 1J• r /r 13• it 9 t/x' tJ' 9 t/2' 0 T/2 7 t/Y /T is //T' a (BOT10u) iJ' a 1/r IT IT IT to, IT to, 7,• r IT 6 1/Y 5 MOTION) 13 S' lr t0 t/2 tr r tr r 7 1/Y S I/2' ,r 4 1/2' 6 (TOR) fY a it 1T IT A 1/2• 13• 6 ,/2. 9 ,/2' 6 1/2' f]' 5 1/2' s (TOP) t/P a 1/4' 6 1/4' E 1 4• 6 (BOTH.-) - a Iµ' 6 1/4' 6 Ile a l 4• - - - - 6 1 e 6 1/4. 6 sm BIaT 11 IN ANDNOS TIME a SPACING NOR INSTALLATIONS INTO WOOD pM/[ SUIDPBs • MOWN ANaoN SPAM105 AND tBMM EDGE OSTMICE AM PArA= ON THIS SCHEDULE IN EO LM TWA INDICATED ON SC16DLRE REDUCE ANCHOR SPACING Of "IOLVMG sPACMO SHOW ON SCIEOAL IN M FOA4WK FACTORS. FOR Ties OPBMINIM 10 H FOSS" NEWJM SIACNa OWL%NM USR4 rx"N-GALL Nat BE Lose TWIN mww S/ACRe Noma FOR EACH 440"W TYPE am m6 SCWD". NOON M t/41 t/sy 1µ1 f/4Y Tp'r smee-mm" We 0t _ UP= Ree-aT t9OMUM MOWN sommid OIL) 3 3 3 3 A ,/r 3 1n MIMRIMm P43 3 3 ,/r r 3 3 112- 3 •t• 11a•I Row 3 3 ,/r 3 ,/r 3 In a 1/r 4 ACrvmL MK DMWIOE MOTOR - r 3 , an m a16 - ,.AT ILO - Im Im " SPACRN05 ONLY VALID WHENPACtIt SIS USED SEE: Twx jI FOR MAX. "D. DESIGN LOWS h WX PANEL WHEN SPACER RAJ IS USED. ---'---_"-`___.ANCHORS (SEE SM-non AT ALTEINVITIM ON SHIM-M 13, 14. 15---- r MAN R-1A/13, R-2A/13, R-3A/14, R-1e/13. R-2111/13, R-311/14, R-1AW/TS. R-2AW/15, R-3AW/1B. R-1BW/1S, R-211W//5. R-31M �J V O',', O O O O O 7AiE.11 a A O. DESIGN LOAD VAXIM PANEL LOAM 40 PSF OR LESS 6-6' > 40 PSF TO 50 PSF W-2• > 50 PST TO 60 PSF S'-10' A MAX, PANEL LENGTHS ARE ONIX VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS It W/ SPACER AT 12 1/2. O.C. 3' MAIL UL REGIR.AR PANEL 1/4'11-20111" SZ, BOL75 W, 1� �� (USE FOR PANEL LWGM OVER 7 -e' , PANEL i I - - o REGULM Sf PANEL L i LIFE SAF1T�OPUH ! ' �' S,S. BOLTS�w AT F— t IIIrrI -- T 1 R ._----- . :__ _. :_ _ ------- .—_. 2f itlt7Rt7+FS-�F STUD ___. - - PANEL BOTTOM CORNERS 'AllT ro e LSE SAFEt'T'-._ 1 . _ _�___ _ P _ ___ .__ i Lie ML. POST MOON - --� (W/ WEIR MID ►NIL LENGTH BOLT) -------------- r-r IS +ao.o. -aco It f. (RIO "RAP MO PANEL LENGTH /OLT) A USE 21-81 M. PMEL LENGTH AT ALL MIOIRlIHGS L12 or .,---.1.. - OVERLAP-• orI WING NUT AlEXTERIOR WMIG NUT AT rc-- y MAY. LEFT PANEL RIGHT PANEL r IWi INISTALLATIOIS ONLY VALID FOR HS•D t MIN. R-IA/13, R-2A/13, R-34/14 R-to/13, R-2R/i3 R-3B/f1, 1' MN,I SPEED UP TO 170 m.p.h. R-UAW/15, 111-20/15. R-3AW/16. R-18W/15, R-28W/iS. It sew/1B. ._-ANCORS (SEE SECTIONS It ALTEMNIM143 ON SLEETS 13, 14. 15 &is)---- - -----. _.--. ------ -+/4' MAX. GAP LIFE SAFETY STORM PANEL. CD ELEVATION M -i SCALE 1/4•.1• 2.e117• . 1 •ECLAIR ' STORM PANEL t� 0~ -1 row STOW PANEL : NNA __- - o-='=>->•-_ - - °----°- _ - -°-__-_ -- --- _-�_ _- _ ,- .�� "'FEN --_ �1 , -._. --- W -( I Mw, cw �d USE PANEL 9 : * 1F $ FLORIDA BUILDING CODE Non High Velocity Hufrlcans Zone) F �ORIO► .'iT� ING F.P24 GAGE GALVANM STEEL STORY PANEL Dom EXIEBI4R ss� •N....F�G�i� '�' SEQI N A —A L E� rROTECTION PRODUCTS. LLC. 1' a' 4M LW. 51 SHUT SGut 'aKa.'rastr-,';0!rMa`a'GPaR. a*B I ML rL SUIT. 20-1759l-76a FAR M4)on-6A7 rA-roa7u a. w.: r ORWA G Ma: PL iAt/SaW1RIJaAIE AN A WL0 ,/.. P.L �-•• SI@ 13 O t6 TAPCON RerAc ,/4- MAx. 1 � 1 1 I I I v t 1 _ , IYI-AwY 1- I a IOLe_--ikQ� Rer O.C. NED W/ STW WOOD 1 ( I I 1 1 ' 1 ������TTTirrT t/4 3b1' +f r-- ar ARE L LOW" SEE I --I ON SHEET 12) 1 1 1 Cm E0. t 2-N4• "K. -A)PLATE '0 TAPCON REQUIRED :Im a r O.C. DGERM W/ STUD 4• wow WALL MOUNT#= SCALE 3/0-7• 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LEMONS AS PER ELEVATION ON SHEEE'Tf 1L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECR,C DENSITY OF 0.55 OR EQUAL TIPCOM Rero.a. �1/4. PEEL IENGn4 (SEE EIEWAIQN ii ON SHEET 12) 1 �1f f o: 1 1 L/2 1 1 IOUf r � 1_ TAPCOP 2•as' R a e O.C. PLATE REQUIRED -N:�:0r 17".195 17.Trw7aL I `PANEL 1• LEMON i --I ON SHEET 12) 1 �_ fl I 1 O 6. i . 1 1 1 1 I W31 MA 00.15 r • t3 , QC TAPCOI OW • r D.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (o...f.) AND CORRESPONDING MAXIMUM AiLNCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Cif INSTALL ATIONS INTO CONCRETE & CONCRETE BLu� K STRUCTURES (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTDNS 1 THRU 6, ON SHEETS 4 k 5) MAN. A33L DESIGN PRESSURE RA1YA)FEMALIE (P.•-1.) MAXNA M ANDg SPACING FOR IBM ED. PER SC EXIE BELOW TO,APPLICABLE a 4 T,a MA7OIKMI PANEL LENGTH 1• (N.) MII3I. AS-0. DESIGN PRESSURE RATiNG (P,6.1,) AIAfBYlA1 ANCHORS SPACING MR MO EA. PER 9(xE0{AE BELOW Ift APPLICABLE Maxrnal PANEL R ( ) TAPI'A!1 SOLD -SET 10 FLLE =AAA OM CALK-01 TAPCON LOUD -SET WETS ZAWG-NN N CHlh6i / a 7WYTM 11EM W W com�OF W W WOIL. W m W W 11 W TO +75. -7a13• IT /1' tr 13' tY /3• ,r ,r 1r IT' ,r 1r 1 w-4r on LLB +76.6-75 .IlS.-1746 1]' r ,3 a 1/2 73' 61 IT 6 1/ 7 F S 1 IT 4 I/T , 6'-r OR L� ,T 1t• IT IT IT it it 1T IT 12, i7• ,r �,�,,.y� 1 (monrom.) IT 6 t/2' IT IT IT r ,T 9' lr 7 t/r IT r I (6m,OM) 1Y Ir IT IT IT IT Is- IT IT Ir IT ,0• MP) it r IT 10 1 it S 1/2• IT 6 TIT 7 1/2' 6 1/2• 13• 4 1/2' (TOP) IT 11• 15' IT IT 1T IT 7T IT it tr 1r 2 (eorrOM) IT r IT IT IT 9 1/1' lr / 1/2• to , 7 ,/2' 13' a ,/2• = DWM* 13• it' IT IT IT IT IT IT IT ,r IT it Crop) IT 7• IT IT IT 9 1/2' IT S 1/2' ,0 1/2 7 1/2• IT r 3 tr" 2 i/r ix 1/2 6 1/4' 6 ,/4' 2 1/2 12 I/2 - - 6 1/4' 9 1/4' 3 (110170) - - 2 1/2 12 ,/2 0 1/4' 6 ,/4' 2 1/2 6 I/C - - a I/4. 6 Ile 3 (aDTroM) a r a r e• 1• 1• 6 1/2' r 5• a• 4 11r 4 MM r r r 5 1/2' r 3 1/2' r 4' 4 T/r r 6 1/r 2 I1r 4 (TOP) r - 6' - r - r r e• - r - (eG7TOd) r - 6 1/r - r - r - s t/2' - r - (BOTTOM) 1]• 1,' 73' 17• _ 13' 13' /]' 1S- /3' 11' 1J' 10• LOOP) IT W ,/r IT IT IT r 13' 9' 1r 7 1/Y ,J• r C,OP) IT it" IT 13• ,r 13• 13• iY Tr 12• IT ur (eotlOD IT r IT it lr / ,/r IT 9 1/1' O 1/3 7 1/2• IT it P OrrOM) IT it* IT IT IT 13• 1r IT IT ,r IT to, 5 (Wi) IT r t]' 0 1/2 IT 9 1/r IT 6 1/1' 7 ,/Y S ,/Y 13• 4 1/2' (1rD) 6 1/4' a 1/4• 6 / r - - - - 0 1/4' 6 I/4. 6 (boTTr•) _ _ 6 ,/r 6 I/4' 5 1 4' a / 4• 6 110 / Ile - - 6 Ile a 1/4• a (Wort.-) 1r 7 1/2 7T IT ,r ,r it it , I- a- ,r 1/2 1 ) ,, B'-0 IT s 1r o , ,r Ir 6 , 7 , >S'-' TO 7 1/2' 1Y s 13• 10 1/2 tY t0 1/T 1 1/Y r 1]' r I (90TroM) Ir s ,/r tr lY Isrtr r tr 7 I/r Ir r I (WMLI)IT 7 1/2' ,T ITIr ,r 13• /r IT' e• 13• 0 ITT' 1 (TOP) IY S• Ir 0 1 IT IT 6 I/r 7 1/2' 5 ,/2• IT 4 1/2' 2 Crop)IT 7 t/2• ,r lr 1r ,0 , 13' 0 1 11fr a• 1T 7• 2 Ir T ,r IT IT it 0 1/r Q 1/2 7 1/2' IT 6 I/r 2 (LWIT1O41) ,r 7 t/2' 13' ,3 11' 10 , ,r 10 ,/2 71 1/2 a 13• Y /(B,wo.rm) D ,rv) 13' Y ,r ,3• 1r 13' 6 I/r ,O 1/2. 7 ,/r 13• 6• ] I1oP) 12 1/2 12 ,/2 5 I/4• 6 1/4• 2 1/ 6 1/4' -61/4'9t/a•TO - - 2 1/2 2 ,/T 6 Ile 2 1 9 1/4• - - 6 ,/1' 6 t/4- ] (BOTTOM) 7 1/2• 3 I/r r r 7 1/2' 4- r 4 112• 3' 3 t/2• r r 4 (TOP) 7•r S 1/r Y e M1112 e 4 1/2• r 4 1/r 2 1/2. 4 (TOP)- r - r - r - 6 - / - 4 (ea1fOM) r - a i/r - 1•r - S 1/2' - T - 4 (e0R0M)Ir 7 1/2• IT tr IT 1D ,/T IT 10 ,/41r a ,/T• 1]• q' Ir13• a' tr r13'7 t/Y ,J• tr fi• 1G 1/2 /3 D ,/2 , If] r ,r r S (BOTTOM) tY Y 1Y 1] q' 1]• 9 t/Y 10 ,/r 7 t/2 13 r,]' 7 1/Y 13• tY 1r 10 t/2 Ir t0 1/I 1 1 r 13' 7` a CLOP) 1rSY it tr IY 6 1/1. 7 if2's ,/r 13• 4 1/2• ("M 11• 6 1 4" 6 1/4• 4 (OOri-) - - •if4 f , 4 sip - - - - S I P G 1 4• 6 RE sm I PON mane rvn a WVING NOR sKTN.umla; Imm W" HwWE SIAOOK • we"" MOOR wrlo I an 4BBAM Sea OrAAa AN 940"= ON INS 104MA . Fa La Lose THAN 11MOD) ON WAIXI L ACIDIC( ANCHOR AMCMG Of MMIKVING WNW SCRIN ON 6C u R THE rouime F$M= Im 1149 OPERATION TO WE POGSEIL REDUCED SPACING OGMW USING TXW SMALL NOT a LEN TWO UMAN SIMONS MCOM FOR EACH ARCHER TYPE all YM liCEOlRE T/4-1 t/a t/4 tp1 T 4ti_ 1/4W AND= Tim. TAIGw ENa4O am 111 611G0-BARN aRlt-M MINIMUM ANCHOR WOOING OR) 3 3 3 3 A ,n AMNOWSM i 01) 3 3 4/r Y E A ,n• 3 OWAUMPA4 Mmt 3 ] tfr 3 t/r 31n 3In• AL71aL DEB( saw= rADwIM 3.- ___.__3,. '• SPACRNS ONLY VALID WHEN SPACER K (PIED. SEE 1 FOR MAX. AID. DESIGN LOADS lk MAX, PANEL WHEN SPACER IS USED. HALO POURED ANCHOR O r O C / CONCRETE BLLM SNLE.li a A40. DES" LCAID VAXIMUM WIS. 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-Iv A MAX. PANEL LENGTHS ARE YLID VFOR INSTALLATIONS W/ SOLID SET ANCHORS k W/1 SPACER AT 12 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL(I-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCOR_. _ESISTIMG POLICED 1/4'a TAPOON---- ---�PWI® 1/4•0 TAP( A4040R To r O.C. '. -CONCRETE BLOCK ANCHOR e r D.C. / CONICIiETE BLACK mom e ftrMRM. rEouMEa. s -4) l�J / 1 ED• � T 1 i EO• Sr � ry t I 6 T• MN. 1 EIUISTH(Q-y . i-- t�cy. ls. so_Mu-•e'�� 'i EXISTI(�XB�LEroPA�. - "ASS GLASS ; ,. �,, -". ; - = : 1 N I oe, T4) 1 0 N N It - I I • 1 pEEI LENGTH N e. -_ 1 L- _� N - a' PANEL • - - :- 1 lA - -- ` T- (SEE ELEVATION X COTI 1 (SEE ELEVATOR IT , Mn. _ , W SHEET 12) _ ON SHEET 12) m BASS. I i 1 i 1 / //. r� !/j I i L/TI///, , f - ,rj- a aM 1/r �,'H`i' 'Y i • B yl OG /4Y tAPCOM :, !1 44 TAPCON ANCHOR e r O.C. ANCHOR • r O.C. CONCRETE :. O0 E BIPO'�M OR ` CONC�REIE � . CONCRETE ON SN;4E 3 a-,• �. 2.4' PLAIT REOU6 SEE $man is a is MR ANCOR6 MOON HEIR ___7/P0 TYPE a SPACING FOR RG%MJAY lM WIO T _ IBMRa Move, womme w 3 sDao FI1ME aU 1pIGl WOO" ANCHOR SPOMM AND VAR" •tBBaatMM p,r411 fNJ a,,, W W GNmRA4 6 WN pAJ 7 s 010E Will," ALL( DaW %ON iN6 sa mIAE FGIR Lo tEa TtMW rCrArtD aN 3CIEOLE REOIAY ArcrgR sPXT AORK om ewm aBQ IHa= 6f MLmLY100 NPACNIG SHOW ON SCHEDULE aN THE FD{LDWM6 F3C1oR6 POM THIS OPENRKIN 70 E MOM' t ,/:---- ass INDUCED PACING Or1ArAM UM rACWR f1Y11 NOT WE Ins THAN ---- A t/1• - •'•t - --- — ---_ _ r _ - on iwmm VACM gammm to EACH RBA W 1�wIN"eN"GL"aF-e) V MAX, PANEL LENGTH (SEE VXATIOI ON SHEET III) at PA3ElMATE PLUS R e 12 ifr D.C. WALL MOUNTINGS SCARE 3/6-1T' I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s.I) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR K" WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN PINE No 2, IS/ SPECIFIC DENSITY OF OM OR EQUAL POtRBD QR E CONCRETBLACK CONCRETE -v E EJ•%ED.* •`` 1 �y f 1 I `!-,'� lid✓ : I � �� �� 1 I 1• Mln. 1 I e 1 t Ib-AaP EX,q�y1R _I''^TO ATNIN• '-+I _ A/ f 6LLA_ - E(1'• OUSS--- n TO GIA_ GLASS 1 d I I I N t 1 M 1 'L• _ L 1.• MAX. R I PANEL LENGTH 6" PANEL IEHCIN - - 1].EVAION 1e1 - '(SEE N I SEE I]E1,Wtx)N j ON BEET /2) I _ -_ ON SHEET 12) a-- TO GLASS. 1 N j 1 N 10 OtASi. 1 _� - N� I A/ 1 LTA / f :!./�' 1 6• E.O.• `'! 1 ED.• �' 1 L ED F i + - ED tt 1�4v 4' vv�� 1 --TS ,o Ns i - -1Ca RHO MA � Ban EO rGL~n tr -_)/4.0 TAPCON f' 1 4'0 TAPCON ANCHOR at 9. O.C. - ANCHOR a 9. O.C. E1r5THO Pdl9ED CONCRETE OR OWING PWIIW CONCRETE OR CONCRETE %OCR REOUMED. •-rONCREIE BLOCK ROUOM REUPO GLR- -MUSS� EL ApMbpIyMM S1 REQUIRED E� ,G�,,7 HN40L 11 PL NE0,11 VaOME/M 1" MAR, A. PANEL LENGTH (SEE ELEVATION ON SHEET 12) I MIN 00' 1/4.0 PANELMATE PLUS ANCHOR a 12 t/r D.C. 24 GAGE GALVANRED STEEL STORY PANEL o� IN, ME C O Ewe am& PROTECTION PRODUCTS, LAC• twtlmw w00ORAL it FHMW- (14I)NM 7Ra, Em (a4)=--Vw p wx- IL, p �wKi 1py 0F.000AH lER A 1LtN i.. FL 20-175 MtltWe •Ha ar ar rR NM I$ OF It U N'CL O N C:)- C6 O - .� U N C cu C 0^' O L- Q O O W O LL Cu '^ O `v C) Cu '^ � L- =J O 4� -4--V LL `E /�U V L'V w 0 E� d (� O O V CL C:)= �° e�N -a c >•c a 40 CIA SIC N C. 'a IY c c ea t_ m � d a fa as 9 — T• a N c L'S E *a a. o fJ 0 41.. Cn.,E..d N > O U O 0 I VJ '�'^^ CIO LU Q z z Q J SHEET NO. SH 1.4 " . , , I I 1 I+* r P - F I I F tRRFs�E■+M�N 111�'.ILEA'1W iIB RR 1 '9 I ph' 'IP ' 1 I'I I I I � i! II �� � _ � I I I I 1 ' I - - -- III �j r III EZi/18, EZi W/i8 ANCHORS -_.._---- (SEE SECTION Eft a ALTERNATIVE EZIW ON SHEET /e)-_.- ' 1 snj f4 ]� a (SEE i• 16r,. i "O(SEE NOTE 2) -�W� .NOTE 2) itax,• s.N� � r iOf -POP %VC1VMx4uV in' O O OO O O0 O O 0 1 i- -1 j PANEL i . ( O l• 1 ENU PANEL)` (INTERIOR PANEL) I (INTERIOR PANEL) 1 (INTERIOR PANEL) (END PANEL) MILK .� ISEE NOTES 2. 3, 4 ` Ile{ i I SEE NOTES 2, 3. 4 6 '.O, - 1 I_ I I_ I i I _ t PANG. l/]IGni 02 _ _ - _ �f I _-I SDL� PANE15� AW/'tip, t/L OVERLAP • 1 f I n. - L SECTIONS �AS�.LAPPLICABLE)� �._ (_ IMX JJ_L JJ_LLJJILLJJ_L,I:."IJ1LL1.�t1'L1J111JJ_LIJJ11;LJJ_LLJJ _._ _.S_.---- 1 ♦ P f f -: 3 111. L. SEE NOTE;- 1 'SEE I• Min NOTES W ANCHORS NOYE 3 I (SQ SECTION Qi @ ALTERNATIVE QIW ON SHEET tor) -._ -._. _....._ EZi/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (i� SYSTEM (t) SCALE: 3/32'=1' \ -" - SECTION A -A S,StiH1111NINNArk SCALE: 3/32' ENGINEERING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17M.1- R2 EX Project Number 20-31543 Product Mamllachaer AM AmarKsn ShuRere and Glass ManulacknerAddress: 1S40 Dame Road VVest Patin Beach: FL 33409 Product Nams & Description: 24ga Galvanized Steel S/onn Panels Large NDW19 Impact Resich" Scope of Evaluation: This Product Evaluation Report a being lasusid W accordance with the requirements of the Florida Dep nmem of SusRHess and Professional Regulation (HoMa Blildhg Commission) Rule Chapter 61G204.005. F.A.C., for stelewide acceptance Par Method 1(d). The product noted above has been tested entlkr avalueled see summarized herein to stow conwb ce With the Florida Building Cow Seventh Edilfon (2020) and is, for the purpose intended, el least equivalent to that required by the Cade. Re-avaNwtlon of 1Ms product shell be required t illpNi g pertinent Florida Building Coda maA6o0ons or SubstantAWng Data: EX dmwbV #2031643 tided'249a Galvanized Steel Storm Panels (HVHZ & Nae1-1 1 -. Sheets 1-5. prepared bV Report ft Express, signed & sealed by Prattle Bemsrdo, P.E. la an Integral part of MIT ♦ TEST REPORTS Uniform slak structural performance has been tested In accordance "IT TAB 202 test standards par test repoR(s)SBT-ASG-17-0= by BlackwaterTeaWg, Inc, Large miWk impact re:Ntmce and cYck loading perlonrence has beeri tasted In weDrdence With TAS 201 and TAB 203 test standards per test rep od(s) NOT-ASG•17-001 bi, Biackvster Testing, Inc. STRUCTURAL ENGINELERING CALCULATIONS Structural engineering ceWttetonc have been prepared which evaluate the product based an co penatve andtor rafloost anayas to quaI4 the lolowing design crilerre: 1. MasNrKun Allowable Spats 2. Minimum Allowablo Spent; 3. Minimum Glass Sepetatko 4. Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAMeENGINEERINOEXPRESs.COM ENGINEERINGEXPRESS.COM � FA•m 71' a 1 1 Ti N" a. ,ee ry k 4^vN .SP^• Dili +V, 1 v.Na rrr. rr--� TEA ;1:Y.t nr 1 I "N ram,: eiir gffYl-5. „y' xst tar 4E �4n; Ey _ ��rx�' � 7.TlAtt• �" rrn'N.T r,i I,mh�.T T Li 0 O •V° Lr7tiN/M1Aat:l NL1nYlytU lON A =. K'. IIs ;AST PANEL©TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE FIRONOED W1 REAL( I4ANDLE TO FACILITATE INSTALLATION IF INTENDED TO St INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1) 0�(`t1QLON OF SERIES 2ODT: E-Z HANG STORM PANEL SYSTEM CONSISTNG OF PANEL Cont. TRACKS TOP 3 BOTTOM. (2), END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (1) SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL. CONSIST OF 1/4'e-20N3/4" M.S. W/ 1/8"#.3/32' WING NUT OR 1/4•013/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLIT FLANGES OF END PANEL. (4). IN CASE T.AT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAN IS ONLY USED Al TOP) AT LEW TWO PANELS SWU.L BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WINO SPEED UP TO t70 m.p.h. ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized St6d Storm Panels No M% Increase in allowable stress has been used In the design o1 This predu➢L Separation hom glazing is not required for installations, outside of Wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated Be evidenced In previously Nelad test report(s), and is accounted to M the ortgrrleanng deai(pl of tha product. YWnd Load Resistance This product has been designed to resist Wind WAS as (ndicatad In the span schedule(s) on the impact"Product Evelustlan Document Pe. ergMeerinl dreWdng). installation This product WON be Nistalled W abid CO pManee With R6 respective Product Evsluadw Document (I a engrieeihtg drawing), along with all oomponents noted tharein. Product components shaN be of the material speaaed In that product's respective Product Evaluation Document O.e. ergNFesrmg drawing). Llm/tations & CondWons of Use: Use of (hie product shall be In Brut accordance with the respective Product Evaluation Documeid O.e. engineering drawft) as noted heroin. All supporting host Structures shall be designed to realet all Superimposed tads kid shall be of a Material Nded in this product's respeclive anchor schedule. Host structure conditions whkth are not accounted lot In this product's mapecWe anchor schedule shell be dasigried for on a eite•speciRc basis by a registered prolesoom e111#10" AT amponnards which are pamlanenty hs akd shall be protected agehat corrosion, comaminstilm, and other such demsge at all Or nes. This product has been designed for use Within and oul" the High Velocity Hurricane Zone (HVHZ). Respectti111y. £V144 ,.n 09' ... 4yN2lIN / Frank Bennardp, PE EmaiwF(tm EwR1ise 6PE0046549 I Con Audi 9885 160 SW 12 T" AVENUE SUITE 106, DEERFIELD BEACH, FSD0.taA 33442 (954) 354-0660 1 (866) 396-9999 TEAMSENGINEERINGEXPREss.coN ENGINEERINGEXIRESS.COM P O,A,n rJi ,.iul.l' h1 V M' 1 R t r !; 1 zam rA1-tifP.'I S? 'i ui Y' ri? .A -_ 4-FC C Fr. 11 W13TL Mt.•HT1 HP. t:,F, ,. ,r{ Y NU;I. Y. i.i�Y U11VI' iN. �_cOLilK:moDRFrouln L� �alDN la, a'ee :! Kwl P1'_.6ni WALLYNALLR MV�f YN a"Y ,..•IA'irl'i'x vr•.,•Ji-o t.c„r .•ur Y ail lMll:"W,p [4w-r.TT- 4, ..._JJvxI xF rnMArctxN+ tM'. s.*n'rnat MAY VAiq KIIP PPvry -R. V /'LTFF` >NSAT O."IT O 7 DET T. fl !f Syi Nrl_T.I Pf: I:IN �� ..C.R:C .. O- .I.Ar •v � NSA ^d N'A; •^ 1 f,6 "di<d Lrl AF �L' FLIT. r@YaI M"ti+- 9I•-9rI+r n.DPTl31MlTOPPeDTIDM CWSUXE D=TNI 5 � nur"r NDUA RxAIY ccrxlx L INSTALLATION DETAILS FOR INTO POURED CONCRETE, CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORAi PANEL(J) STRUCTURES _� POLREo &UG.00K RECURRED. , J4'e TAPCDN ANC/IOR . ,za.0 ' 1�' 1 1 ' V�1M1• t/4'e TAPCDN 14N1' HEX HEAD MIX it' - }(d• FROM YrOW REOLMiD I rJ i �„= HER HEAD TEX FROM ANCHOR • O.C. sV r I r � OF �: E.D. - t' � rr '', : Min •.� II , 1 1 we0"°aw+i" d 11/2' t/a•4�t-j�ai• �iN�{j� 1 - 1 ' 1. N �N O1CI,VS ) t 3/uu�UG POP N RNET �wN] Nor.--g�EPYeEAC - -11 I ' /18•P POPrAASS I RIVET u son r IT MAY __ MAX PANEL IENGTN k >'s SOUS )-ry PwNE1 LENGTH IS mot_.. ir`-"==V�-_W+a-2or e 4i p a e•"SEPARA 1 - TO OLASS. --O E '• Melt _ I _._1/4•0-2W* 1HWB EW ; SDII N }! _1/41MU PMB 5 1Y D► •L• I R TO , R O(a'L' 1 1 L.--! INNL � 7, i ,. __iJ4Y TAPCON M04OR • 12- O.C. //4Y TAPrtXq . ' f �iG PoURED ANOMaR a T2' O.C. Fi pR _ I Ir i ' I 2W WOOD T'u7E .. / CONCRETE BLOCK ,- REOURM. __�.:•,i_.�.-.LL I ' RECROE'D WALL moijunma SECTION EZI SCALE 3/8-1' ALTERNATIVE WALL MOUNTING EZ1Vt SCALE 3/8-1- HH4/1N/1N 4j�vCE NCIF3 's MIN. PANEL LENGTH DESIGN SHALL BE V-6' Z O. 44 •• * • f -am TLmal 1Nc FLORIDA BUILDING CODE n High Velocity NUITHcane 24 GAGE GALVANIZED STEEL STORY PANEL Zone CA,'n. 1. INSTALLATION ARE ONLY VAUD FOR MAX. ASD. PRESSURE RATING ♦/- 40.0 p.s.f. AMC 8'-0' MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ * s STATE 0 a n �i f - QA, LORLO .. 2r7 i LT I E G O ties, PROTECTION PRODUCTS. LLC. e aeon s.w f, Snitn Darr. FL y SAM MEMBERS TO BE 5N)UTHERN PINE No 2, W SPECIFIC / S'; • N E 1r a r '4rr 4♦ma RHN-'iF r� : nM, Pn-.M, n irr ra" MCPa (aa)aeP-Tea, rFd (w)NeE-slaT 20-175 DENSITY OF 0.55 OR EQUAL .FGWNM ANiN Ai"RAL/N31"eNNY1[�➢,VIE oaAinG IAe. WarD'TURM�J. PE eNaT Ta or le ALL AMERICAN SHUT'ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED f--(PERP, TO PANEL.SPAN)---� T'OP MOUNT (CONN Tr PE AS REQ'D) SECTIONS -{ IALA100T 59LTS WITH WA5 WINGNUTS FASTFNI OVERLAPS O MlO5P via APPROPRIATE SPAN �. PLAN VIER! n - Rod,, QOTTDM MOUNT (CDNN TYPE REQ'D) 110,741' - MAY BE ATT ��_-,:'� 03i a eorrOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T 5. KNATIFON TOP MOUNT Uri" (Ct3NN Tv� r (SPAN AB AI1tWE m (corvn TT AS RET,2'D) -oesrRiIMON p (LOCATION MAY VARY) �� Nisi TOP MWM Lt I I I I fCONN NPE AB REQ'D) Hamm MOUNT (CONN Lm6X (SPAN BELOW TYPE AS RM'D) OBSTRUCTION) PANELS MAY IM NOTCHED AS ftt3Zl1[RET, OFIIONALW'-2DSTTICH BOLTS WITr'I'WASHERED PROVIDER 7HAT MNNECTtbNS AND ANCHORS. ARE USED WHICH SATISFY WMNUTS FASTENED SFANS ABOVE a BELOW DUSTRUCTION. OVERLAPS 0 M OSPAN (USE RPMORRIATESPANTABM) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N;T,&. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GAIICf PANELS MMM4UNA STORM PANEL SEPARATIONF ROM GLASS 14V2.WRD MNE4 ESSENYMU FACILITIES) I ' MAXIMUM ALLOWABLE INSTALLATIONSU3S INSfAUATIONSGRFATER PRESSURE I SPAN Ilma@I THAN 3Q' ABOVE GMOE MAN 30' AK1VE GMGF ( - -sD i UaDAn 5,06. I.16. _ _- yTO.pin_216 in _•/-AS _.140_ _ 130.0M4--.._.-606M _�. _2.16 0__._ •NS 130A IP 6.061n 7-161n I,SB I I L30AIn 6.96M 1]61n .)56 30b6M 6.OBIn )35,n •/69 0.i2n 6D9W 253m CYAN SL htUULt NU I t,: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DIMON LOAD is PAN& FASTENER SPACING M DETERMINE RULE I M ALLOWABLE STORM PA N& SPAN. SCHEDULE S ACCEPTABLE FOR USE WITH NEGATIVE LOADS LESS LOADS. OR EQUAL TO NEGATIVE DESIGNLOA05. 2. *PANEL FASTENERS' ARE STUDS USED IN CON)UNCTION WirM ALL MOUNTING EXTRUSIONS, (•F"-TRACK. STUDDED ANCTI.E. ETC.), USE 6,25' OBL .C. PANEL FASTENER SPACING TAKE VALUES FOR ALL 'H"- AND "U'-HEADERS (INCLUDING BUDD OUT CONDITIONS: 3. LINEAR INTERPOLATION BETWI EM LOADS IS ACCEPTABLE. OTHERWISE USE NEAP H/GAR LOAD. 1, ENTER SMN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIMIM E MINIMUM ALLOWABLE SEPARATION PROM THE OPENING TO BE PROTECTED. i. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE (DADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHE APSE USE NEXT NIGHER LOAD, 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND 21NNE5 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 ED. MAXIMUM ALLOWABLE DESIGN PRESSURES: tll�% AS NOTED IN GYESIGN DESIGN NOTES: scHWuLEs POSITIVE AND MEWTIVE DESIGN PRESSURES CN.CLLLATED FOR USE WITH THIS SYSTEM:'SHALL BP DETERMINED PER SEPARRRA�lTppE EHCiOI NG IN RCEORA HCE WITH THE 1�609EOF rFIE OD CMAJ O NC HEMH/d1 lEB6 THAN OR EEgQUALTfI7EO THE P061TIVE OR NEGATNE DESIGN PRE56URE CAPI�ITY VALUES LISTED HEREiN.FORANY A _%EM RE AS SHOWN. GENERAL NOTES: VISIT ECAL.CIO/stli48 t $A'M FIA 7 JN CCNrt : =S ;wr .,a; .AA-NN r INxA`ral WWI +•.11� P PaN"ra"�a„o . • MINIMUM ALLOWABLE SPAN SCHEDULE t>ii1=<ii E;�-.E.IIEIiE�iE:iEJ�E�f r y' 7 7Gi�0�t010�7©tOm�� �'..LZ3L'1 ��10�©E�t©©OtmEJ701 "'�dEF�)t•J'7�r11E:it®�lil�)E7)t�®E.•"7i • ��""PSI'A�Z "11 .. .ESiiiE:iE;]7.E:JiFJi.®17.', 'F'7 E71tE�®©Sr`i®...MA®' • UNNEW==©EZ'iisii.....Ea..it',.,.i- ©t01Ca i E i tFZil F3 RFC 1F3i Ci tF3 i)t3 . i I �J..LT'^3i'.LL.':"'1©�'iiE�QSAF3SQs7tJE'7E7�i.i7i Ems'' iiJiEii �Ji IEJiE.� z [.i11�[:iFi�tF�E3 F� P F'�•"roOa�Ru'rl.�n uN qua N{ rn 47 _ ."a" Y 3It _ I: i F a C _ 3 R G Y I O [cNDRIDMS AT iDP M aprT�'sAM4lENDINS LESS TNMI „IPSE NOT$ a TMIE Ae6VT AN£ MT DM N 2 4Iq I4N MP 3 MAdnDn AM13lA5f !b "RCNI"l0 WHER PANei ,4N0T,N 15 GNIAITN IT4Y1 TNNT NDYii F➢N @!SP![nVf IIPUMtiNG (AMMNAnw AeDYt. 1 LO[,10S,RC, "t¢ulNED PO@ ALL N.¢vna IN IABE aRl>w_ W,211E SIP! CL3 A4E I'ml I^ V "I Mm Rl ,ISED wI1M eY00DVi PMNMt]NG fPY01nONS, ATOT41U0 �,q"AnON P@01, QMGSIaLL i Pe1 sensed 'F p D 0 •. nisei! Y IT6 r aOTN 31iH [WIM tM WiTA"pYT 9TTTM BWTSi AND SaeP PYMLS, • BDFN WITH PANEL FAs 'ENPi¢ 111 OP 413' O.0 AAN] MNNW0 uONE RI Or Ile ORpM PEN Q 019040 tM MAIL w..11MGNNOLINnNG CON6ntDN &WYM I. T,Rphi]E600"TTAOV.NTRNGD d L OPTION AL INTERIOR FASTENING DETAIL N.T.S. Ul Z T P MST ANIE1 F ALLEY S •t• Fj R➢n INTEILLON s t D ULI a K--]D P V S,S. SUD1F_ bar OR PAA Pe eCeHY TMV IF VIA Pall awJli ix M � 6P wlNcnuf �St110 Y1)',YED SC"EW•21f.6, (e [[¢NNKTS lOTTOM AMVNT p1 ■■a� �1('D NMu51a410 A6A]O?NT NA"ELt ��:O;jj/� FLEE . �11 r0' d -T Asngrw%waffli (eNwAE E1mIDw.T - tN" o,p .G YSIAOGw,.`rAIWl o" 20-31543 W006."WING SFACM Tull, It"" AMU AIIAUW t0 E10HE56 PAW M OPTIONAL EGRESS PANE DETAIL "B INTERIOR FASTENING A1 I-2.250' p.094ft-1 QA _ - Jia mSluuz •_ D �Q7 > �,125b,7S00TYP.TlOCA w,iYP. iTYP ' ,.141930° I:930• D•4.11+i�6250". -i 2,Ob0° (- +I 2.W0`11�1Di[Z77■■ 5 Wr>` �:121' 1,1130" �•N• Ha,AER ,a •N" IEE,DpF ,c\9uND-bUT V NEA➢m �� 61,1-PAN CLOSURE a 3.390" KAX.31' 0^.ri]!3g"2 NFr' 1'J'ItF 'dal¢ x 1.51 1.%0'1-�1.560` A5100. r 0.179•,L•,I 17•655 OlT9D`�I I1=0�655 b.375 �55 0.350" 1.007' 5 12.500' PANEL rAVEf4AG II 1- "k L Wµ1 0 5., N�, Q.A 0.250' ODSD' 4 ` 14.675" PAflELLEN �> nn �-f LE0 �0•Sa5 .150 4��1 T� 0I"OCT10N T 07p90° T-�(�D.O9Or +1."I Q. MMvrNM.wll 0.215' ,215 0.C435' 25 �I R0.13S .305 i . 1tl17 7 TR ��"^'' "++ilk 0.090" 0.700' 0.957" - n,�s L9 037Ot 6^-�{S" n r y - tp. c Fijipl w u.l MAI i•-].000' 0125' RED � i nme� y.i' l vu I T4@ ..•nil ,r.•. F : _ i; 1A00' ' I v' y���•[c1,a+F.uvxixN (n gig OVERLAP DC'TA [ i Li . 4" MAX. /., CORNERJI.OSLREDLTAII i %.25" MAX. T• t 5Cj f l^J 0.188"-T 7 N here .23" MAX, T� i.'1c•_ r@N.e--: rN; -ALYr'r r'T,n eyTFF•N 1 Mrnif dfr1 h BLIILD•ilUT .r .a••.3 a-aac a' I' rN.'wYl ML1lIN1 t1]NbIFf IlflNll D[iT6TANCE •il°r'=TAT PM gr •!, ran ._al 0i?.errsrrr IK"I V'f^, XICc� .x TA - eWf Y,F, PMED 111 } :• R 1 12 d01 ♦» l I, x., •A ,.Ly , l fl4 :l T:R.J T JI lE p R F'ij'.d.' N 'MfrJ P:P M - - 3 D00' -ci M •xv - E xa^r• xI'- r as �P S OVERLAP .wa n,+aau 3.fi2D'y a i I. it ._"I JA. IN.nriNi 1.SD0 a .25' MAX. .:0?NP 2.N T9.Y• 1 11 T19.n _ rr--. •' 1x:a w'Oa: a. xTiln :•".�"" MIN d J.M1 ¢ %ON. ♦ OA N >e>r t LS d .• ;LIN " (pPA.rl, 4* s I J S,"_V. P ATT i-AAYJ•• dL A c ME0.C169URE DETAIL BTU mar x Sh /\TRAPNWmCLOS1IPEDRTAY Y9fa n-*�L�if Nr 0.e@' NTS l Ioil ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANELFASTENERS. 12.5" O.C. 2.3' EDGE DIESTANCIE =1, F " MAx DegreeD YICMO0. PResasex IYPT PaP T 61-6 1 MAMN UPTO V I 9 UP T -10' rdMla 1T►! ] fT D3 { f C FDMN TYPE Cf C2 L CO 3 OOaM TYPE f2 C2 G ]4•, 134'Dl OtD I c DFWAtTU1TR,bC011 ei Ise 3 .s' a I r o9 2z 5' 1 6A 10.2 6A' 1 5 x I5.0" el° 61 32 S Lix, 36 .0"]La' 8.0' id5•' 1 fill 8.2 5.5• 125" SO B.1 95' 1 S t 12.e 3 D"f1" b 0 1 6.01' A7" d a s' P 129" rBe 80 6i el i4" SA' r2 8"f.b l -3' L 6 ] 16.0 61 54' 341 12.5' 16.0" ' 5 4 1 5" z D el" SA- 125' 16.D aY 5 4" 11'YIMXI, 33 OfWAR ULTRAfaro 4I. 4B 92 Il.S 3b tl' 361T' SiP 1 .r' iG,e ' B ' 1 .11' 71. 0 1 25" E.D S G 4 T" 1 S Y60' 7 9 15'- D ''. 11.5 6.0 20 91Y',: 12.5 0"14.Y IS 12. ' ]6➢ 13.9 9.] -125' LII-0 S1A" 9]' 12.T 1e0"]a.6' }i - 12.3" 1&0' 116 A9' I25' 1fi.0 ] 9:viI 260 119" Pr ii.5' 190 11.9', AS' 12,e' 6,6 215 P9" � ♦'YF 4" M11H1 E3 JLIr1 N,inlrs,loua stT 'N.'J•u: •_ ss.i 41 48 yl( N,%'ILP 92 LR�=, 7 13.5 Mo, 1 ' 6CI' ]6JY' 1 1' P 14 D 1 T" S - 3A' 1 - 4P " S itl.0 1{ O 11 9" 13.7' 18.0" 16d' 33.0" S 3" ' 1LS' l0A" 12,6" 16.0 3 S. 30.T' 12.5 12:5 SFi6' 1S6" SB G' 14,d" 133' fY 3L'. 12 5' 125' Se a 16 D 125" Yt9" -1,- 1, !p•6 12.5" 12,9" 1E0. 2I.5" 18,0" 54.3!.. 10.6' 10.9' 1 S 16. ' 1 S' 1 ' 12.5" 6.0 245 1➢.. ' 12,5" .0" 32.8" 10.6" ,I( 7 w FMe., 73 VH' ' " 41 40 X s2 2-5" 12.r 1 C' 1 W, lea• stiff• Ixa' III& 1.S 12.5" IfiA 14➢' 1 3r' f9.7" ta.d 13A' 12 12.5' >d-0" 1 A I8:0" it 6` iz 11.3" 12.3" 10.0' ] D. ]ht"' lP_]" 1tl p I2.6" le:N 143 it 8" 12.s 360" 16 ' ]2d1^ 125" 16A SS' 12,Y' 12.s•' 16 ,5 .2' S' " I6. • 5S' 2" 2.5" ED" DISTANCE lA 8 7/36-FS-WP O16m 31 IN NNI„ W:DN 41 A9 sz 72 T Iu1no » / din/O IR NI NIr :RN 4 w YY 1 u 72 l4" I- 4'xa HI 3 / r I/ N 3 33 tArTAN +1 4e 51 2 @.25 6.25' a2s' 12. 1z.5" 131,3" T.1" 63°. b. 16 s fiT 5:15" 6 T5' 7,1" - 635• & ' 1 1 2 .x' lDl]' 6.Y" 165 It rizs" 6.29' 6.25 12.3 12,5' 13.7" 30.1r 143" ell 7:r 73 15 d" 60" 5.0 63]" 4P5" %Z1" 1 8.25" D3" &3" 4.3 1 Yk' 3 10 e aa1" b.29' 25" 32' 62S" fA' 4 2' 4.d' .25" sea' A7' TeReettle 9 7 .0 6 4S" t2 9 111 7 4 0" 1z.!^ n or 11" Sa a2s• a T 4 1• 4:1r• ,ev" 1➢.T a i a pt "is"12r d ' W a25, ur a 4.0' 6.21" 0.7 41' 4.p• b,25 07' A-1' 6.25" ID 7- dL' + -s4r 10.7 4.1' 40' D s 1M.I IIM ~11 ;! ALL lamas SOLID SET 41 44 adz 92 Tl SZ!V 11 Y 143" 113" 12 S' 3&0 9 T" 7 ' Zi" to 0 4 T A' 12.5 160•ILr' Rl- 12.5" 160 7.8' 6.8 12,5• .0.78 62" 12.5' %V' 9, 7.6' IL5 Si 0 T 7' 6.2" /24" 16A. 7 7 62" 12.r' 1ZS' 260• & ISA- 77" .2" 62 1T:5• SZ!" Is' all 16e T7" ` 6.2', ' 12,5' L2. S" 16.0 77 >b-0 62" 1/4'•P L J{M aeED 3 uYWwl PAN IrvAI. 4Y 48 62. 72 12:r' 180" 6.4" 99" B.I9" 33 9 4 4" 4.1- 629" 10.2 4 0' 3J' 125' 13.4' Sz" 49 1545" R3 36•. 3" 62V 9:2 1 13" ,6. S' 4A" 0.1'-FS.25" 2' Y.5" 13" 4.15" 9.2 1.3' b.25 6:29 TO. 14.6" il' 92' ]' 910' 33" 62S" e23 ¢. 3;2"". 3.5" A3" 629' 11 P.2 35' 3,3•• a 4" m6E EISTANCE 1� p II Msa seaee ANCMOR Finamst / e ("Pi IlP,P vN IP In d'4X I:IW JP IN wA-F if COMNTST! two TYPE Cl.12 O CA LZ 13 C4 �pit_7H! kl CI " C+ A v4^ N 2^ A3+e® 23 Ill al'Shw 44 48 5z 7z l . 5 60' Sfi0 ID,9" 125 fill l6 U• 7. 1; S fill" 8 S 6 IL!' 16.0' SGO 68' 12 S le A RSA el l2. T ie 34 a e.➢ ➢ 11.5" 3 16,0 p 7 r 12 '. 1b0 L4 T 62 32 1 :0 lA 7 6 0 11.5' LZ 160 LAD 130• use" 69 Sl 60 lz.r I60 i60 147Jrfi 1476D 12 S' 12S• ]&0'147 6 P I6IT'3 T fill 4 D .14 M51M. a 1 t/2' 33 WOOb BCRPW 41 ill 52 72 12.5 3 60 16.0° 101" 32.5' 16 0' 11.1" 2.01 12.5' i8A SC 6' 6.2' k2.5 160' 1 S" 0. &1 12.r' 160' 97 5S" .Y2, ` fill" 97- sb" S . 12 5 11.5 25 16 0" ILO" Ttl 0" Sta' LSO' 9S' ] - 32 S' 0 6. {" 11.5' S.d• S .S' 1 6,0 16.0 !fill' 9 " 5 ' 6 5 e.6" ]-T 9.6" 56" SL ' ]25' 12.5' 1L0 9 S " to 6 ]6A 0.E !.e" .0" &a" 5..6" U4"AFIte MNED 93 TAPCAa•CFA6• 41 y 40 T 5 7 1T:1 I 1_ , 160" 23.3" 12: 12.5 16.0' 16.0' is ' 9.2" 12. ' IZV* 6.0 10.2' b.9' 9.2' 12.5 LLS 60" 1.1.4' 10,8" Sell 91" ILYI 12.51 lZs!' 161r 70" 16.0' 9.1" - .1•' a-.L' 12. 22,5' 12.5• is. 9.1. 41.11' 41"'. 7r 15' I BI6fD 73 All HON1M ANAxrt• 41 w00D 6USADtc 48 �[ M„ral i2 Lrla� 7Y r O' s . ' 7. 1 .S' 25,r 6 " s. 12,r' 3• 4. 13.e" s. s l 3" 167 ,0" 3.9' 12.3'• 433 es" 4]' 23. 12.4" 4.11" 4.1' 12.5 I A' S.r 0" 1125' 12"r 4 7' 6. 5- 12,3' 4.7R •' t .5' 3 11.2 55' 0.7• 8 PS' 12 3' 4.7' • 4A' 25• G4.T .0 12A. a " 6.25' 2.3" a. T" 4.0•- 6.25' SZ i" e. T" a.0" 621 123" 4. r" ANCHOR NOTES: { ANCHOR SCHEDULE APPIES TO ALL PRODUCTS OERTIFTEb HEREIN, BU7 ONLY PROVIDES MAIINUHALLOWABUEANOHOR SPACING. HMMUMALLOWABLESPANS AND PRESGURE3SINDICATED I N SPAN SCHEDULE SFVLLLAPPLY. 2 O NTERANCHOR SCHEDULE aASECON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, Is ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN SHUTTER SPAN TO N AN LO40 ON UTT NO SELECT A Gld'ATFA THAN OR F_QUAL SUE MOUNTING BDE DETAILS CONNECTION Ty", gASFD ON APPROPRIATE MOUNTING mwITpGM t6EE hWWNiING DETAll5 ON EET R. E FICA bN.OF� ION 3. 2F0 ill NTI TI FaIECI TWU 3. "PAWL pA57ENEN5" ARE 5T1)I15 USED IN CW UNCTION WITH All M6UNTING EXTRUSIONS ('P-TRACK, STUOLTED ANGLE, ETC) USE 6.21"O.0 PANEL FASI'ENERSPACING 7ABLE VALUES FOR ALL NL"•AND •U'-HEJ.DERS (jNCLUCH NO BU)LDOUT MN0rrTONS)' 4. ANCHORS SHALL BE IN'STALLEDIN ACCORDANCE WITH,MANUFACTURERS:'RKDMMENDATLON6 S. HOLLAW OLOCK HOST STRUCTURE"U. CONFORM TO AWTM C90 BLOCK. 6. MMMUM EMaEDMMT SHALL BE AS NOTED IN ANCHOR St71EOULE. 7 MVGMUM EMSEDMENT AND EDGE=TANCE eWMDES STUCCO, K AM. BRICK, AND OTHER WALL FINISHES WALL FINISHES SMALL BE LIMITED TO L/4" MAX Gk SHALL BE VERIFIED BY OTHERS 10 ADEQUATELY TRANSFER LOADS TO HOST STRICTURE- CONCRETE ANO•gR5 NOTED HEREIN SHALL BE EMBEDDED TO UN•CMCkEp CONCRETE ONLY. 9, WHERE EXI9TINGSTR,UCTURE 15 WOOD FRAMING, EXISTING OO NDITIONIS MAY VARY, FLELD VER3FY THAT FASTENERS ARE INTOADEQUATE *OOD PMMRG MEMBERS, NOT PLXWOOD, FASTENING TO PLY110000, is ACC!"ADLE ONLY FOR SIDE CLOSURE PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, PASTEL'ER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" I MIN,) WOOD STUD (35". EDGE DISTANCE75 ACCEPTABLE FOR W(7pD FRAMING), WOOD GTUDSMALLBE%GUrHERN'P] "1G-O.55 OR GREATER DENSITY, LAG SCREW SHALL PAVE PH ILLIP'S PAN HEAD OR HEX HEAD. LL. REMOVABLE ANCHORS ARE. DEWAL.T PANELMATE, ALL -POINTS SRYID-SET a SRASS SUSNBIG: Li. MACHDNESCREWS$HAL,L RAVE I/2'MLNTMIJM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETTI A PAN MEA0tt""T''R"1155 HEAD, LION. WAFER HEAT (SIDEWALK MELT) U. WO 13. NmNMUM E4bEDMBiT AN(I EDGE DISTs,NL.P IXCLUDL3 STUONXFOROTHER WALL FINISHES. Y�, OEB(G(NATES ANCHLMtAhDR20N5 WHICH ARE NOT AOCEPTABIE USES, 15. 71G DIRECT MdI NTINF, (DNOITIQN5- lB LINEAR fINTERP N ATiDN 6 NOT PERMITTED FOR USE WrTH THE ANCHOR SCHIEDULES LISTER GIN THIS SHEET S� In O Cl) N CL 0- O C .� Cu U - � In CD CD 0 O ) O U_ .Ln ��� Q (� o .� ////'��A V/ C N 'a W t� E O U C­ c CO x {.L O N Ca CV N Q p lV Y 3 al y Y Cu CU a C= �3 � U d C O eo a 'ate 0 f..1 ar O w W v J `�tl'�, \V O Q/ •T U C O CU aNNaWWa cal G Q Z Z Q J SHEET NO. SH 1.5�