Loading...
HomeMy WebLinkAbout6494 Beverly Hills Drz m Obi LO 0 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. ECEIVr CS 1 COVER SHEET FLOOR PLAN 01UV4 NOV z02,. 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 S3 DETAILS DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Rod. Radius RAG or Rag. Return Air Grill _ T �.. S5 DETAILS AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF B'rfold Door BK SH or Bk Sh Bookshelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam FP or F.P. Fireplace FIRDR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.G. Rough Opening IRS, R/S, R/SH or R8S Rod and Shelf -- -- - ' — - - 1" �^ ' ' . _.--- - y SS D1 WP PA1.0 PA1.1 PA1.2 RETROFIT DETAILS --- -- SECTIONS & DETAILS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom BP or B.P. Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. Smoke Detector SGD Sliding Glass Door......... _-_. , � ,� y.y. � -� 1_�-� _ � ` � ♦-� SH1.0 P HURRICANE SHUTTER PRODUCT APPROVAL BRG or BRG. BearingHB Hose Bibb SH or Sh. Shelves __ __.. __.___.- - __ .___..___— �- y-y SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL C Carpet CAB Cabinet HDR or Hdr. Header HGTorHgt. Height SHT Sheet SHWRorShwr. Shower SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFForCoff. Coffered or Tray Ceiling HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSULorinsul. Insulation 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) SO orSq. Square ❑ ❑ E__�__] � 7 EI a �1 ❑7 F171 FE J II � ��lSH1.5 SH1.3 SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL - - -P - - HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column COMM or Comm. Community INT or Int. Interior K/WALL or KlWall Kneewall STO Storage SW or S.W. Shear Wall l� Il 1 II_J ---------.--------- -JJ 7E] FE71 ❑ [ - - _--- - -- COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile KS or K.S. Knee Space LAUN or Latin. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken _ -- -- - - - ❑ � 7[:::11:71 7E]FEFD u t� - - - -- - - - D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish LT Laundry Tub MAS or Mos. Masonry MAX or Max Maximum TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder \ _ DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) TR Towel Ring TRANS WDW orTralsc. Transom Window TYP or Typ. Typical \V -- ---- - 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) 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 0.E. Owner's Entry UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior �►`✓� FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal PC Pull Chain PED or Ped. Pedestal PH Phone Wor w/ With WA or W.A. Wedge Anchor WC or W/C or W.C, Water Closet (toilet) c �! EW or E.W. Each Way EXPorExp. Expansion EXTorExt. Exterior FBC Florida Building Code FDN or Fdn. Foundation PKT or Pkt. Pocket (Door) PLorP.L. Parallam PLF Pounds per linear foot PLNTSHLForPit. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height WD or Wd Wood WDW HDR or WDW. HDR. Window Header WHorW.H. Water Heater WICorW.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 08-20-15 1.0 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 12-8-15 2.0 ADDED VAULT. C LG . 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 12-28-17 3.0 2017 FBC UPDATES 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 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ILventilation 14 ri 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 EOR has no duty to 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. �� protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 12-19-20 5.0 FBC 2020 CODE UPDATE 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 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. construction and the Designer/Architectand FOR has no duty to take any action or preventive measures to protect such property measures against any such peril at any time for any reason. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 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 1941 Al B1 KLM debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N LID o ca d y� CD I fray' mac V) y c rJ tO Z N Y d d T C2 CR G >� 0 f///,ft, r , _•� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. 9) W g a� C ;@ m y �040� � LL u_ a — �;; a 4 _ 2plie 9 0, 7 O mN u1 W pjO' m w IL Z u M z° d G ILW Z cV O U W ❑ ❑ 0 V z n- � V I (1) N 0 w g Ly N w of U c Q `C,4 a� � o W M �t J E ? ® E I— V 77 UO U Z C � E µO� Opp w_ y Z y. U � _ �E C� mill co zI >co LO L � � N co M N N T U) m CN m ¢� O N o O .N Q n L(') r < r IN o Z E E ui a 0 Q o _J JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. C S 65' 0" 55'-10" V-7" T-7" 01 15'-0" 01 3" VERIFY METER 1 A LOCATION WITH X-0" S3 BUILDER H.B. " *- R&S' --__ ---- is VERIFY LOCATION T W N ELECTRICAL PANEL IIII TYP @ (IN SUITE OWNER'S SUITETB A. �=0 A W W. . O TO PROVIDE 2'-6 APPLIANCE PROTECTION WHEN REQUIRED PER FBC IIII II GARAGE OPENING G 8'-0" CLG. 50TIE Ct _b 8'-0" CLG. Av CARPETCARPET 2 CAR GARAGE I I I I- =W A OM I N 17'-8" r- r f -- - 3 - _- T 7'-8" 8'-0" CLG. 20 -08 l; 8 L. - - • _ - _3 0 - 2668 rll p W _ 6$_ _.1 -- .- _--__._-- . _ ._ HANSON I p I I c BOX 36" FWALLL SLAB 2 _ - - - BEYOND =� I I I I O 9 r i7> 60"x36" _�_ . -._- DRYER VENT K S3 I w I I N SHOWER THRU ROO I 0 1 1 00 G S3 (3) 2x4 #2 SPF w/ - FIBERGLASS I I I c I I ----- &S DTT2Z @ BASE RROU D T I TYP @ 1 STORY PT. OPT. D 5'-11g' 4--0-1 hi I I I A S3 j 1 Ix UI `� NOTE: FINISHED I I WALLS TO BE _� HI 1 � 1 AHU - - g•_ ., -i - -I I I 1 FLUSH. VERIFY IN I I 1 1 FIELD. I I I ti _r LE-' ------ ----- -L 8 - 8� S3 (3) 2x4 #2 SPF w/ 3 G.T. _ FAMILY R M R.A.G. ,- !- DTT2Z @ BASE Q `- -----r �- O N v 2:12 VAULTED CLG. 1 9'-4" CLG. I CARPET I I- 3068 I I tc T 1 n � (in �- 9'-4,' ThLE-+-- CLQ. __ _.. A ' I ENTRY r -, 23'-8 �,CD _ I " 3'-10 7-8'� - 10 1 -3 11 �� 8 -0 CLG. �' 1 HDR AT 7'-4" _ _ I I ILL I N R&5------ F2668 R&S 2668 r = --- ---- 4'-0" 11-7 -' I 6'-10" `~ _, - 7- 4'-7" 8'-8" N 5'-4" � -' ' 14'-6" 5'-4" "' N I T-6" I I 5068 B.F. 068 B.F. - OPT. o I PATIO CAFE _�- REF. ---�- BEDROOM 4 2 =a z� �� �� -______________ 1 - - - - -�-----_-- ,� o �__- : o w r CARPET BEDROOM 3 �r BEDR OM 4W o VAULT. CLG. J o o 00 .3 I I �� 8-0 CLG. A 8 -0 CLG. I 0o vOi CARPET Q �I 24 to rs -i -- ° _ v i 1 co O i N > U i SI Kw/ ISP �` CARPET I :- I ILE 2" '� CA PET i 21'-2" - - }_ _l _ _i 2'-�" I 2' ;_ 10'-4" 10'••4�' -- -- 2'-4' I 5'- i / I f UtT: C G -- - _.. Il Ica R 1 - TIDE- -- - -- t -_ PANT Y o_ ^ ao I I I $ - } F C7 -- TYP @ 1 -- STORY F 8'_ fxW FLAT L ,hto I FIBERGLASS A - I - - - - - 0 `7 5-SH I I SURROUND • 1 S3 16" DEEP EGRESS H B� EGRESS O A S3 O 29'-8" 15'-10" 19'-6" 65'-0" 10, 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 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18}X62J S.H. 16 20X72 18}X71J S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1 H3 27 114 X 38 J 26 x 37 4 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Bl SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM F:\�3WACAI=1RMO 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 INSULATION REQ. EXT CONIC WALL I 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) d C. � a ca a r.• O �4 V- Q- _C ' ra o ._ N O J m Q N Y dco W co - 4a c ea v c a y, as •`° � C o a � �i`�����llllltf(lldOlttr�� To the best of the Engineers knowledge, information and belief, the structural plans and speGflcaflons oontalned 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) W E $ 8. w W ig04n tl) m v w LL LL Z OC, �LL� a uJ g °y' a. 52 A. W O ��rnrn m un = C14 N 66 y = W z pN z z A Q � �N z S Q) (� w •U c 00 UJ � z U � • c Q N 7s S M M 0 w �` iii% a E Eo E: a g R z® � lJ E a � JiU OK �Z z ° Z g �{$ �p to C z� W O > (Q � LO LO v, Q N J T N Y r r ) N 00 LO QI p C N 04 N n L1') M N y Z z E 1qr a U � ¢ p � JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND KITCHEN O 00 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD 'II` 0 z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR > / ON BATHROOM WALL o �, n — SHWR. o CABINMEDICo0 I L _ VALVES _ = o TOILET C° SOAP F- PAPER `O o DISH cfl U 00 LO y- HOLDER (+ _ d 0 Z O Z `C� ^ U- t,. o ch o > c� > o c� LT MM cnM N UB FIN. FLR. L BATHROOMS, SHOWERS AND TUBS -5 N OPT. �� REF 7-7 n KITCHEN O f` BATH 2 Q 00 MIRROR ~� T L U�� OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS ---� SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT Cr BRACKET 36" H BASE 0 FINISHED CABINETS - 0 COUNTER TOP 30" H BASE 00 LL O 2x IL t 2010 FRAMING T M co 1 /2" GYP BOARD — FIN. FLR. CLOSETS / LAUNDRY 2x P.T. SHELVING CABINETS - ISLAND COUNTER 101 � o CV N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=V-0" 1 N © c 0 r .Q 7 W O L tJ. O C m K N tO P N d P cc d •} E s i a! P a a ie d a� ld T N � E to p o� u 0 1f i t •"��'y L C; 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. E SM $ o 0 C N n 0 5;fl di �MOx$T, # LL a LL � LJL LL S 6W. Z L�O1 n.� 0 go W �9NZ; OW IL Z '4 r' Z Q N OU 0 Z v W CIO Z g(14 Z �S 2 r` J d � � w .ij-oS� OW N V) c „ w Q M w LL g E z �LL Zo Q E ~� <_ z ° Z - g E w¢o W a (fl <a Zg � g r p Z CO CA 0) O8 y� ZM aZ ) �s W 00 S �i wW 01� U §i O = . OC N M cocr � � N Y_ch M m � QI O N oO o N_ h L() r L r C (y o z z E qt N E D m N a U ¢ 0 C JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 2 8"x8" SMOOTH TEXTURES CORBELS I" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 j� HEEL T.O.M. - - HDR HGT. TEXTURED o CEMENTICIOUS 50 9 � FINISH ON C.M.U: (TYP.) to F.FL.-- ---- --- t�r-�--35SH 12 5 14'-0" RIDGE VENT 12 12 � 5�-� �5 aID: -1 IDD [:-D EL-1 1-7�11 ILI E-] 3068 \--+3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION - 61 T-0" RIDGE VENT 12- I SCALE: 1 /4"=1'-0" _i, 1. I ...,,.,._ .._._ �,a_ 1. __. _...�.. •._ _ _.._� i . _,.�i�...-.-,.a,.,.m--��- -1— +.,-.--..!^'^p"s� ram.-�_'"^'�..-..'Y:. SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---..V�-+--• �- -1 r , L ��� , 1.. ..-- �= I ,�—� I --r I L , � 1 _.�.-_mac _.... T_ , �'. - _ .,..,. , r�+._I-'— T , 1_ -, a,ar_'��L_. _,-..+ q - .�._�_l. I I _. � ..:.-�� �._. . _: �.-_� •f .4.. - ..:..� R a]'r,-.. -zeal.__.-.�I+M•. - _-.-ram-. -r r-.. :- J.�-�-. 1.'�r, - � ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------- 1'-0" 1'-0" 25 SH 25 SH LEFT ELEVATION - 131 : 1 /4"=1' — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. - HDR HGT. ,— TEXTURED _ o CEMENTICIOUS °? °0 FINISH ON C.M.U. (TYP.) - - - F.FL. REV. 09.24.21 N N O N O C P O W L L RC.. C U . CL CL N E 42It c CU v) �1 C'. E- tC r' b. � ��C),�N `� P.•; •,`. E 4 - Qqk cy 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. 44 W �g S N D � � W O^0 n 0 N M J di Q M V M LL C J u.(L Z 0r� �LLLL G. pC a L fa of ?EIj '' Q N V7 O WO LW 00 M ¢� N ,n O U Z W Op J d 13 W 'Z 9 n 1 —J V •O V' W W Q wt� Ep Q 3� M w z M � C C O zo w No sLL a 3 G io Q Zno' rroo 8g WW ra 0 c J =� ati p � 0 O "r o� =4 O (fl CC L L rn B a Q CV co IT � T Y r rr^� � V J CN m LO O N O C:) N n 0) � �-- Q T LN ' z z a E v � a o JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 3.1 TEXTURED CEMENTICIOUS p FINISH ON C.M.U. ' bo 50 (TYP.) is is c I a 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — T.O.M. - - HDR HGT. — -- --------------- - ---------------------------------------------------------------------------------------------------------------- — — — — — — - 11-011 11-0.1 TEXTURED ps-0" CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. TOM l� 12% 4' OFFRIDGE VENT - 5 I I 1- - 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ��1-ry J..-....,.I �... _ -I._—_. I ♦_ �_ I �._—�._ DTI I �.� �i .. ..,._- L_.._..I_._T� -__I- � ...�� •r{ �__ -� Tao -�'� ,.�L . I—I—•�'—r = �-"a--,-- I---r' r- I I -T � r.e..,=1...r._.y.-.-,�,.,L�... :.-_�.�:T:� .6 -0 3'-1 „r-C------- 11-0 12 5� _ -------------- EXTEI OVER BE CE ON D( 35 SH (2) 35 SH T-0" RIDGE VENT 12 5� IDED - 1ANG TO VTERED ,OR 5068 SGD REAR ELEVATION — B1. 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP-) _-.+--.- .. .-....- �-.._. �-,•.. _ �� •—.,._-F --L-.-.� L.J. __�- ,.-� ,ter--�_ 12 ��5 —i-- �� r � I_ �,^. I..: .,,..y ... : w„r_ _._ I • 1 _l_�1.. .+,. I.. m.-.. ,..... 1 ... +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — B1. REV. 09.24.21 N� C�-' 0 cz c T v �W 0 0 0 �� C. =�GoCn 17 U- d N N CD �- N' G Q N L N a, c 3 O L Q r � G Cr n.: c E A p O- U ■- O t,\111111111111111 f '61RO WN \N� zz \% `/ I V •• -\ �/I11I1i11t � 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beating Engineers signature and seal. W a g A8 6,0 LQh f N d: M p xsr u-LL d U. S LU a 0 10 iz W 81 C" 0 to < J i 00 04N Z d Q IL 7W N OU 00 W pp Z� z $ Zo v J — — N M z N V 'n n1 ,W1 Nli LLJ 0 W g w M pr U r~ o � z M o w a Q E E o �° < =o r n1 —to SOU U O 10 cli -N i M to o adz o a w w C �Y x�r No >Z z zz O O y 4 Yd w" o� r 0: x zw .S O Y / LOCL rn c� Q � N ? co N N V J m LN ¢I CNI N O N O � N 0 c E Nr el ai U c 0_ Q p JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP z CAP 2" "NOTE: N iv FOAM TO BE USED 1" RADIUS ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS 2" REQUIRED BY 1n = COMMUNITY ^ 3/4" RADIUS 1-5a O SPECS. IF NOT, Na 1" 2" OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. O �- 1/2' RADIUS 1" 1" � o 1" 4" VARIES = '- N N EDGE OF rie .'N 1 _0 ►LQ.j-ct ox �- OPENING VARIES N 11, VARIES 4 22 V-4" c r 1n VARIES 1n N SIN 111 11-011 111 m 3 1 1/2" RADIUS � oyi A o p 4 " 21 Qa 4" T 2 1/2" RADIUS o 34" 3 � � a u A� off' V 3 n n N e VARIES 12 11" r' 1" 111 BASE BASE T N 3 2" T ;n IV 1n 1n Y" 11.8n n / • C� I I ti N N �=% 1j" O "NOTE: VARIES 8" 2" FOAM TO BE USED ` 3„ ONLY WHEN REQUIRED BY co 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" k' 111 11-411 DETAIL TO BE 2" 2" � BUILT W/ STUCCO. I } U$ ZIE EDGE NOF G OPENING 6n z m � 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, Q the structural plans and specifications contained within these 4° 10" fV — ---- ---- -- drawings comply with the 2020 Rorlda Building Code - gr Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 101, Engineers signature and seal. 2111 � N ---- c Q `a Q 7— Q `0 r C 9 (» M R qq Q� J lL LL LL W 513. c S o- M Z �o c °' a Y a.. i 9y� o n 2" 4" 11 3" 2- 2„ iv w W _ W 8 rn 0 °�° IL N M a k 10 EliZ OU y -- W ❑ ❑ rn 4 1-1/2" THICK 12 21„ Z N 4 � Z _ 2'� 1'-10" �r -J 52n 1 i_5n 52" r' 54„ 1 �n 3n -- -- N g `° _ — Oo =IN V VARIES VARIES 0 c g in � �N U E Q VARIES VARIES c • 4n 8„ i - ________ 6" 4" KEYSTONE F11 c KEYSTONE F11 00 �` U- E g 1` Q iv I iv p,1' OPTIONAL OPTIONAL $ o F ? • I z oa V w� co I j� N N t� o V u Rh `O tO''3n S ru 14" GARAGE DR. OPENING 4" L33- E 4" WINDOW OPENING 4" == $ IL cn ~ 2" �`"� � NOTE: � z • INSTALL OVER STONE, TYP. 3 0 o • FIN. TO HAVE TRADITIONAL a z o W � �o VARIES LOOK &SMOOTH FINISH � • • FOAM/ EPS MATERIAL IS ' • ACCEPTEDw NOTE: v zI� "3 o • FIN. TO HAVE TRADITIONAL LOOK & _ c LA SMOOTH FINISH 14" 1'-6 " 14. 12" 2' � Q 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1 5 > (� T-8" Ll 101, 1' 4" 10" O f --- — -- N L, N _ 1 t0 Cr LO ` 0 N M O (V N Y J LO FLih E .. a 0 Q 1' R10„ 12n JOB NO: 22-06456 1 SCALE : AS NOTED SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 / I • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/YOOA INDOOR PANEL CENTER n 200 amp 150 amp UNDERGROUND DLiv1 SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER y NEC 17, 250,94 NEMA 1 150 AMPI 200 AMP to lights A outlets to appliances and GFI to WH o Rarlpe aHVAC 150=2/0 200=4/0 In 2" Conduit 4 Bare Cu Ground •Y� AI V CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL I. Electrical outlet heights as measured from cen finished floor to ter line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is Intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where Installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range Is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE © EXHAUST FAN ;�1 1 I EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) )� TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)Qa 60" A.F.F. O THERMOSTAT ELECTRIC METER JQ ELECTRIC PANEL I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT vII 2q AV DTI, PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER LlGulvn I GtJ ncVGr I nlrLL FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM 15'-0" VERIF METER LOCATION WITH BUILD R WP +H.B. I---1 & GFI I ELECTRICAL PLAN - ELEV-B1 SCALE: Y4'=1'-0" nl C O o >W a� Co C N cc C.;o m x "'o- N cc c= ' Q y N Y fl+= N o .ca a u'3 cc is dLj 61 J� > c o a>t ea c E cc o a u 4 N N 0 N I`-• N Ui 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 Bullding Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. W Q $ SLQ 0) o) iI �Q w � 04 0 J M .444 M LLLL J LL In LL LL - li S2 Z CA tL W rR°f 0 Z co Z d co Z CN OU y W z z Z o ¢ v (n iX cn Z U O - c toLn w ¢ 00 N O M z u E a _® a w O I_ N wok [L Z g� Z CD J N� �a ra fm zo U W gz iR $ O (6 � LO L 9 120 Q CL CD � N M j N ,N T m LO Q� O N o O N a) ro N Z C ro E d, L' m c JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 4 F:.; 0 ROOF PLAN - ELEV-B1 SCALE: Y4"=1 '-0" to. - -; C > W G C O G CC W N �- ' V1 .m CV L d ar iC Z j is y XTj � E � o O Cv e. v To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W f rJ , C 9 W 0M0� ~ LL J LL LL d ULI W Y 0 Z IL Sow d �' 0 N OU Z W Cp v z z z o J — VN 13 z O 0 01 W GC Q) •V 0 OW N C d S C) ry • z r> J LL z ao 33 �q 14z0 O E U u is oa� ~ — o O �� W U o Ez Z ID 0 ay z C N N �Z O O" � <z z W3 C Mj a i a �o > co � LO LOCL CD /^1 � N co j T N M ca LO Q� O N o O Nr N CF) r- <11.0 T' E o z z E h E 'a c 4 U Q p JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 5 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 5'-7 , 6'-0" 5_2$„ 7,_1 „ 11 4 REINF. SEE PLAN. FOUNDATION V-6" � 6666-0. TYP @ 1 STORY 4. 15'-0" w z U.N.O. VERIFY METER Ta �w" a� A LOCATION WITH 3'4" S3 BUILD ER t H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • • • ♦ • ♦ • • ♦ • • • • • • • • • • • • ♦ • • • • • • • • • • r • • • • • • • • • . •.•.• • ♦ �• �/ • I +T::1 }► io m or VERIFY LOCATION +-- �\ / ��W.H.i/ "i ELECTRICAL PANEL (2) #5 REBAR VERTICALS w/ in BUILDER TO PROVIDE FILLED CELL 0•_0r• I I :: I : ; 2._6rr APPLIANCE PROTECT ON ■., I :: ; ; I : WHEN REQUIRED PE • FBC 35� 4" 20'-0" I I I I: I iv in K o I c' S3 N J S3 I EDGE OF SLAB 2" 1 I I T ■• I CJ :: GJJ : BEYOND WALL CJ "' 5'-3" 1'-10" 3'-6".- I M r✓ I ; N I : • • it I ..... �00 ; ..- . - -- - - . _ _ ' I (2) #5 REBAR ; I : I (— J T VERTICALS w/ in I — - I OPT. WI I I OPT. D ! -3 1/2" I I -1 I Cl) FILLED CELL r I L_J I I 1' 2'-6"x2'-6"X1'-0" FTG G • I W/(3)#SE.W. S3 �.��._�._� L----�L----�: 3,_5.. H SLOPE AV— r I : 2'-6" x 2'-6" x 1'-0" () TYP @ 1 STORY I AHU I I iv I VERTICALS wAin FILLED CELL W/ (3) #5'S E.W. U.N.O. A CC i I K S3 CJ CJ % I— 25-10 ii g_ — ------ ■ 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. � I ^ ��,. I L i 3-1/2" MIN 3000 PSI CONC.� 1 I INDICATES FILLED CELL w/ 3000 PSI I SLAB FOR HERNANDO PROVIDE %2" x 9 %z" "' " I �M SLOPE , S3 ED (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT. POOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSkWNC TOP OF CONC./ PAVER TO BE 4'-8" 3'-8" 4-4-FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 WI' VISQUEEN 0-0., 4"BELOW FIN, FLR. ■ ..........: ■ M.......0 ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BA I ' ' ..... ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 . : 1 ... ........... STEEL" �� / 16'-10" -----.-----� 12'-10" o 4'-0" I i i �r STEPS AS REQUIRED PER FIELD CONDITIONS I i i I ....... ': 1 I �� KITCHEN ISLAND III I : .............:::::::: I LOW WALLS III OPT r ; .. 10-10"4-1 .■ v ______iCj:i ■• � REF. r`—LC.1—�J—�i r — — — � C I---- —------� _— ___ ____ PROVIDE 1 Y°RECESS x � _ — — — — — — — — — '�"` e — — ' — = ' ' CHASE TO ISIS D — — — — II t, `II TYP 1 @ STORY — — r i FOR SGD. REFER TO j��II I I U.N.O. L � o iv cP 13 I MASON'S SLOPE FOR I D.W. 111 �� 11 r' 111 I • • ; : ' ' lit l I °P A I M WIDTH LL J �L� J.JI _ _ — — j :: I S3 i / I ~— SINK / DISP 116-0 II M 01. � I I •. I ■ I ., lI r' 4 AC PAD '_0» i i//�HVACCHASEIt i BASED ON �i—� —� �� :: ;,� LOCATION I ; _ _ = = _ _� i o i,zL � —� — _-----_— -- ---- ss� —II --r II_ Zr� + TYP @ 1 STORY H.B. U.N.O. S3 1 -10" L 2'-106' L V-11 FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N N0 c�i -o •� o� G � p � G M� "-e- o �yomaNc 0 c.m a �cr„c �? 6 y_ c R as �_ a► y cm c $ ;g o u o. c` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained wkhin these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 40 W E Q N N 0 m 1AH /M y0 M 0 ok N LJ J LL , = -S Or Ii Y co 0 pyy o W �OjO' m zN 04 Cl) Z ILWN IL In O U U) W ❑❑ Z N Z �g Q v J C9 � 4 N .O o 8 N I U_ O, r_ M 8 E x E r6 wa z ~ C o fx� rg ra Z Cl) W 6o Z (Tj aLL a LD kkS 01 zl°Sa O CD LL w / L / co 120 � (0 � N � N N Y T�.y� U) N W m ' ^ Qi O N Co o NLO � t•— T IN C N 6 Z zE Elit C a 8 a JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 6 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 a=oft [4:12]-[12:12] / ----�------------ -- (SQ FEET) (-) VALUE DENOTES SUCTION 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 -78.58 " ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 f (11 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Ili Q SHINGLE: %fi' EXP. 1 M/16) or IV2' EXP. 1 (116) TILE: ty32" EXP. 1 (33/16) r NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 -Y8" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%32", 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=oft 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. �_n 1-1 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 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 1 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ 08) 1/4" x 3" SOS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5l8" ANCH. 126 10dxl-1/2" HTT5 5795 5/8" ANCH. 126 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/ 06) 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/ 0 6) 1/4" x 3" SIDS 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 ** 1 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "* 30 -16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2 LGT2 4060-M 3770-F 3500-M 3240-F w/ D SINKERS & (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3 16D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 1 735 1 1 8 -10d SP2 1010 605 12-10d SPT24 1 1090 1 1 12-10d HCP2 590 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1 Old 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 (+l- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 FX COLNT LEDGER A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Bl SCALE: %4'=1'-0" N 0 N cID � C= o > W Ord .- w �a C.4 as o, .m 4.tyra cc co m WC C a, is � o Q 67 "o f� 14'. A4;r G. �"fin'. )• 1"- `^ a�.' �`'? \ /,:u '.\. y. e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edldon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W $ Q N 8 C69 UiN~O� A LL Ni aj M J Q J U. WI W 4 Z t m rn n. S2 e O C,4 W 2 C, m 20 M Z d J = N OU W ❑❑ U v � z z z N N ,zn V a � •U� O ,,, l!1 C y Q t• o o® FCo E $o wg �� ,q C/) m0 o z } W <b 4 WQ =_ J `d• (w *I420U OLO � 1 ^ c cc N j T N Y U) o N m V) _m 0 N 0 cO QLo �— T ai M N z E d' 0-U � Q p JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe verticaload Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS . •kill - • • • - • �- 0. ■ i V.-M.M1.00 r� - U 8F44 1 B/1 T 8F40 1B/1T 8RF4006/1T 81`321B/1T FORM dt GROUT SOLID Q fV Q J O /5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE - N.T.S. E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTP preca rTntels = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S EBAR .(1)RETTOP IN (1) Q'D LEiAR ALTERNATE POWERS STEEL LINTEL 4 ° v C .M.U. #5 REBAR AT TOP a° MIN.(1)REQ'D 1-1/2"CLEAR • a GROUT ° 4 rq Lo P • BOTTOM OF LINTEL CAVITY t%i Z w - 8 CdW 0 X w o -BOTTOM o ¢ (j REINFORCING ¢ O s k I W - 7.5/8"ACTUAL PROVIDED IN O 8" NOMWAL WIDTH LINTEL b 5 REBAR AT BOTTC (VARIES) 0) R `� AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers spedflcations. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 0 N L0 V OF 4'-6" LL 4'-6" LL C� 6-10" LL LINTEL PLAN - ELEV-131 SCALE: %4'=1'-0" N c5� �o O ._ -c r CD o o c G o m rNc cc a �+ m c= o go2 a N N Y ar ar =0 al ca c E ca o a, u Av pli U C:;P. fir, �•('r'J/ t e i ? i+.:E; To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 w O M 0LoI, N 0 N C a CJ LL W LL Z 0 0OC LL o Lu 0) n dN� O '2rnrn Lw Z w mZ d fw Z N 00 ° ti W ❑❑ z_ z Z � Q � J d � N z C9 Q O W O v� Lu 8 _ � u 5 Yp� ass • `. O, M M y p=p w LL E zo >�y �® O E U O I� E X oa g= � o Z N t � S �zi ow � C�u o Z yr J VJ -� NO < a >2 tzJ a W o3 co LOLO Q � � N co N N Y '- m LO +-r N lj� Q I � N O) LO �-- Q N m �LIDo N Z rEs E to LD C C a E 00 � rd cc a o � JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308,4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF N 4MM MEASURED VERTICALLY AB VE ANY STANDING OR WALKING SURFACE. THE GLAZING IS LESS THAN 60 INCHES (152 ) EASU D0 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 617MS 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 00 AND ROOF FLOOR TRUSS HOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 00 USS S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND REQUIREMENTS, BEARING POINTS BRACING , RE UIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2, 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. " 2 „ 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : MID -DEPTH OF SLAB. F BERIN. M MESH P RRCED SIGN MIIXFMAY BE USED I.L.O WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 „ �, 1 �, FASTENING SHOULD BE TYPE W 1Yq DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTHMACHINE BOLTS: GAL ANIZEDASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy= 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FASTENERS AND TIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL ET F THECONCRETE,LI NMENT ARE T BE IN ACCORDANCE I L S 0 SPACING AND ALIGNMENT 0 C "J" ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. ' 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 = 1,850PSI 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 ermanent sI'Iggn 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. Irrigationlsprinkler systems includinull risers and spray heads shall not be installed wi in 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall coveringand final earth grade shall not be less than 6 Inches. g d Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 dilutipn. If rain II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - be ncrete oyes u and mortar along the foundation perimeter must be removed ore extenorpSol ftreatment, 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 install after construction is complete, including landscaping and irrigation. Any soi 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. N o O L G ea o N Ci M Ca -o m yc w o-. n R C- N t3 Asa u+ a m� C LA ca o c E o 23- u 0 t2t�'vV Ile `rc SiS.� 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 11- CS N `Q1 04 0 v �LLLA_ a a32 Z 0 W � � o 03 Lu Q Z M ZL N U Z 0 (n W OO 0 z z � z C. J ) - Np V) •/ 1 z p Q� U' _CC LU Ow V) c_ m r-- , ! UC__ I Q � • o w o a O N U oa o Zd C N w L <o O wr� m co g O Z- a)4£3 <'ZzCf)C: 1W 0 � a aLL �w � �5 WI$ a< 0j. •a O O 11') Ul m 0 Q � � N coCN � N N V J m m Liz T ¢ O N I N O < LO Cn r N LC) ti E E a U < p c JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. SN 111111, It ryl,11111111 I, TIMIr 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-1- CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" STUB -OUT FOR 0 11-011 4 0 GAS METER U o � c, • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 2 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r � 1/8" gap r r / N't 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) - —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM r SIMPSON MGT w/(22)10d w l �� NAILS TYP. GIRDER TRUSS CONT. #5 STD. 90° BAR > I HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D --PLYWOOD FLOOR !' =' SHEATHING PER PLAN COLUMN AND CONNECTION �. ;��--TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL ' TJI PER PLAN ,�;..., OTHERWISE SOLID I BLOCKING TO MATCH ' Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4 max. - - _ Web Stiffener Fastener Schedul-ed I Joist Bearing Location Series_ _'_nth End Intermediate T r ®i 9-1/2": 2-80 2-8d BCI5000s 11-7/8 2 8d 3-8d 1411 _ __ 2-8-d 5-8d Clinch nails - " 9-1/2 2-8d 2-8d when BCI6000s® 11-7/8" 2-8d_ 3-8d _ possible BC16500s® 114" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d Tight fit --------- 16" BCI 60sP _ _ 14" 2-8d._ 5-8d- 9 2-8d 6-8d 2x4/PI ood/OSB web stiffener 2" min. ® 11-7/8' 3-16d I 3-16d j 1^^f BCI 90s 14" 5-16d 1 5-16d _ required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* r—When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 7-1NINE• rl 6"' A l " ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE iy" 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. 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. `-install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block ' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements r 4 0.6 X Joist o . 4 depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ • SEE PLAN FOR---'••_ • . • FOUNDATION INFO ' a a STEM FOUNDATION GRADE a REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. IT LOCATION OF SECOND H10A SIMPSON JOA (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION - TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 11 11�11� . II 11�, PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a a SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE °°. e° L 4 0 � � W e o r 0-,:a C^� J N N IO C� t N yG d� E s a ►c o t d too � J w ;'`�•`,%V, 'jt'tLtFl,tt" To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 8 S �� QO0) ig M N LL u' LL13 W U_ Zc S a a 52N, W NCO � o W "Z ar IL OU W z z � z o a � /� Np Z O vn C1 '1 W (D CA LL w g a (D' 0 w S ty I CC11 (Aa7 _ * U y Q " OI Id E A� 7 a2. E y 3i Bg z O cQi os ao g gg 3 C ZN oY gLL (Nn o O O U W a coo 0 w�1 v 5 o3 12 > (0 X L ' ^ 61' rn m 0 Q T N M m L0 QI O 04 o r O CV Q Liz ,-- L r zR _ CV ' 2 E z ` a ai U JOB NO : 22-06456 SCALE : AS NOTED SHEET NO. SN 1 r c Lo 29 9 0 LO I <R ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'1 (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I ,-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d 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 E 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 `1 MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO _ • ' a 6 ► I I , �T' Q BE IN ACCORDANCE w/ ASTM - p Ir D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8 i ROOF SHEATHING - SEE SCHEDULE - Ill - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a_NOTE:EXTEND W1.4XW1.4 WOR WF DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E !6 --�v e> r ° I z 100 cn �r 6 MIL VAPOR ► - BARRIER • • T COMP. SOIL. (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1' OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB --� BLOCK WALL BEYOND 14 O.H.D. RECESS 1' z 1=II, 1Ilr- r�i�� � II.II SEE A/S3 OR J/S6 I RILF FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=Vi 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"11/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w / (10)10d NAILS N P.T. PLATE TYP.2x ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 0o II� III ICI III III 11:_ z I-` r NOTE: �11 III III.'I II- II � *FOR BEARING WALL'- ILI W/ UPLIFT ONLY _ I I i III III I� �I ,I I I i- I I1�1 111 III III I I =�11 1= �I I I I�,I I!I il'i I IIf FRAME WALL TO C.M.U. WALL CONNECTION II I; D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ' ' a GRADE C0 ° -(1) #5 tREBAR W/ OPT, IN—b- I -- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0° S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. . I 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING Rill 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"0 x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0-'-0—" (ALT:1/2"x12" TITEN HD @ 24" - OIL O.C. OR 5/8"x10' WEDGE ANCHOR A,F.F. T @ 24" O.C.) 2"i ELEV. -0 -311 " z �31/2"MIN. A.F.F. 8 tL N '-1T1—rT >r 4 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. •2x BLOCKING HORIZONTALLY@ INTERVALS 5/1 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 70016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT:1/2"x12" TITEN HD @ 24" 4NSULATION PER CHART ON FLOOR PLAN O.C. 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN O @ 24"" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w! (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1,4 x W1.4 INCLUDE THE WALL / 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS — WWF OR FIBERMESH I111"D1klilreR- . • , —a.. ���'�IL�I''�?ii�lhl�ll=jhJl II �'�Il�ll�l 411�11g11, �31/2"MIN. 1/2"(mina 4" ;0 rrr Trr Gam,.. GV S, SE �s SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 W! 6s INSULATION PER FBC AND ENERGY co FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-1(R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 5/1 x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w! (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30"MIN. LAP] C0 t . 6 MIL VAPOR BARRIER ° ° °O — '- R 17/8' — s z #5 REINFORCING BAR ° — #5 LAP SPLICE • • � 111- _ _ II ll ll� . • • � Ir • - • • - • �Il�ll�ll �� 11�,11 �� II �� II: ��II�II .11�ll ill SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN a INTERIOR a.. -31-- /2� n 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 ,a Cl) 6 MIL VAPOR -_— BARRIER 4" 1401 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" �I �IIP 11� .u--.0 u-•r�—ntiu�u--d�11�311 1=11��II�11=11� :=11r�11= i NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 Will (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U h IL cn LU t+ e rn —77T -- — 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F S3 SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM wl 3 SEE PLAN () SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. X: CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN, (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN -CONT. BEAD SEALANT 1`6 x 6 W1.lill c`�v WWF OR FIBERMESH K. S3 I t I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Fr a SEE PLAN FOR STRUCTURAL ::g w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN Q w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o W „ BRICK PAVERS or B PER COMMUNITYSPECS 0-0 FIN. Fll • ..'� • . SEE FOUNDATION CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE'. 314" - T-0• (2) #5 CONT. =1 IJ� ON 3" CHAIRS 8" Vi (TYP.) 1 /2"(min11�.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/1 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �. WWF OR FIBERMESH �, € e 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR rWWF OR FIBERMESH S.G.D.(U.N.O.)� I 1 Cn C SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS a(� S.G.D. M SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD E d. CONT. FOOTING STEEL MAT REINFORCING. E ' s Z .. M 00 — g C� J III n• Ii��I z= I! --I III -II w I—tzww !! ii. j - II= z U_ !Ij. I. � W 1 1 I l i -=1 I I I I FOOTING U BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 E N N CO 0 v d O o t o atio 1° malt 10W a N. O R d d .y o o� � �. J d V. c o a'cr- :�L.1 o 0 °Y..°• a .li� 1/0[.Ilsit`�� n , To the beat 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. gE $ S V err A CIO t- f» M v .t LL 4C C J LL W 3U.u- o A_ W �Nm 0 �pjO' Co. E rNa Z a IL Z N 06 � y W ❑❑ CD v _z z B z al: $ l/1 zC1 W OCL un J W U d Qc 04 ti o � z M _j o 0� 60 2 o 'z 0 E° ~ �W� o M go O .,d.o ms C �x 222 Zvj W s a �g v I� 3 o 10 CU LO120 LO rn (a Q � � N cu :3 T N Cr r m 00 CN � N I C0 1 N Ill LO r T L ai E N z z a E d iti • a U Q p .•i JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. S3 (MONO) �TYP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" TT SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE Zx TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no EVENLY WALL IS 1 1/2" MAXIMUMPLATE INTERIORHEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24' O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/(3)1Old NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING - DOOR OPENING 1 ❑ ❑ ❑ EXTERIOR WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT J 1!_M. �.__II . •� •• • • 1 a Is• !i!I- �r�li III�N r>Ili� I'll - �I '�■. _-__ ■� lil MIN IIIT� NOTES: (DRILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8xl6 C.M.U. GARAGE DOOR-----, GARAGE DOOR ROLLER CONNECTION ASSEMBLY ;;' ••.:, — GARAGE FLOOR r TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. Q a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFA �O�Y �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING �t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn i nrwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) 1 (2) 1 (2) (1) LSTA30 V -16' (3) (4) (2) 1 (4) (2) LSTA30 /— FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. p0 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2X4 FBLOCKING2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END/ FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) W O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48., SPLICE STAGGERED M/4. 14-10d @ 8" O/C ATTACH ALL -' �J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON Q SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. 14 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) I (5645# SPF) I (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING - \-NAILED INTO (2)16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 - K.O. BLOCK W/(1) J-BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX FILLED RECESS SP4 SP4 LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. 2X8 P.T. BOTTOM P TE MASONRY WALL B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED I NA KA NA TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 o BEYOND. o -PLYWOOD FASTENED TO TRUSSES o WITH 8d COMMON WIRE NAILS @ 4" o PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" o (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM _j PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR_�� SCALE: N.T.S. S4 cam•+ Nc cra c: w t o cc X OO .� u- a N' N o v, a, Q N yc 2 d d io L cc � E � a 1111"1111,Wl `J VJ.,1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E V (B N 0 N , ;*� R 0 M V % LJ LL 0 LL a Z g� a t m 9 W_ 1 N (O 09 � c� Z ¢ 1= ZN O U 00 W z J C1 M LU O '"Ln N v ' � — I U • !z p z a E 0° �R _® Q CIO I••- Bg z of cv T U �� a? .8 Z c55 c xg U <w Z o� 3�w 30 W i8 o� O a$ ¢O v ?I� 0 LnLO M (V Y Cr r M 00 L1') r O 04 •0 N n (� LO T Q d N z E ItT P3 c 0. 0 p JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS- \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL i 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO. 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 8" FROM RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d Ir "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END d TOE NAILS @ EA.DIV BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD THE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FORTH E OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED ( 2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED "„ „ THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO -� SIMPSON META12 w/ (7)10dxl 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3„ SDS SCREWS TO PLATES AT 24„ O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATESPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X21/4" 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 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 " (2) 16d NAILS -WOOD TRUSSES go ;0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16diD� AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ (D - 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/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 .,,T , .r,.... reontIC ne eunInrkr cno a of v% MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE NAILATSIMPSONSP2 w/ (12 ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0!C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO '. JACK TRUSS BLOCKING & (4)1/4"X2 3/4" >z� - TITEN TO CMU Yrrrr=>x SEE PLAN FOR CONNECTION OF THE u10 r vyrvntvrt t tvry ter ^"" ^� �� �`'••�•-� '- 2X4'T" ON TOP OF PANEL-' EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g - SEE TYP. WALL SECTION FOR SCALE: 3/4" V 0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT .,.,, ........._ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 • ,�__a_" alll •_ 4 rII. -° •—elite— •n �L°• a �� •� �._- -i�• •I� a � ," I '< I! J. .,<• a h{Ij- I, ]l L ---- --- li it III. i CONT, BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 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. �- E 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" - 3'-0" T-O" - 6141 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 90� 0 CORNERJACK C7 a Y ¢ W 0 HIP FRAMING REFERENCE PLAN 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 5S5 SCALE: N.T.S. 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. �SS� X' BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. L ohle INS ON No InAl goo III ION �I�1111■ON 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 rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o 0 G2 o °mom 'p W O- ) c V N cp v •3 R ot d Q� Ln o 1111111 y yoJ • `.1�'4 —c o _ r J GO LO 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. tli W o 8 0- 6) �S i (A 0 N O Z Q aj M V S2 J C J S LL _- S a. IL Z g O7 a 13 O W ��rnrn M uu LL= N=¢0 N Z OU Q W ❑❑ c- E2-1 -9 Q� J a NCo. s �- N M w U O W g Ln N Ln ' 8 z M W M q U_ �40. o y ?a a0. H O 2° U �° Z � it CUr& C t=ii0 Ta z J N N a Z aZ W U %° O a� J = � O = L 'h rn M N J Y 'r T m L I QI O N a O .0 N_ � � T.- Q T IN E N z E rp a v Ca U S Q p c JOB NO : 22-06456 SCALE : AS NOTED SHEET NO. S5 1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 �1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T. TO PRODUCT —_L_ TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 j— 1 X 4 . , 1x4 P.T. 3/16"� X 3" LONG il-�- FURRING 3-19" LONG X 3/16"0 FURRING FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" @ BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" 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. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" El O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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" 2x8 2x DETAIL 21/4" DETAIL STAGGERED@12"0' 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX u SOLID BLKG. AT TOP BTWN. u ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B --- SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -- —2 x 8 45 DIAAGONAL BRACE AT EA, FACE OF ARCH W/ (3)1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL �iiP/1111��J PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK 0 ±5" NOTCH WEB AT FIRST 2 COURSI ;APAUI I T = 1JUb 9 t-UH 1 b I HAF' =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. -� ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 T NAILS / 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY K`L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'4" ° ° A ° GRADE e. e. ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .00 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS iR t)` THE :S ♦ #5 REBAR (TYP,) ' 4 00 r D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN OEM AI/1TE •1 DEr n%A/ 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24 O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544, R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x /+ v 4FNGTN + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO ��� + SUPPORT SOFFIT NTER I , If jIV� SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: a,, - CGG CHGFT n*) AAIn cc z 0 2 U_ 0 w M U @ FIRST COURSE 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/40 1/2" SDS SCREWS INTO BAND JOIST & (4)1AN2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT Y FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. . .• OVERHANG�; •; RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" NISH .... I� Y >, p . . • #5 BAR Is p ► .: .• CENTERED W/ g ► .:' • • . +► IN TOP c� ► # ' KNOCKOUT / Zv i - '• :; • CHAIR BLOCK MONO FOOTING Is, ,. SIZE AND REINF. PER PLAN - ► •, AND SECTION DETAILS • ► CLEAN FILL ,► • . DIRT b z •• :. • STANDARD 4 #5 BAR IN 90' HOOK iv 1 FILLED CELL -zIt - •� , le 0 sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. N DETARLANILS AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N Lo c-n o C..) , :,.. W 0 Coo aa CPL.ti =Mmx •- 3 s d t� cc w d a c E m v o- u 0 r S-E �{ �> To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o 8 (A 0 N p�6 0 a r�M^L M ai J J a 10 a W T MZ d L Z N ZOv 0 L) W ❑❑ N z J d N N Ln z m o 0 Cz c� 4 fn u- (a_ r.,-1 •U 0 LU cn c W ' = L001> U c a °° � 0 S s E QoR . =o o CID 41 o E & M0 z z N i o °10 a ¢z C zC�9 � J am iZ Nw W _ pWD¢¢ o� 1O > CO LOLO _ Q 0 � � N co � r N Cr _Y ch m °�° LN T 4 O N 0) D C04 .Q 0) L0 04 M N �,; Z c E N E c n. U J Q Q J JOB NO : 22-06456 SCALE : AS NOTED SHEET NO. SS rs rn 42 C9 .�8 Z9 m �Y B C E 2 Ez JS a 0 f a N LO N CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH "3 It TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. _--z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) "k 2x8 #2 SPF RIDGE BEAM "k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO 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 PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE PLAN FOR MORE lNFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" `1 BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)1Old PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON • LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS VARIES , , ,-, , _. _ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP NAILING SCHEDULE OUTLOOKER 2X4 #2 SPF BRACING @ 4" O.C. INFO. EXTERIOR SHEATHING INFO. " 16" O.C. W/ 4 12d 'i 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP COMMON TRUSSES. h ATTACHED PER TO TRUSS W/ 2 12d TOENAILS SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE ( ) 4 1 STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD PLATE MORE INFO. STUD) TRUSS SCHEDULE SHEATHING ATTACHED N' PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN 4 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION 1/2" PLYWOOD ROOF SLOPE r ( ) SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x WOOD WALL s .. -r = 1 1/2" NAILS TO BLOCKING (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ EACH COMMON BELOW 16" O.C. TRUSS/ FRAMING t,r^� @ OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ - (14) 10d x 1 1/2" NAILS' 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM t f" SEE PLAN 16d COMMONS � � NAILS EACH SHEATHING ATTACHED j BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - --- - 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW - - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C.--- MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER —/ FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER MASONRY WALL SEE I @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) A�' SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRYr8N�CONNECTION r22*N�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS &SECTIONS c•4 c"t• 0 tv co d U O o d� w s o °max �cco� N -0 N p Q � N d d d E O o O- u SRO Lvlv • _'l �y� .���� OC-- F U Q � r/rr/lllllllll'110��\\ To the best of the Engineer's knowledge, Information and bellef, 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 M 8 $ -o 0) � � "� W cn 0 M LL � LL ry <1 0. Z r m°g' i a 0 W�rnrn LL= �zdk N OU N W ❑ ❑ z z ¢ g a--+ t•Q w 0 W On = �M W � o J LL E14 zo w �� _• I— xQ� wO U z N O az �O ao W� Q3 " - C /) C Y NO mm QLL Z <<W z W 3 z U Z U ook N 4 O z W� a 21 a3 LaO > CO LO LO � L (V � CID T N Y Cr T (n m CV m Lrn _ < O o 04 o N t\ 0) L0 r Q L T ui M (V N o Z z E d- �, E '0 �o r_ a U � 4 0 JOB NO: 22-06456 SCALE : AS NOTED SHEET NO. D1 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 c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 34' CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t 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 WEATHER JE BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 14 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f • in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED `- SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN 1'4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST lO� INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 AV PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS 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 (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R7032 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 ii,. ; .i =i 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 71/J 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 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade QD 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 Exception: Where the barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 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 (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 RELEASE ADH ADHESIVE TO N° contraction, ASTMC1281, 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: 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 712. Flashing door be installed in the shall comply with AAMA at exterior window and openings shall accordance with one or more of 2 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' JI 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in autters. FOUNDATION WEEP SCREED I \ I STRIP OF SAF �C DRAINAGE PLANE WRB �- BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �I THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er eSIS an atrial Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY - SHEATHING,'OSB', PLYWOOD, DENSGLASS CSR�21y STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB �-SF LATH I II --_-- 'ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster .-•►v....... . Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs, 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all a r,C C� c d y Q 4r C� v <o N t N 3 5C2 � v 3 A �r. J d � ,- C e 14 0 c'� r• CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 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 N, 00 N Q8 8 0 Q � M � 3y , C -1 U. W Z 52 a °' a W��pjOi G 1A9j Z IL m w ,00 n N Z J co Z N v W ❑❑ Z f0 •5<2QSJ�45 Q a �V) z C1 (_Da)N _$ (6 w O s wLn LU U � • 0 UL L. n O wwQg Oa p h C o E o $_ Z N � a o it '� �o Y ZCn 9Z W 3 a V 0 I� Z W 2 2 �p `�- 3 o Q e ' CO Qr L0 m 0 Q CL : N Cr T- T m U ¢I O 04 O N 0 N I Lip T- Q T U M N g Z E E 2 iv a. U Q p JOB NO : 22-06456 SCALE : AS NOTED SHEET NO. WP Alf I I I" I) III I I'�uP�1RI@�PtIIR (I I I I II Mounting Brackets (10 G2 +112' x 4-l12' x 2-12' See Anchor Schedule Scuts 112' Dia. A32lie/ (T7p•) T, k1A Self-Draiir►g Screws A/C Unit Bottom Edge Hurricane Strap (Typicah 3 in front) Front Cross Support (Mlay be cut to W) Left Bradcet(16Gauge) 1111450-Drbling5cremThruBracketsa Back Cross Support Into AIC Unit Bottom Side (Typicalt 3 each side for hurrkane use) 10-5�8" Washer I Self-Locklrtg Nuts Stat;&c ituualabtnn antansuanle on pewialub with cal, Heirloom m Air Siam {ai.l a�irj available sties eagsar Sack Cross Support (May be cut to W) Right Dtacket (16 Gauge) Florida Department of Business & Professional Regulation pair t ct 1 Bulling Codes and Standards 12n62021 Product Approval Application Detail Am ViWMI Bsllemun[ cannot IoYmLcilkdlae Mddd Dh YMOM suburb II PSCAidarawk AOMDv*d Lga AdIllmsMlal 2020 smart Vwd Products, Ind. man" Grh.m Hennes F. Noma P.E. Locke Dowd. P.E. 12016/2020 1211N O20 122WZ20 Approved CLl.M: Structural ConponaM (677) 441.03N PE-73776 (334) 500.16D0 MC20or1r. Podium.droduood as a Remit at Infom.lLdvkntcom Nov Ted --SOY Compliance Methoa EvNus. R.P. from. Florin Roodored ArdlNst or a Uansed Florida Professional Engenr Oudb-Amt m &nsometforUse Awrona let Ulm IDPIO I Lad 1aHVHZ 2doomm Isaw" EMNNM 1 SmAn161HOOP610 WmM., Oust Function Flood end Wrdlsaw Vent 12712a77 Yee Yea NIA N0"100 2 SMOVent Made11540411 Do.] F-41. Flood and Wntedon Vein 125WO23 Yu Yen NIA •100Ftoo 3 &F*dYom moo: 91890620 ntWAdd Flood Vent 1213t2023 Yss Yes NM •10Dif10 4 BmenV.t abdail a154P521 An Flood Yhl 12r312023 Yea Yea NM NODA 100 6 am.mrrd Modsl 01540024 1Blquq; Oange Door mooed Vent 120/2023 Yak Yes N/A N/A 6 9manVem Medo1 W 540570 Wood WWI IawtaM Flood vent 1201Ra23 Yet Yw NIA •100F 100 B7etV.M Modste164G674 /4.3Lqud: Gangue Door Flood Vent 12S1J20M Y. Yea NM WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application DIMall Poit 1 sir 1 tl142001 rat aIl!(dC Ll4 no om*PwmIM an Z= XK Mn ■miDA K ZWAIi YJ11Ylalst.ac YIYA" Alamw i=Anolalal aa®im 29& Rawaide min Drexel Malt. Ind. Jam ahumaid Zachary R. Pant LOOM Davdss P.E. 08/16r2020 08/082020 oworto20 10,13W20 Approved cortim: Rooting (502) 303.1511 PE-74021 (31413DO.1800 ateCdegory: M.W Radng hAummlgoaxmM.oan Donald What EV$dUOM Roped from a Flats Regl W red AohOW or a Licensed natal Prclee.lcne Bnpnssr rIlS.asadea da AIMrY. B Approved fur U, actartantallIgeSht ImgarL naam LILd Product Description II11tYMi &rant P.Msarzs 1 Graced Mel: RoomO SYMamf ON,. 100N5, Oa1C labile, DMC 175M DMC 2003, 12131e2025 Yet No NIA toF160 ouc 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pasr2a4 1252022 [1 im Otur v2rslQ1 Manuhar !� Em & LleedM validated By ya Ido w I Aooro ed Awn RavlelOn 202D Thermo-Tru Corporation Stave Joaperson Lyndon F. ScnmdL P.E. Ryon Kingg P.E. 04n&r2021 12/312020 04/22/1021 OdKRV2021 Approved C&tagotY. Exterior Doors (8M 043.7626 PE-43400 (813) 767-0666 SubCetsgory; Swinging EAbdar Door AeeertlbMe a ja.peraenagtll.rmrfnl.co Compliance MNhed: Evaluetbn Raportfrom s m Florida Registered Arohlbot or a Uosnood Florida PLtrffi4l.a8Praluala Prorsabnel Ergelear (eruct Medal. Numhr r Noma ousli0LAssurance $glgriWlgtlliWg ±11:111211211111111 Aboaramadfarllao AgordiVa4mGLtl In 1NV12 Q 1 npm f ROM 1 s. Themr-Tru Fiber-CY.Mo and Smooth -Star Nomina166Atl0;88quotlrrpactLquot Opaque 12t3l= 140 YM Ys WA Composite Edge Fiberglass Single Door (InaWnglOulswkno: X mn6guro6on) 2 b. Thernia Tru FIber.Cbsole and Smooth -Star Nominal BL"a& Lquotlmpieraglat Opagw 12131/2= No Yes Ys WA Composite Edge Fibarglss91nDle Dar with SdMLe(al ammAngfOutawng; XO. OXor OXO configurations) 3 a Therma-Tru Rbar-Class(o and Snbobt-Sar Nominal SWV,8 &quatlnpool&quot Opaquo 12/31= No YM Yet, WA Composite fte Fiberglass Double Door Win or without Sdelltes (IMrArglOvbWng; Am OXXO Configurations) 4 d. Thomr*Tru Fiber-Ceo:c and Smooth -Slav Nominal 8&a3g;0 Bguotlmpactrgtat Opaque 12131/2022 No YesYs WA Compoeib Edge Fiberglas Sbgle Door (InswrgKNtewig; X OOFAgundoo) 5 a. Therm oolYu Plber-C4a ale and SmOctn-Star Nominal 86e13&0 aquottmpact8quot Opaque 12(311= No Yea Yes WA Composite Edge Fiberglass Single Door with Siddb(s) Odawng/Oulaw.g; XO, OX or OXO mnflguraaons) a f. Thrms-Tru Flber-CIMWC and SmootfrStar Nominal SUM.0 nguotirtpsodquot Opaque 12131121W No Yet Yes WA Composite Etbo Ffb Ina, Double Door Wth or w8heut SkrRas (Ir"WoutsWng: XX or OXXO CoMiguratlons) 7 g, Thorma-Tru Fiber-Chsalo end Smooth-SLr Nominal NOW.,8 8quatimpao/6gcbt GIKed 1213120M No YM Ys WA Composite Edge Fiberglass Single Door (InswrgfOuhwirlg; X mrAgumbon) 8 h. Thamla-Tru Fiber.Clossld and Smooth -Star Nominal 68036;8 bquatlmpadtsquot Glazed 1221/2022 No Yes Yss WA Composite Edge Fiberglass SYgls Door with adelke(al On6rAng/OulsWrg; XO, OXa OXO configuntoona 0 i, Thermu-Tru Fiber-Cla►ab ant Smooth -Star Nominal 8&e3P8 &quottmpsotillci ; Glazed 121312022 No Ys Ys WA Composite Edge FTborplass Double Dar Wth or wahout SdelRos 0,VrplOub .a Act OXXO configurations) 10 J. Therms-Tru Fbar-Claaab and Smooth -Stir Nominal SM8D;0 &quotdmpacraquot Glued 12131r2022 No Yes Ys WA Edge XoaM�uri"oonSingle Door ma4neroutro"; xposito ( ) 11 it. Thorma-Tin Flbet•Claaac and Smooth.Star Nominol $&#No &quid pootd4tat Glazed 1213l/= No Yes Ys N/A Composite Edge Flbsrglos Sage Door wsh Sdalkl Onsw(rglOutlaWna. XO. OXor OXO configurations) 12 I. Thorms•Tru FUNCloaeb and Snvooth-Ster Nominal SAM.0 8quotlit"etisquot Glazes 121312022 No Yes Yw NIA Composite Edge Fiberglass; Double Door Wth or without SWelits (InermrgfOutswing; )Odr OX)DO ednfigurationo 13 in Tbenna-Tru Flber-Claszb and Smooth -Star Nominal 641116quotlmpaeNquot Glazed Molted 12r31f2= No Yes Ys WA OpenbE/ywbegis Single Door On ewpoursdon) 14 n. TheffrwTru Fiber-Clossic and Smooth -Stair Nominal 6&p3a8 8quotlmpecMquot Olazad Molded 121312022 No YM vs WA Open Composhe Edge Fibarglew 9lnyyle D0a vbN Glazed Molded Open Sidelfe(a) (In.Wrg/Out 1; XO, OX a OXO donrgursdione) 16 0. Theme-Tru Fien r-Classic and Smooth -Star Nominal S8a30,8 &quotimpocr&gsat Glazed Molded 12r31/21722 No Yes Yet WA Open Competing Edge Fiberglass Double Door with or without Glued Molded Omen 891elhas (Inawngl0vtewtp; XX or OXXO corn iguratbrn) 16 p. ThanrSaTru Fiber.Cbma and Smoothater Nominal SlItAl 8 &quotl nvoef8quot Opaque 12131f= No Yes Yen WA Composite Edge Fibrplsss Single Door with Molded Open SkNl6e(s) OnswinD/0utardng: XO. OX or OXO confgunt8on: 17 q. Thema►Tru Fiber-Claslo and Smooth-Ser Nominal 86R9 ,. &quotirrpaot8quot Opaqus 1213112= No Yea Yas WA Composite Edge Fiberglass Double Door Wth or E Wthout O Mailed open Sldell s (I"AWrQg QuteWng; XX or OXXO Configurations) Will lime Ysnlan 6nufamw Rewllon 2020 POTlndurNs Cogger. Exleda Dadrs BubCdsgery: agent; Odriatladr Assemblies cCnallrrce MdhOd: CWWQ b. MLm Of Odng Lad 9 BG0.6370 = Malls Imp.tl) Florida DapafVnent of Buslness & Professlonal Regulation Building Codes and Standards Product Approval Application Detall P.a.7 dl 1R/2D21 carried 141Mred ■r 3(� a&mm Peal Approved imu J-, Rorw* MamFDede KOO-CER Mi ml-ode BCCO-VAL 11/19M20 lorAM20 iv"20 Approved (941),4884100 (789) 315-2890 Ifft-kidpgenasms.e on' . for Uso Aenrrwadforles Maria Ash amidAIa>allladaD SDtlr&aLCmlatmaAs{a in AlartlsHimi smom aroma Vkqu atdng Ohba Door 04M42021 Yet Yet vs WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o22) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approwl 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 ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star NON -IMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 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 +38.7I-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7 FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 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 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0I-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0I-55.0 psf 2/16t2024 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 Aiside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 Apsf +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 6/2912023 PI glass USA, Inc. for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 Cr ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 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 An 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 NIA 9/ 11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 5/2512024 The products listed below did not demonstrate product approxel at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page I d3 Building Codes and Standards I25022 Product Approval Application Detail QM Entavor 21111 20 Ehmp ndlna 20it j version Manufacturer contact EndlnaeraLicense Yanoaledev yaggaftg Stilidnithod FQQ Approval Ationived IOU Revision 2020 Theimil Corporation Stave Jasperson Lyndon F. Schmidt, P.E. Ryan J. King PE. 07/2912020 07H2/2020 07/20=0 10/1312020 Approved PE-43C09 (813) 767E566 SYbOalaaottjr: SWrigi Exterior Door Awambfw JasWrsonQ am mlatru.m Compliance Medical: Evaluation Report from a fit Florida Regialarod Archbict or a Llcsnaed Fiords Professional EngIneM GIi doLAIAWS l Aetadvad der UM Merollee tax Ur gL" Q%= O. FTwlrrit Ma<el. NumMr or Name PrvdubtOesonbaon Canrna! Exolretlen Date fpf, i Outalda HYIQ gy�,ru pressure 7 e.Therms-Tru Flber•ClwebandSmooth-Slav Nominal 660*86quotlmpact8quot Opedue 12J31 rm Yes Yea Yes WA Composite Edge Fiberglass Single Door (ImeningloulawMg; X mnfigunbon) 2 b. Thwma•Tru FlberClanie end Smooth -Ste Nominal SUVII 6quatlmpactl6qua; Opaque 12131/2072 Yea Yea Ys WA Composite Edge Fiberglass Single Door with Sdef te(a) Untroing)Outewina: XO, OX or OXO mnnguraaoN) 3 c. Thorma-Tru FEe-Clrllle end Srnooth3ter No in*[ &gLAWmpsall quot Opaque 12131/2022 Yea Yes Yee WA Composite fd s, Fiberglass Double Door vxth or WthoutSkaWKea(IruWnglOuMWng; XXorOXXO mnnguratlons) 4 d. Therma-Tru Flar-Cleosk: and Smooll-Saar Nornlmal 81M990 6quct'ImpadBquot Opaque 12A1r2022 Ys Yes Yea WA Composite Edge Fiberglass Single Door (InswirglOutawirg; X confouration) 6 s. Themo.Tru Fiber.Cles.lc and e-th-Sbnr Nominal8&a3g;O bquatlmpad&quot Opaque 1W31 t2l= Yet YM Yea WA Composite Edge FibagIs- 9ingk Door Will Swlb(.) OrYwin 710uYwtn.: X0. Gx or OXO configurational 6 f. Therme.Tru Fiber-C4wic and Smooth.Ste Nomina188rs9it0 8quotlmpaddqud; Opagw 12131 rM2 Yw Yes Yes WA CompoWe Edge Fibeglas Double Door with or Wdaout Sidell s (IngavinglOuteWrg: XX or OAD OVAQ until 7 g. Themr•Tru Fiber -Classic and Smooth -Star Nonlinol 68AWS Ilquotimpedliquot; Glazed 121312022 Yes Yes Yea WA Composite Edge Fiberglass Single Door Onswrg/Out om"ll; X conffgurstion) 6 h. Therma•Tru FlberClessio and 6moot"iar Nominal o&tl*I) 8quot,lmpad6quot; Glued I Villr2022 Yes Yes yes WA Composite Edge Fiberillow Single Door vvidr SdNks(s) OneWng/Outewing; XO. OX or OXO mnfipun5oa) 0 iTherms-Tru Filer-CleesiC and Smooth -Star NoMIMR Ose3g:6 &quotlmparz&gUat Glazed 12J31r2022 Yes Yos Yes WA Composite Edge Fiberglass Double Door vAm or Wmout SldelllM (tnr4nglOuteWng; XX or OXXO configurational 10 I. Tharma-Tru Flbe•CMWc and 8mooth-S11r Nominsl "01*06quotlmpad&quot Glazed 12131/2022 Yes Yes YM WA Comaooft Edge Fiberglass Single Door (Irl"rVjOn,t roll; X deffgur.0oq) 11 k. Thorma-TN Flee -Classic and Erlboth•8tar Nomin018&m, tl 12131r= Yes Yes yea WA Composite, Edge Fiberglass Single Door Wth adelte(s) (Inswingloutewng: )(O. OX or OXO configurations) 12 I. Th wma-Tru Fiber•Cla nor. and Smooth -Ste Nominal 6&MD Squotlmped IRU04 Glazed 12r3112022 Yes Yes Yss WA CampoeNs Edge Fibeinglow Double Door whth or M (Iruwi Without Sidaligl0=rIg; XX or OXXO Configurations) 13 m. Thom.-Tfu Flbar•Claagc and Smooth -Star Nominal USSR:6 8quotlmpad&quot Opaque 1201 r= Yes Yaa Yoe WA ComplWle F-dgr Fiberglass le Door will 8quotFlon•Impect&quot; SWelts(s) (Nomn�6&a36,8� OX or oOOpAxi Yions) 14 n.Them-Tru Fllvw-Claaek and Gnm11,61or eq W 6q ale pagtss 12/312022 Yes Yr Yee WA Composite Edge Fiberglass Double Door well &quot uot. Sidelltn (Im;Wna1OulsW r%;; � os�Im ; OAO15 o. Therma-Tru Fiber -Classic and 6ntoo6.8ter Nominal WSSO kinot:lmpad&quot Opaque 12131 12022 Yea yes YM WA Composite Edge Fiberglas Single Door Wth &quOtNorelmpaol&qud; Soapy OnswirVOulewing; XO, OX or OXO Cordlpuratgns) is p. Thsrma-Tru Rbar-Clssic and Smooth -Star Nominal &&a' O &quatImped&quot, Opaque 1213I r-IM Yes yes Yes WA Composite Edge Fiberglas Double Door Wth &qud;Non•impad8quot Sdellse(InaMnglOutmNng; CAD cord ietretbn) 17 q. T'harma•Tru Fiber-Clessie and Srroot"tor N-nol6&"eS LqucRNon-Impaet8gsat Opaque 12/31JitIY2 Yes Yas No WA Con, "Edge Flbergieso Single Door OnavAndOutawing; X croZration) 18 r. Themre-Tru Flbr-Classic and SrroothSur Nominal 011til &quotNon-Impw*udt Opaque. 12r31r2022 Yet; Yes No WA Composite Edge Fiberglass Single Door Will SdYMW OreWnglOub Wng; XO, OX or OXO configurations) 10 a Thermm-Tru Fiber -Classic and Smoo6FStad Nomiha168N30;81iquct Non-Impad&quot Opaque 121311= Yes, Yes No WA Compoete Edge Fiberglas Double Door Wth or Wthout SbOft" (IMWnglOubkW fill; XX of OXXO mrdlguredons) 20 t Thamia-Tru Fiber-Qemic and 8mooth•Sler Nominal SAW 8quotNon-Impedt8quot Opaque 12131120a2 Yes Yes No WA Composite Edge Fibeplaw Single Door (Inswng/OukWng- X configunasm) 21 u. Therms-Tru Fber•Classb and SmoothSuu Nominal 8841GQ0 lquotNon-Impeo quot Opaque 12131/2022 Yes Yes No WA Composite Edge Fibeglaw Single Door with Sdsi4a(s) OrlswlnalOubWng: XO, OX or OXO eomfloursaonal 22 v. Themr-Tru F)ber.p.eaicand SmoolhSter Nomin.18&M D &quotNrxr-In"ct&quot, Opaque 1213lr2= Yea Yet, No WA Composite Edge Ftarplau Double Door W th or WMout SMalttes nrrvringfOumwina: XXa OXXO oonfl2wrafional 23 w Themes-Tru Fiber -Classic and 6nootri-Star Nominal $&At*,$ kugtNon• Irtpad&quot Glsed 1201=22 Yee Yee No WA Composite Edge Fibeglo.e SO4o Door onaWrgloabwhg, X configuration) 24 A. Therms-Tru Fiber -Classic and SmoothSter Nominal 68013D,86quotNor imped&quot Glazed 121311= Ys Yse No WA Composes Etlpa Flbrglou t5l Io Dwr with Sdsib(.) OrvMng/O .,. XO, Ox or OXO Configurations) 28 y. Therma-Tru Flber-Classlo and Smoolh4542r Nominal S&#X;6&quotNon lmpoot&quot: Glazed 12t3l/2022 Yes YM Na WA Composite Edge Fiberglass Double Door Win or vAfhout S.lelRs (MwNrg/Oubwdng; XX a OXXO configurations) 26 z Theme Tru FIMr-CAasstc and Smoolh-Stor Nominal S8AV;0 liquotNar impatlBquoK Glazed 12r3lr2= Yea Yea No WA ComposKa Edge Flbarglwa Single Door 0 newrtglOutr)wkg; X ComiguraUm) 27 za. Teerme-Tru Fbr-Classic and Smooth -Star No mind SBdY3g:0 &quotNal-Impad&quat alined 12I312022 Yes Yes No WA ComPoMta Edge Fiberglass Single Door with Sdelee(al OnsWng Ouhw fill XO, OX or OXO configurations) 28 do Therms-Tru Fibar-Classic and Smooth-8ter Nominal tl&M;0 &quotNon-Imipactdquot Glazed 12131= Yes Yes No WA GomprMRe Edge FlOrpleee Ooub a Door Wth or witllout Skestes OrwwfglOuleWng, XXa OXXO configurational' 220 mallit >JUAM SKNONUK Ra rslm 2020 MI Wildore and Dori Cotat": Extorter Doors aubCYotp1Y: Slldno Exterior Door Assemblies compliance MMoa EvaNetion Report Dom a Flodda Reglopnd Armdad ors U mud FlooIW PMexfmd 61Mnar Lad hedulYedid Number or Nam 1 SERIES 420ALUMINUM SGO 2 6ERIEg120 ALUMINUM 1110 3 &ERIOR 420ALUMINUM WO R19NFORCEO 4 SERIES 420ALUMINUM 800 REINFORCED 5 SERIES 4WALUMINUM SGO REINFORCED Florkls Dopertmard of Business & Plotosslonal Regulation Building Codes and 66sndards Product Approval Application Detail pat 1 or z IN= IMCt9r oft fits RtB.PanoDD gat QUA YJaaaa&at Yiddish & 9= E9G,emMA aagm m ALIM gram ahtrea Luls Roberto Loans; dawn K UI'Idl. PE loNe2020 1o06r2020 101192020 12n5r2020 AporaOd (71713e59800 PE112614 (717)317,8454 ..lgardmMd.wm PlwllaL Desubmen SERIES 420 ALUMINUM 930 OXO 91aker Asa rand cw&m Emkmdm RO 12*2024 AcKoodfwUsb Ast in KVNS outdo Ne roved far Use lMR Yes JSWK Raw= No Donlan ITeLIILz WA 145.3paquobr8od,qud: NON -REINFORCED SERIES 420ALUMINUMS00, OX. XO.XX 1213:0024 NO Yea No WA 9B8gatlo1806quot;. NOWRO N FORCED SERIES 42CALUMINIJMSOD REINFORCEDOXO 12012024 No Yes NO WA 145-Y4Lqudxg6&quot: SERIES 420 ALUMINUM SOD REINFORCED OX 12012024 No Yea NO WA XO. XX9%gdot:cesWd: SERIES 420 ALUMINUM 600 REINFORCED XXX 123/2024 No Y. He WA 1476quot.BBagod: Florida Department of Buelness i Professional Regulation Building Cade and Standards Product Approval Application Detail ►ap.1 d2 1ami CAN Ion Ass/ AriLe om go null version Yaol/asmcs Comm almlacl YDtrvs wwm td at YIHal119 Mel id PSCAD MM alarowed tugs Rewagn 2020 WamiDe.on,. dVIIW or OVtm4sd Door DAlMs Kentish Jinn C Sales A"P, Amason. P.B. 1DA2/2020 082a/2020 10MC20 1211un20 Approved Corporation (330) 703.8121 PE-51737 (904) 821-5200 Cdeary: B.tanor Doan dlmmisne"In ralKn.0 eWCd4paM.Ilammalral.lofDoor Af ThIlas an C"IlO Mdha: E.dumon Repot horn a Floods Registered Ardldst a a UCMsd Fields Professional Engineer It&1 ModaL MM&KJLNM Product castration AwftAui wm f,�S.imlretl�tt A-,,rmfor U- a1laLmaltt>:Isa In HVIIZ $WDe.H)mi IMtFA EsNWIt farm 1'MM 3 8D001B7DO18200e1105 gS83s: Max wish. 1411Ie3a: Max hdght. ObAng 12/312023 NO Yet Ys -31.wltsbo available In No or MttmN0lde section. 10 8000,0100111200 e1123 18a039; Not wWN. 146a66: Mu hailed. d. quarts 12131202E No Y.6 Yes •30.00N3.50 4"flabie In top or InbM*dltt sedbn. 11 6000A100A)20De1124 IBNLIe'Mas weth. 146450. Max height. Gleoing 1V3112023 NO Yet Yet •34.40/-36.90 auslable In to or ht"I W lot stela". Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 d1 I., s2ft awtrs[ abbe Au! gaalanEM Alta am ISMS Gala efidrrer&Lr-a.. Xdddadav Zoe" IIateSW E64a-tal hul m a" Rew.w 2020 Curls Division afAADO. I"e, Tan Way UL LLO Troy BanOp. P.E. 1N402020 12/012020 122V2020 Approved CY/00rin Exterior Den te41t 4s-2813 (954) 047-MO eaweonr Ext riat Goa Component. icm.reaeygswmlq-co Carolllnce M.4h d t:. MROon *at a L*ho .. m ... <, ... Quality Assurance AgarewdrrWe a TDL.(7Y �g&fl R"Im Lad IImlrL�uMMtelaD 1,HvHz 2wggLsm 1299M EMUMM 907. 1 70T, Tj7 747, 757. r77, and 847 S.lple and Paed Flu all, Glued. and Louvree Single and Point or 127312025 V . Yea Y4. WA Goon hdiW metat doom Florida Department of Business & Professional Regulation polls d f 2 Building Codas and Standards I&MI Product Approval Application Detall fdlde at<DOL� gads )gas DYe IWadM Pas Hlge 3101lgg NEWBO K ;aunt CodssALgsgsa YAWAIELOL Ydww AwKweea PM A-,, l AOMMM Bak& R61,19on ZD20 MI Wndws and Dams Grant edingo American Architectural sewn M. Wish , PE 11N7=20 I1N72020 1127r2020 AppNA/ed CYnow. Ynndw6 t717)365-3300 ""uraclara"S s"Wmn 17771711-0451 8:2o sgory: angle Hung bstlng narrOwd.dum Comallande Moerod: CemlcYlm Mant or Listing alauoLeala2Ma! eta>mtatltaLlus eoorlaaaEaLwE imaaM notigD LLI Modal. tilieldilgLilailat>a ImlultmAad InHYHI outside faith LBWIot preasuOL 2 185 &i 52x72 Flnfimga Frame IG/SG Staple Hung 10AAM3 No Yet No +S0f60 Lomin.led Glsss -6--s N ; O }a U no Q- O 2 C .CD C U C C)0 M O 2 0- ac a) O E LL O .cn Cn -a a) L- .� O C:)- H .0 � U on. Q Z Z W .J tt9; -11=11 eu W cl c core o Vl N >r y O xG a N Y t� cc cc la a) 17 v d) lC T .Q E O O Cn CD 'AllexJ Z `V O L O L V no W U ICU M O LCU CL W Z Z Z Q J tl SHEET NO. PA 1,0. Florida Department of Business & Professional Regulation Pao. sal 9 Ronde Deportment of Business & Professional Regulation pap I d1 Building Codes end Standards 1292022 Building Codas and Standards +erM21 Product Approval Application Detall Product Approval Application Detail I�sl! Emkvor Mk m D&WP*ndim 211h 1M YA(2im fnn)nwr A Llnnu Val(Whp,ga VEiW W AWOM PaC Amwval Approved lie &gal b ft or an ass lit Revision 2020 Therm►Tru Ca oat ion above Josperwn Lyndon F Schmidt P E Ryan J. King P.E. 10107=1 06/18/2(P21 10113r1021 12M&2021 Approved mm Virginia fm Eknurm Corona Mara Lin IMMldltyd.il. imaged SLMFI&d 10CAWrRd Approved teat Cdesory, Bilarbr Own (800)843.7828 PE43409 (a13)787a566 AfamArkm 2D20 POT Industrlas Jana ReeoreN IA.mFOads acco-CER aa.ml-Dad.B000-VAL IV0520M 1110SIM20 11112020 Approved SubOdWrf. 9Y4rging En¢rier Door Aaeembig, s)espereoliethomatuoo Crepery: ingrones (Ni)4ea0100 (786)315-2300 Compliance Method: Evaluetiant Repatircen a m atACdeaory: Slnee Hung IrCOMIdSPWr4WWO*.o Florida Registered ArchMet or a liosnwd Florida CWVII wMdMW: C.Mmdw hark or Lhbap orri PrdeemorW EJginaer .. .. .. .. - fammugin"' _ _ Amwaad war lMaA _ girale9amo< proolu LDmmidw Cmmat bm&Mlatlate a=arsa Anointment JQiril I1.MVMZ li t kwim WOW Afaldam �. Ms Product MadN-Nuns bar or Name product Dlacmntan Contract M MvNZ DYbltla VM2 Reap vet Q 2 BH90o INpa /Mahe Ynpad) V" 9.01. Hung wander gt1302075 Y. Yea Yee WA 1 a. Therms-Tru FI1Mw-C1muc and SmooM•Ster Nominal 61WIM8 BgLwkNon-ImplanSquot Opaque 12/3112022 No Yes No WA Composite Edge FlIx raiess Single Dow (InswirglOuteuving: X osrMauMtbn) 2 b, Themrls-TN Flbgr-Cla*eb and Smooth -Star Nominal 11BM.0 &gLaokNon•Impec&quot Opaque 12)3112052 No Yea No WA Composts Edge Fiberglass Sinyle Door with OdNb(s) (Iaw nnglOut*nirg; XO, OX a,OXO alpnRgunvonsj 3 c.Thermo•Tru Fbar-Clualcond Smooth.Sar Nommortlaa3B;88q(xl;Non-lmpadaquok Opaque 121311= No Yes No WA FbagMw Composite Edge Double Door with or Wftut SidNltw (InsvAhrPOutaMng; Moor O)0(O configurations) 4 d. Theme Tru Fiber•Clawlo and Smooth -Star Nominal 7&M0 &quobNon-IRpncldquot Opaque 12/3112022 No Yea No WA Composite Edge Flberglow Single Dow (Insvdng/OuMWng; X oormgur UW) a a Theme -TN RWr-Clwsw ends 1" -Star Nominal 7&M.,08quokNon•Irtpeaaquot Opaque 12/31120Z2 No Yea No WA Compweia Edge Fiberglass Single Dow with Sddpe(r) OnewfnglOuDilwng; XO. OX a OXO a I. Thermo-Tru Fiber-Clo and 9mnobh•SYer configurations) Nominal 51,039;0 aquokNon-Impactiquok Opaque 12131r2022 No YN No NIA Florida Department of Business & Professional Regulation Page 1 off CompodM Edge Fiberglass Single Door Building Codes and Standards 1,5r20¢1 OreQwnsionareltg; X card)Mumborl) 7 a. Therm wTeiu Flber•CMaie and 9moth-8Mr Nomad UM,044uotNon-impactiaquot; Opaque 12A1121=1 No Yes No NIA Product Approve( Application Detail Edge F(bwglow Single Dow vAth Wallis(*) OnakAmelOuawfng: XO, OX or OXO oonlisuration*j 1;08quotsion•ImpadBquok 8 h. Therrrn-Tru Fibar•CWeio and Smooth -OW Nominal g Opaque 12131reM No Yale No NIA Composite Edge Fiberglass Double Door vAM or CAN kill .a a4 am 2Lb"m VAlk vAh" Bhall a s (Inawing/OLMnwnW; XX or OXXo mm boblga ■rmdaelura. SSW Haugh Al.1 se Validated SO, Y iaggialibil Fi&doQ,,d Agar( dtLa& mofigursuant) 9 LTherma-Tru Fiber4b"c and Smooth -Star Nominal S&al30A&quotlMon-Impact6guot;Gland 1213112022 No Yea No NIA ARYnWbn 2020 PST Inmmm" Jan. Roaowrd Mland-Osde gCCO-CER MMrft•Dode 6CC0• VAL 111"20 114512020 11ni2020 Approved Composite Edge RbwW*w Single Door Cdecay: vane*... (941) 48"100 (746) 30.2590 (illeawngmutewitg; X OCrdlawastlon) MisCMegaay. Fired )roaerlMappdnWepN,C 10 ) Thorna-Tru FMOrZt"cand Smooth -Star Nornhal,BBY39;8 aquokNon-ImpgcBquc[ Gland 12J9112022 No Yw No NIA Caarpllarnae M.thd: CsrBaaBek N.M a Ldng om Composite Edge Fiberglass Single Door Win • S dalge(e) (InsWrWOUMWnW; XO, OX a OXO Pl m� < , . configurations) 11 k Tharma-Tru Fier-Cleseb and 8moo0rabr Glued 12/312072 aquob;ess No Yea No MIA Aa UUOIarw a00rmmixmu kWmg Dodo CompoNorringala((adg;8 Double Edge FiteriblInwmreas Doubt Dow with or Co le Door 5 le go lawn Aft Produce Somerset- Congress istalrefign Del, bYea leveraging vdUhad SUalror (Insw4rgl0uteMrig; XX or OXXO w Oct (Lvp Mawr (mood) Vla l Pb,a Y Yee N/AA adrh ureter,) 12 LTherms-Tru Fiber-O"c and Smooth -Star 1&IOW;0&quotNo ImpoMgLlot Glared 12I31I2022 No Yea No NIA Composite Edo* Fberylw Singh Door OnawlnavOu(aWing; X configuration) 13 in Thermo-Tru Fiber.Cleselc and Smooth-8Mr Nominal 7A#%;04qu"oMmpndBqudb Glued 124120n No Yee No NIA CormN Edge Rbwomw Single Door with bldene(o) Onawbgotawwng; )O, OX or OXO oonfigurabor,) 14 it. Themla•Tru Flba•Cimhe and Sm*oM•SMr Nominal SASMO&quatNoMmpac&quet Glared 1213lrXW NO Yw No WA Composite Edge Fiberglass Single Door OnaWng$CuIWiAV; X mmlifuMton) 15 o. Therme•Tru Fibw•Clewb and Sinooth•Sw Nominal 8&OW&quotHon•Imosdi&quot Gland 12781I2tXr2 No Yes No NIA Composite Edo* F)bomiaw Single Door with Florida Department of Business & Professional Regulation pa. f tit Building Codes and Standards Ia1Mtt Product Approval Application Detell >aesh IIDImLam an MIA DM* Pmdm gat Am lumm MKK%W oc Consent EOammLAllGMlt mdobda ldldiad ituaggiald F9CA-,M aamum go" R.O.I. 2020 MI Wnders and owe aentJ3Kdrga American Architectural Stan M Ur)eh. PE 1WO M20 10,0012M IOna'2020 APProusd Camgui: YAldoes 471?1340.3300 Manueclurds A"Otwm (TIT)31r-M54 coatis: HaIIaealslur biehper(gmlwd.cpm CwVIU "Mat Ossification Mark wLa9ep em- glrAaLAuansaf AframwdfwUtt AmorwadImU a Impact OMM AraA PraOaLgu ataao Ltdlm6®lutlao grit in Kum J2u1adaa MIALE lawn& Camom 1 H8 ties Fln ind Fl.np Frmw 73.02 lnwlded Cie.s 02/16202/ No Yen No .55r-03 Florida Department of Business & Protoolonal Regulation Parton Bulling Codes and Staff ndards I&M2I Product Approval Application Dotall fads awks gat lids awsho m sae 1)m Version Yamd " 2 mate lgdmaiYcros Validated r YaYdati h*MM Fss A-W Associated illdit Revision 2020 MI Ywndar. and Sears grant Sttr,ger Lots R Lano., Ps stover, a UNNh. PE 10A81202D 10462D20 10n914020 12MSM20 Approved Cale l Winders. (717) 366-3300 PE-82614 (717)317.9464 "C.t*olr. Mull.. DNIIInplamhdmm C.plNnw Method: Lluditon Rodent from a Florida Raalshrod Mehlhd as Uwnad Florida Pofeesicnal Retaliate amgmuwsgm aia+s�let�mwar , INA armad tech-w��erarr.. $dm&La1�tlg0 &Iokafiia(a kwam Lewd amongsL ammm mw Lawo auKa 2 6784 Varewl Alumni. lAWha 12012024 No Y. Yea WA SideMe(s) llna11r1y0uawing: )(0, OX or OXO partment epartment of Business & Professional Regulation FlDe ppr i ore Florida De rtinent of 8usinesa & Professional R u pa eg anon Pop 2 d2 18 p. Therm&Tru Plor•Cleaab and Smooth-Ster configurations) Nominal 8&#U;08quotNor1-Impedaqud1; 049Wi 12131=22 No Yes No NIA Building Codes and Standards 1,61=1 Building Codes and Standards 100=1 CompoefM Edge Moraines Double Door with or without Sidelines (Inswiso)Ou aMng; XXor OXXO Product Approval Application Detall Product Approval Application Detall conflmuraton*) 17 q. Thermo-Tru Flbw-CM*eic and Snaccthl SMr Nominal 04068;8&quotNotArnpogelquct Opaque 12/312022 No Yes No NIA Composite Edge FlbwVlew Singh Door With Tranaom(Inswinngg//0pu41ftwvA.inng; O/X configuration) 18 I. Themx-Tru Fiber-Clewb and Smooth -Star NominalaaM30;8&quotNon•Impecffiquot Opaque 12/31/2022 No Yes No NIA ffi9!! lnur a go am Dm ftnd g ads Sa4al inm w gat colt hem gaff Composite Edge Rbwglw Single Door with lam XK" MKNN"= rams lowng .alk ! Yt.WII" xibom iaDlmlm fee AsionegowAmIN1W am zmk YAWN NUMBA" &a'/ait ildoa&ALae1u )MM(gd-.( Ydldad IaamMmE Pw Australia Agg(arill Bad Odelve(s) and Transom (f-is9/Oo1s"; O/X0; OJOX or OIOXO beMlgursaona) RMeim 2020 Join Hong* Wildfire Poidchurs. ma Chad Darcks V. Andrew Tor John Southard, P.F. 01A&1021 12/142020 MIAM1 the FBC App, newsman MM µid Nick Thompson Lyad. F, gr.lA, P.E Ryan J. King, P.R. OVISM21 0201W=21 OW202021 04432021 App-W is aThsrma-TN Fber•Class)o and Smooth -Sher Nominal8aR3g;0&LuotNon•ImpaaBquot; Opaque IWil2022 No yes No WA Complai: Panty Wile (600)5454M PE01ee2 (352W-2529 CreWay: Penn Wage (33c)on.23e9 PE.43409 (913)767486e Composite Edge Fiberglass Single Door with "Oug w. adno e1ead.01molasaltmashad 9vecdegsay: S.Oh nthangswashidici ar e Sida6a(y OnxMnglOuMwirg; XO. OX or OXO Compliance Method: EvaUston Ropers from a emu Cempheros Method: 9viuYlon Rapon from, a Continuous Hord and Oil eormauraboM) Fiala Raal.[oNtl ArdiKeet or a Uoinsod Flaw Floods Registered Ardill acn or a Licensed Flood. 20 t Thoma-Tru F1botZhim b and Smooth, Star Nominal tl&a30;0 aqual;Nom-Irapecl&quet Opaque 12131r= No Yes No WA Professional eno raer Prd-1 sl Enineer CompoelM Edge Fibargkm Single Dow with . ,. S CWWS) Onswdng(OusAi(q; XD OX or OXO ...., ... , .. . ,.. Continuous HOW and Oil o3 diouraDans) AwruMViff Atwowdfasir (O1Qlm �l ��� Approwd for u.. Inseam gg� 21 u.Thermp-TruRter•Clesaband Smodh.Star NOmIngilSU 9(S&quatNOn-ImpaMwatGland 1213lr= No Yea No WA 9ed1p rguLamkdnal 1aLOmt tl11aS threat 1sgflMan a A ,� AriiAUG ModM. Nunibr a lama Ar�giMe o..enpp. m XV11Z colas NVN2 � r�rti Composite Edge Flbergaw S M91s Door aAth Sdolb(s) On*VARWIOUWWng; XO, OX or OXO 1 Cornstalk Los signs ibarcem eft Ito Lding 12012021 Yes Yss NM WA 1 L Aquct21`4quot SoA Vent or eild Vinyl DOM 12131 G023 No Yes No WA Continuous HOW and Sill wrifourablCla) 2 HwdtP" Lag Wild lberaanent top siting IMAMS Yen Yee NIA NIA 2 b Wolto slamoe r4mud; Soar Vent sir Solid 1,W Sala 12131=3 No Yes No NIA 22 v. Theara•Tru Fiber -Classic and Srooh-Star Nominal 81WIM0 aquatNon-Imowsquot Glued iv3l= No Yes No WA 3 a.6cure:0/Mbnp Wda9e BomMMI&39:ed90. Vent or Bdld VAN Bart 17J3/2o23 No Yee No WA Composite Edge Fiberglass Single Door with 4 a LWd;06aquot-90Mt Vnta Fidltl V.IkA SSA 12212027 No You as WA 9"10(*) OnswinW CKftW ag; XO, OX or OXO 5 Aqud;Cnda Des "Wno acA 17n1 3 No Yu We WA ur Continuous Maand SIN configuratlor,) 6 I. aqucl;SuP.9lq panuat eo9il Vent a solid idw Soft 12/31r"3 No Vs. No WA 23 w. Tbdma-Tru Finer-Clawb and Smooth-SMr Nominal gMl9DB liquoCNon•ImpsgtagLok Opaque 12/31/2022 No Yea No WA Composite Edge Ffbmghw doer Pants vhRh Vented SdeltKal, AnawlnyOutevAnp; XX )XX or XX)0( configurations) 24 K. Thererls Tru Fiber -Classic and Smooth•Sar Nominal BLIMO&fluct.N.-Impa"il Opaque 1213112022 No Yea NO WA Composite Edge FibMgi ui Door ParrlewNh Verged SIdeIRe(s) onsWnglOuawYlg; XX XXX orXXXX mnfguNtons) 25 y. Therms Tru Fide Zhissle and SmonthStar Nominal S&1ta;S aqueaNen-Impoctgquot Glued 12211= No Yw No WA Compatible Edge Fiberglass Door Panle tans Vented "we) onawingl Ouawing: XX XXX Or X)00( s) 20 x.ihamro m-TruFber-ClawandSmaotMStar Nomtna18iR3p:0&quotNon-ImpaaaquotGlazed NominalOL 1231/2022 No Yw No WA Composite Ease Mineralogist Door Panok with Vetted Odalte(s) OnawnWOUMweg: XX, XXX or XXXX ocrdlWurobans) 27 ze. Thorma-TW Fiber -Classic and Smooth -Stair NomiAdt>ONa:BagtiotN.•Impaot&quot Gland 1213112M No Yw No WA Composite Edge Fiberglass Sit Doan with 3EaY38,D Sidelke(s) OnswinprOuMnirg; XO, OX a OXO configuration) 25 SO, Therma-Tru Fiber-CI*Wc and Smooth -Star Nominal SAMA aquctNon-Impaaaquot GlwW 1213112M No Yee No WA Composite Edge Fiberglass Double Door with UW.'O Sidelines (InawlnyOuteyAnp; O?9(O o x,flow *fion) 29 La Themes-Tru Fiber-Ctawio and Smooth -Star Nominal 65# e;0 &quokNon-IRVKoSiqu4, Gland 121311=1 No Yw No WA Composite Edge Fiberglass 9(ngglIe Door with 3&0M 0 S..dnpefpllgbu�(a) 0nss}w},InWOuawing; X0, OX a OXO Glignal 12/91Y2022 No Yee No NIA 30 zd.Thsrma•TruFlber•ClmWcand Smooth -Star No aaae3p0& uotNon•Im Compowty Edge R6gv9I m Double Doorwonwon 3&1=10 Sidelines (I aid ng0outsvang; OXXO oonPQUMUon) 31 ze. Thama•Tru Fiber-Gwic and Smoom•SIOr NomMl 73,1139;0&4UotN)ft4MpOW9quot Shaker 12131 r= Ne, Yea No NIA Swim Composite Edge Gland Fiber?plaw &nor Door YO a without 1&#W;2 Odelle(A1 OruuinglOulewlrW; X OX XO or OXO caftwadons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL06250-R31 290 F.litltll a Diu 120 9a I= Status 11(a Version Manufacturer Canted EM1112ar i Validated ev Validated ,Submitted PlDf116Y. 9RQrovad Approved Revision 2020 POLY43LASS USA Maury,Alport, License John W 10t2SQ020 1012 M20 FOC 12MSQ020 Cattagory: Roofing S95423313305mdp&Vpolyglaso.com RobertMeminen Knezevich, PE ARAMOL SulsCate o • PE-59168 M54) 772.8224 11/01/202D -1 to Undedaymerlts Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLlfB2tMiaR31 � ARDWO for Ube EE� Imaild IIt� Awl Pfodurd Model. Number or Nara I�ltdt 1 Polyglass Roof UndsAgymems Rooting und~ente lw21/3022 No Yes NIA 1 Polydass Root Undedaym*ms(HWU) Pdyglass roar wralenaymar*e for unit in F9C 12'23 1= Yes NO WA HVHZjudsMons. 2 Potyglass ROd Underenments (no-tivmz) Pofygless roar undenaysaeM9, for use in 12/231i2023 No Yes WA FIiC non-HVNZ)urts Modals. 1 Polyglass Roof Underlay scents (HVHZ) poygIass rod undens<ymente for use In FSC1212M= Yes No WA MMZjuNWfatlore. 2 Polygtass Roof UndeMym& is (non -WHIZ) Poyglass rod unden*ymerts, for use M 12023/ZP13 NO Yes WA FBC non HVFIZjudedlctidw, 1 Polygl*ss Rod Und*day w is (HVHZ) Polyeloss roof undarlaymerts for uea In PWi272Y= Yes No NIA HVHZ jurisdictions. 2 Polyglass Roos Undedaymern (non-HVHZ Poryglass roor undenaymergs, for use In 12/23+2023 No Yes WA FBC non41VHZ)uristlukans. 1 Polyglesse,ROOUndeR*ymems(HVHZ) Potlisloss roof underlaymeM9for use InFBC12f231= Yes No WA HVHZ junedieRon. 2 Pelyglass Roof Underayments (ntw-HVHZ) Poygla s rod urider(ayments, tot use h 12/232= No Yes WA FRO non-HVHZ jurbeflcions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 4WAI-Mb WA WA -WA/-=Z WA 4NIM-022.S WA -WA/8=.6 Pap 1 W 3 109=1 lid! mm9m Ylm101" Skim hdwxAib mu Ydd" k Ydww idedw PRO Approval Aoaevmd fire& Reveal. 2D20 WON Inc. son WaMM ICC 6vwodw Sm,4**. LLC ICC Evaluation sondes, Oa112021 06/102021 OAR 22021 Apoo-ol cos nmr. ar amt canpaiaNs t932)698-6= I.I.C. a18CMacty: TN. Ratio *aehdnaml.wm (205) $Do.D 00 Co pasnce adbod: EWIuMkn ROOM from Product Evaluation duty &ma! ON Mussior or Nam EmNaamatlmla0 CadrAf/ Danrslla2litt Approved fa lea. Ancrovdfa M mvmz ^ O Una AdAt}Ami IfDpg➢t ll!lMmY 200 Prawn / mism'I Ie a.. high so -& Rues-Malgor plot. 12131=2 Tns Yea N(A NIA 2 joil0i id as super no Strength (rules OmnOCMr plate 1201=2 Yw Yee NM NM 3 MI it 1S tea. true connector plate 12/312022 Yu Yes NIA WA ♦ wT1ams 19 tea: high shi ngth In.. conned. plot. 12/3/2022 Yea Yea NIA WA 5 MT20148 M as high wSwplh elks conMdW Pale IWI/M2 Yes Yee WA WA a TLIa, MTta 18 tee. bit.. earned. Piet"12nt2o22 Yea Yea NANJA, 7 TL20. M720 20 aL IN" O.nWW pains 12212022 Yes Yet NM WA Florkla Department of Business & Professional ROWMon woe / at Building Codes and Standards lo&m2l Product Approval Application Detail lkm Version MOYfa su gL fe9otd indauA.6h=9 Yrlidldic rild&d t50.Wd ► Aura ad dean Revision 2020 TNAKO guiding.Prodreto LLC Kan adn, Robart Nrmnen John W. Knonvbh. Pa 104/2020 09292020 IOM212020 12/152020 Apororad C.[oaay: Reding 44171824•BOM P&119169 (954)7724n/ aeeliCi llcrr UmMdsyments tam sti haft nao.oan CWVIWM" "Ott Ewuadan Repeat tom * Fla" Ragaaterod WaeiBaat ova unseated Florida P,.N. .1 Enaandr ' .fJ![TilfdltlM,A'lidmrts ammmLanum ma Amfaladtff.Um AlwAndr ft mad 2@ft fti Pladud MadaL Neehbr. soot dig saimamutdwmga 1, HVHZ oubkwAmu alubled Pleasure 1 TAMKO Root Undrdgymcnb(HVHZ) Raaunrteoaymnlafa taw In FBC HVIQ Ofma23 Yee No NIA N/A lumsdoms 2 TAMKO Roof Undrrryrrwnl.(NONJ4VHZ) Redunddeymni. to, In F mC n.44V/0 09,2041=3 No Yes NM WA lunadcdOns, Florida Depertnsnt of Business & Professional Regulation Page Ia1 Bulldrig Codes and standards 1nIM21 Product Approval Application Datall r" BrAft.g all ant Dab Pan" an Am xwimu 19MMKAkUM xoaum v doss &ahm= LKLAUMM Ageam doers Revision 2020 Lnmaaw Earniro Jellay Jarring, L, eudma, P.E. Swan Al. unum, Pa I W32020 11232M 112Ja402o rang FOC Apo. Cregry: Roofing (5011 H34153 PE-31242 (717) 3174454 &*C*.Wfr. Reaane ACN*rinthdaaan kldlayabmn,eo.com leteaab Part cf.. Roofing Syapm C."No la mdbod: evrosticn iapat Sam a Floods ReghteredNehneet ra Lka ad monde Werasln,i ear 1 &YIiYAWEMMt A ,lwU" Assrmyagfor Use two 2kdm taco Cgamageatlmldd Sm kmu muumowe in HVKZ >ideafthe HVMZ tissW" Blaster 1 OeeWAk'v.DAv4aTRMBuiM Dadt•Alr D0•4 Loa, Prone, PolRnopyylwhe Pied,, RodVn,t MOWS No Yea No <m7.61-a7.5 MsahmiabAUadad to PWwd gadf. Florida Department of Business & Professional Regulation page I W I Building Codes and Standards 102022 Product Approval Application Detall 926 matt or 2ais Us Oat,PJnelfm 20 JM Vernon ManufsaWar CCMa tr Enalnaa&Liwnw Validated ad Viljd#W Subrmiftd FeC Approval Approved status Revision 2W0 All American Shutters and Gloss Mko Batbiwi FMAk L. B.nardo, RE Troy Bbhop. P.E. 1(XM020 10/164=1 11A)512020 12/15=0 Approved CataeOrV: SnuaMs (581)712-WU pE-0040549 (954)947J0500 SubCals": Storrs Panels mlkeb®allemerbanshupe Compliance Medad:Evaluation Report from a moom Fbrkla Registered Archbw or a Licensed Florida Professional Engineer . gas PM400 Model. Number or Name flYEIWIJ&dmdafA Product ommottan Contract animuce Date Ammvw 1h�r Uw on HMQ Outwo NYNi la9Ed RMlaant gYidA Pt I uA 1 24g* GelvehMed Saal Storm Panels 249a Gowenkad Steel Storm Panels 12/312022 Yea Yee Yea WA Florida Department of Business & Profe call" Regulation Par I .[I Building Codes and Standards 51142W1 Product Approval Application Detail ram Bow Or MR a" ad, Pandlan am mm vwwm Ihomw m catia §I*MKAL M VMrerad r Validated aubmitm4 LAC.aMmyml momm dada Howson, 202D WMdiuuew nab BaldWln ICCEvrual.srrwa.,LLC In Lehrer. PE. OZ9=21 im32D20 OVOWN21 Approved Cawoov; arueftem Campolon a (253) 9244475 (Boa) 639.32M M4rCdagory: Enynerd Lumber Robart-W& tnavlayalw Carpu4 Mdhw: liwlurin Report from *wa.aaen Product Evidw(bn Rally QMW LAlXl AmraMdsELY ABIMOL " mm aft RILEPan&& pbmmsftn &m1g tMlonbmt InIf%= oMoHillii aMg= EEuwm 1 Maine- 1_14 Laminated.V.-Wanber ow;112023 Ne Yes NIA WA 2 Pare lm PSL Parallel Sash Lurraer 05/312023. NO Yes NIA WA 3 nmbsrgrand. LSL Laminated Strand tun" o3m2023. No Yes WA WA 4 TJ Porn Board Structural Compost Lumber or OriwteDetnd 03MI/2023 NO, Yea NIA WA based Porn Board - 5 WeyaInHuIr Rkn Baaro Orinted Brand Bwrd RIm Board 03312023 No Yea NIA WA Florida Department of Business & Professional Regulators Peet tit Building Codes and Standards 14=1 Product Approval Application Detail Cast tmar a tat a1111L CK* PMMm MR lydt V M- ANMMmkloY (A" andirra uce s. YA &AI&O Yimm Nam" fAch on)aL Anamm dare Revision 2020 L.V. Thai 0" , Ina. dos Thompson Aforraatural T.y Chislman Zsdary R. Prim Steven M UrIch. PE 09H rr= MI G2020 010=020 121,102020 Apr(alad MVW%Cmvwy(TAMCO) 101312411-34w PS74021 (71T)3174454 craa9wy: Ronald. t.y®ponaltoomacom 9WC* Wrjr. Rgolhg AewNalas that Areas Integral Part thins Fuddle eysam Camplhnw Method EveuaO. Report tan a Flcda assisleted ArandNt a • Upeleed Flak. Professional Engineer g(mg,AggWgpte, Amrmadfor Use Approval for Uss)mE1D grim a1aA $daaLgu�imD ta>�PmlrsDmgaa In,"" 2mm a.IDg6 EaalI" EMIMM 1 Fl TAMCO M Trq OR•Podps Van( nth aeae for Tea 26 gL lead r*WvONAW Ww baMe OSIMON Yee Yee NIA WA 2 TAMCOGh noakVars 26 pL ONMO28 No Yes NM •00.51b 3 TAMC001FRidge RdW Vent with Bea 26 pA dodo roofvaMWawlM lnlepreNO belfie 090082026 Yen Yee NM WA ♦ TAAFCO Round Top tM.Ridpa Vam t1M eater for nr 26 pL slip mafveaglNa weh battle 000082026 Yea ins NIA WA Florida Department of Business & Professional Regulation Fear 1 WI Building Codes end Standards /52021 Product Approval Application Detail &act tlmAy9[ gat an DmFoo0m pea ]1m YaWm M &gaJ9i AgdosmtiJ at Y mLir xdwim lemma ZAC.AgamoL aagawd man RtWOW 29" M Wait-. old Door. Cant BRarpa Amedwn Oith edmi BIM. he Until, Ps I1221202a 11222020 1198"2020 Appr wed cMcgry. WhOrwe 1717)3M.3300 Manufactum Assaclo8. (T17)5114454 MbC&Wry: Eked WWhp1en11wtl.00m Catplienw MaMod Cord/eadon Mad arL.isB.g audmLA NMK AIEKWLfKgu Anamtdr21a9 leaps gum Irks! Product MOM, Kwanhar or NSM await Q9Cd.lan In MVKE out" NVHE: Arles" F"Nun 1 tie$PW 73 s 72 Insulated Stan. 04032o23 No Yen w .e040 Florida Deparbnsnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Delat Pop / d 1 IA9M21 go Ing" am RNA gsLmRgm no liar Vermont Mm0lduam igom BlldlutA.LWM MIAM.& Yl wdm 1akatood FEC AMMO iibwowtd Am& A,nYmabe 2D20 PST industries Jn,. Rosoereal m1 *Owt*$CCO-C6R MI r*Osde ECCD-VAL 11/08M20 1102020 11MIM20 Approved C.[eeayr. Wadows (941)484100 (Tee) 315.2590 lawcaapNy: Vail.. IrwoWfklapWrduadaac C"flogiN M4Md: CeMnUW Abfk V Usdnm Ora flamuw mm AMLMMLUJ&t AmltmnfSM Noma am" L9! PipalLim Madill. NLnbK Or Name E4skettORWdm1 Contract ManhattanCap hM1Ali( $IalklDmi noised PIlwrs. 1 ALan,s fa All Door end MaIdOW11 Aluminum Muaore 05/26=8 Yes Yes Yea WA Florida Department of Business A Professional Regu atlon par t nr2 Building Codes and Standards 14=1 Product Approval Application Dotal lien am" all 2" Ratha" gag MOM Y1rlike1 aYagucWra[ 99DW 030itKAllraoat 2Mdffi owdd termed FACAmorMd AawwAd aide. Retie. 2020 GAF Mdisshelan nowNsmaim John W.Knamicn,PE DI26020 OW11=0 IIXOb2029 12H&2a20 Approved CdepMM R-OAD (600)7M3411 Pfi_w14O (034) T724224 9ubCrrgaK Asphalt, ardroma mMlshaWf.00m Conditapa Mdho: Mull. Rap. from a Floods RegigoNdNn,bd or a Uwnssd Floods Professional Engries, iBt MaAOndddg & mldimogalaIn NVHZ gAdk.>lCli sulmed Pawn 1 OAP Asphalt Roof almalas FbrglN relma'oW Seen. 1". god. 5-10 and 1N1O= No Yea NIA WA hipdbp apheh shows Florida Deparbnard of Business It Professional Regulation Building Codes and Standards Product Approval Application Detail Face 1 W 1 I4i=1 &era onm Or RNA gaaFmgm ma mm V"W okowmtut& canted M*raupwm VNMMWMr Validated ■bnrw FWUniOtYd Ag4.&Ya£ Iwo Rwoen 2020 FIddo MMal Produce Inc, Clata Jdnee James L. Baptist, P.Ets swan M. Won. PE OW2020 O/1 N= 10A 21120 12AG M20 AW.Ad Caagay: Roofing 1904)78344100 C9UCXrdeneering (717)3174454 aulaCeloaory: Roving Accessories that we an drkallon-,van P&31242 ImogrM Part area Roane ".1l Compliance Method: fl*w tlm Read from e Floods RsglNoredArihmed a a Uoansed Plead& Professional Englnesr 91Milelatamt AgaOWN4ialUse Awrowd1OFUM k= Rift !MA 3-FLAMCO bgtrl:RV 10 sip WMAWW: Aumwtbwpe Y4Nl for pltand rest Rbnwbd 1213i i1.MWkZ 1� WAS from OAZY Aluminum Florida Dopsafterd of Sualnese & Professional Regulation PAP f no Florida Department of 8uslnese & Professional Regulation Pogo 1 .11 Building Codes and Standards fr1=1 Building Codes and Standards 102022 Product Approval Application Datali Product Approval Application Detail sm iuw.X ,pea lira 26LBuld a gam SdIL €ntlOLlr go 21ft m mina 20 UK Ymim fades hdmsijlmwt Valuated!( Wiflabad dlmltsd F human can I= version atEgldsmlol ,gaglost iOW ELLLMM YdiltEf tLa yalld" XWU&Wd PMApproved skies Revision 2020 gaol Reding Andre. Ratan LAPa10 II.IRsm Evaluation Say,, W. Walker 110034W20 114=20 11A&2020 Approved Revision 2020 Global Probsetbn Products, LLC. Tim Robinson Welter A. Tpt Jr., P E. John W. Kneanavidh; PE 00008020a'YI 0009/i0220 10101r2m 12`1&2020 Approved cr•sarin Roofing (801)38"wl Sondas LLC. (205)054-0160 Cdegdy: Shutwa (954)OW7545 PE44187 (964)772-=4 saecMse,eir Reentrant" RaknMalew.abors oo &1bCaagoly Stain Panels tim.robbedneoppentcom CempOria MYhod: ktiwirl. Report from a re Compliance Metod: Evaluation Report from a Prodld Evaluation ®Illy Florida Registered Archlew or a Licensed Florida Professional Engine 4aIMCAIYCMat Aeot�4fgClfg Approved fa Use tAElti glans AMA ,glipy�d�Yy cdvft lux BayYmpl �anyp� - A=umnY Aeewuad ter Uw AWN&Sa 1hr Uw � Ruin iB &San,�y-:i RNa. ale; ntry MNa. Bpfit dtl 6np(eh FRt - nvi, CO 122fi2020 Ne Yes NA Wei Product Mudd, Numperor Name jdili�ll5(lBial40.iiilan iP.ttYi$ Dulaltla HVNZ flfAil)!nt Pruftm 1hNNh Lamp; lead 1 20 Game Galvanized StNI Storm Pa ahMVHZ Corrugated GelvanlzW Seel Socm Panels retained 12/312022 Yw YN Yoe NIA 17 Sal.y 900- Shim. Shelf Amp: 900 Make Flat Prdile- Slwkaa. CA imla20 No Yes NIA WA or no by Dada to provide hurabane protection. tip 80.rSM-Swain, Shdie&temp: SON Shoks Flat Profit - Rialto, CA 12N1h2020 No Yee NIA WA 2 24 Gams Galvanized Steel Storm PuaaINHVHZ Consisted Galvanized Saal Storm Panels ratalhed 1213112022 No Yes Yes NIA 19 &ar.y 700-8hakr, Yw Awns: sqv Shales mat Prdir •Slant., i,^.}( 127312020 No Yea NM WA or not by tracks to provide hurricane protection. 20 Has.Y3' i00• sh.ho, grin&Imp: Soft snake flat Prank • Roll.. CA lZr3irm No Yea NIA WA 27 Tara Epna / &Swim* Han Roan- Katy. TX 1213,=0 No Yea N/A WA 2A tells Low Prdge - Katy. TX 121*141020 rdo Y4e N/A WA Flodds Deportment of Business & Professional Regulation pip 1 ei Florida Deportment of Business & Professional Regulation page I W 1 Building Codes and Standards fps+ Building Codes and Standards +21M7+ ProductApproval Application Detail Product Approval Application Deta(I Simile DOWor list no aftbnft DattP*aam at: Stm Version Wmmeam(u &Row tMmlOMAIMma xdgo .tic kdw d i bMVtNW PIC Ampvd Aomtad IWars JYaI Variation Mmgmf t,,, &gu ma bobELLUMM valid.[.e sir )gI wm IiiOmEm Far Annuals Adoration can Review 2D20 Nita txuad Lewta ICC Evahap. 9ervkm, LLC Wfihm M. Roost, PE 10212020 iW2I2O2o I1AM02D 11,,10sr" Approved Ro olowl ZD20 Commerdsi Concrete ProolJNalno. ROW OIRa Samuel A GNenberg John Hoy 1WIM20 12rI6202O 1221141020 dud FSC Appn cmagam : Buuiurr Ca po n tads 43211710.33177 (407) N1-1911 eatteeer. Sy9alta Compgnems (If 3) r6W370T PE-34248 Pam 580g311 MACanseary: rive. Raws Nerrasipinalw.aom OW)CdOWW. Prodit a IM CMC$d U a Reralt of pnnalm.taay.hoo,oan Coepliar ce, Method: EveluNion Repot tom . Haw Towndogy Predated 6nw u argonk, Compliance EVWUNlm Report n a - Flood* Ragl$WmdA hlW a Uwwd Pladdt a . :. .. ProlealaN Engineer ,QLwNtAgv4um Aaarsvod for Use Aaaawdtr UN lBElM QJYad !lalLTTA3 Omm1 _ - - - Sled huOlrtYadN.dtarlMrwNam e Pmaatamdmaa fAaedE00iMM¢gd6 in Hog 4tpId:1BAQ aWdLrs luIYu I ITW BCORablee Hill- Mrenph iN LamP: B) hall Comedy plea. MU1024 Yee Y. N/A N/A AELOM LMUR homulaium kuh" go= 2 ITW BCOAV" Hhp PIMA MNaI COM#" PIM 17/3121104 van Yes NM NIA AnaludDemnsaw&9mW .! infer $Eside kvkL atemw Fouum 3 ITW 8004Valw TlUlw Model Connector Plate 12(312024 Yes Yes NA NA 1 OuebyproaNaConmerdM CaRNIs Proaab Precast and Prestressed Concrete While 0612612024 No Yes WA WA 4 ITWaciaAbIM1Mow Maid Common, Wale tb312024 Ya. Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Sim lots role Product Approval Application Di tall Page 1 d2 92e2021 z= Version Mandist 90" firth-lL-ir VJldand tee YYWad lIIMgW PSCA- d Agromwed dolt A111PnNbn 2020 Alona,41"um, hc. Jose adva 1.6" R. Lams Mawr M. Urich, PC 11n LWO I i/IA`Mn 112042M Approved category: Panel V/oIN (4on ass-200s PE-52514 (7171 N7 e1a4 aLMLllapdry: 9o*Re rphadimnaminctawno CompUrMO Yemod: Evaluation Repot from♦ a.rJhm Florid. R4gW*ndArehmMt a * Uansod Flodds Prdwsal.sl Engnea - -Quietly Assurance Asaceed for Ws lapsed for Ua Ig1ma Iradml Sol agoALMAOLMMUN.Mim FDmmLgnm)a(gn &guaaaEamidllloJitia 1nMVKZ Sam- Mw z $alga HamMug i Afpho Aluminum SMd.Sarino: Verged AAiminum 4aft Mesa Aluminum solid tamp; VeMd Aluminum 97lta2023 No Yee No WA C,Mu Lome; Wood SAmI Cie! Aemp; Wow May 27. 2022 •er-A Cn 2 Cd Q 0- N }a O .�. 1116- U O (D O - a 0^' ICU .Ln Cn 0 -0 W o E UICU O W 3 O CX. � C O Y Lw O O � Li Cn O 1� L4. fs c0 O a_ Nita cat Y r' « c Ec, �_ c V Q g co 3 (D sir S7 u ry C O as tH O. E � O a V O Cn CD E Z � CIO ICU O CL CL a< O �a CL W U ICU m � Q F- O L W Q W z J z Q ..J a SHEET NO. PA 1. 1 N L Cn -Cu 2 N iZ O CCS -� O C .� N U N UO C O :� D O LL -0 E O^' .Cn 0 try O W �. U) Q .� c N N O d v 7 W CiCSi a 4� ro CO •� tj yc C._� ea o -O CV � d 6i O r9 Cyr X °r ci C7 CL = t E c 3 ro c co ro 7 .A VJ �- C E ro O d u 0 fJ z r� V O L L U O L V�,( `V L O W �^^'' Q W Z Z Q J FZ SHEET NO. PA 1,2 • Simpson Strong -Tie 202t1 FBC Approved Products updated,zrsormzo Simpson Strong -Tie 2t)ZO FBC Approved Products Updated 1zrJarzoz0 Simpson Strong -Tie ZOZi1 FBC Approved Products updted,2rsav2ozo Simpson Strong -Tie 2(120 FBC Approved Products Updated t2/5012020 Fa tlkect Inks 1041887 appraWs Ieled below, CLICK HERE For direct Inks 10 all SgT epprovalc Ncte4 neiow, CLICK HERE Far dreet Inks to ail SOT apprwadc Noted belay, CLICK HERE For direct links to All taBT approvals YeMd oNaw, t: LICN HERE For rtdtltlgnal Information regarding Florlr�'a 8telewkle Prodret Approval system and McM-0atle County HodcO a Acceptance (NOA). CHICK HGRE. For eddlbnel Idarmagat tegutlng Florae's txuewlda Proauct Approval "emend Mom -Dade County N¢kA a Acceptance (NOR), CLICK HERE. For additional InfamaUan fege'd►!9 FIgnM'f txaewida Product Apprwal9ystem and Marti -Dade Canty Nctk!e a Acceptance (NOA). CLICK HERE. +-w For addtbnal Information fegerdbg Flgirle's Statewide Product Approval System and Mom -Dade Canty Natlae a Aoroptanae (IIOA), CUCN HERE. FL1121btS-R7 ) �Qg9¢,$$ FLM1t1486-RS 11 HUS, HUSC sense hangers Face -mount hangers available In widths ranging from 1-5/8^ ro 3 9/18" and heights ranging from 45118" ro 11". Conuabd flange �,� Product Model, {Yyrnher or Name Product Dascrioklan � Product Model. Number or Name � $!�g Product Model. Number or Mama Product version {HUSC) available for models having width equal to or 1 Trion Stainless Stool Concrete &Masonry Screw (Tf N•SS) 1J4"diameter Titan stainless steel masonry screw 1 A21, A23, A39, A34, A35, A44 Angles 1 BT, BTB, 8TH Brick Ties greater then 3-BnB", 2 APA21, APA4, APAB, APVA21, APVA4, APYAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI B Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.718" ro 3 3 APB44, AP644R, APV688, APB88R, APB88, APBBBR, AP61010, APB101DR, APV844, Outdoor Accents Post Bases 3 CS14, CS18, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9.1/4" ro 18". FL#B6lD-RB APV844R, APV9e8, APV868R, APVB88, APVBSBR, APV81010, AP1l8101 DR 4 CSHP10, C9HP20 Coiled Straps 13 LGU923-SDS, LGU3.83SDS, LOU5.23SDS Face -mount hangers 4 APDJT2-04, APDJT2R-4, APDJT2$, APDJT2RS, APVDJT2-4, APVDJT2R-4, APVDJT2.8, Outdoor Axeilts Deck Joist Ties 6 CTS218 CompreabNTencion Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers $l4,i Product Model, Number or Name Product Description APVIM2R-B 8 D9P, s3P, TSP Stud to Plate to 15 LUC28Z, LUC21 oz Face -mount hangers 1 SD10112DBB Outdoor Aourtta Connector Screw 5 APHH48, APHH48R, APHH810, APHH810R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H9, H8, H7Z, H18, H10S, H18.2, H18.2S Hurrlains Tles 18 LUS series hangers in from 1-8/18" to 4 Face -mount hangers available widths ranging 2 SDg112, S�212, 3010112, SDI 0212 Strong -Drive SD Connector Strew 8 APL4, APLB, APT4; APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents Land TBeam-to•Colurm Ties 8 HGT•2, HGT-9, HOT-4 Heavy Glider 7kWown 518"and height ranging from 3" tic 10-15118, 3 SD91128S, SD921263 Strang -Drove SD Connector 55 Screw 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH210R Outdoor Awards Light Hangers 9 HS24 Hurricane Tir 17 MGU9,83-SOS, MGU5.25-SQS, MQU5.60-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hanger N to MIAM!• mTAia nAnE �o'�,JN'tY PGT Industries, Inc. PGT L Q� Q O 0 N cv .� U cv to 0 o 0 O tL 3 Co .Cn -0 O Co CL co Q I—.Q._cn�t N N� o o 7 wi O tz N ,a C1 V> = N y d G Q y N .�. w- as C N �- c. rc d. L� -�-.� M O L O Q O L ..�J CU m f '— O L L w z J Z Q J a SHEET NO. PA 1.3 iudtest�rres, Inc. • >racmtat•rca�t•rsac. s>r�aav �[" Ind tries. Lur. 1 ttJ03 sW �b sm� l�aoma4s NUTTCE OF. ACCEPTANCE: EVIDENCE SUB1�IlT?ED NOTICE {IwF,ACCEI'TANCE: EYTDENCE SI3BII�ITED DETA1LTi�NTO�!'1EBLGVLATORYAI'tDECORfO�fIC.lLF.90Q1�.GE5QtitRa Msme, FbriAa33173-2�!?4 ao�+rtnarrncc�av>r��►Ttast nrvrsz�c i �rs� 3 us-�sso g c�a� 31s-zs� _ NOTICE OF ACCEPTANCE: MI® PRODUCT COUNTY e T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stteet, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (796) 315-25" NOTICE OF ACCEPTANCE (NOAI xww mismidade.aOV/gLopp V Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, 1. ,Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. " 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12 " ScoPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables- ,2003 sheets I Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation has been Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, P. E. dated March 24 through 3 of prepared by Craig Parrino, P.E. last prepared signed and sealed by Craig Parrino, P.E., on 08/19/14. submitted reviewed and accepted by Miami -Dade County RER- Product Control revision datedd March I1, 2008, all signed and sealed by Craig Parrino, P.E. an Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ) L Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and I. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfdled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 2014, pages through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS Parrino, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. d sea accepted manner, the manufacturer will incur the expense of such besting 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 C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. I. By Miami -Dade County Department of Permitting, Environment, and Regulatory A�'airs. 2. Calculations or Cast -Crete Lintels dated 05129103, 140 pages, prepared b Craig f P g Pm y g E. MATERIAL CERTIFICATIONS This product is roved as described herein, and has been designed to comply with the Hi Velocity Hurricane P approved P y 't7' Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. oad Lintel Safe LTables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4', 6" & 12" Lintel Safeh prepared b Load Tables'; sheets 1 through 3 of 3, P Pm' Y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1None. . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P B 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE Q product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E..None. MATERIAL.CERTIFICATIONS ADVERTISEMENT: Time NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER,). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Maori -Dade County Building Code Compliance tine. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA., Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 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 Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. P act Control Section Supervisor elmy A. Maker, P.E., M.S. -0 P uct Control Section Supervisor � �v, �elmy A. Makar, P.E., M.S. Product Control Section Supervisor �r NOA No. 20-0630.15 NOA No. 20-0630.15 15 NOA No. Go= Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date. 09�1 023 p 00-0630.23 Expiration Date: 09/11/2023 08120 2e Z o Approval Date: 08120/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: OSRO/2020 Pagel E-1 E-2 E-3 N N U N 2 CD- -� O N Q- Cd a- .� V - toCD (13 U CO O 0 .O N O U_ CU CD L (y L- 1� CU 0- Z z W J ® d� > W V j !_ O O , c rL ,aC-)N � m x N N L Cl) O CV d N Y 3 = 61 d w a � 3 � is Q, Cu L ca aW a c CU N G� a E o a. L+ 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS Cn 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Mwmi-Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS ,0-0 1. None. 1. None. (1) F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- �� CU A. DRAWINGS Crete ilS.4, Inc., dated 06/I1/20, signed &sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q. LT4612, titled "Cast -Crete 4 ", 6"' & 12" Lintel Safe Load Tables", sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �— -F--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U 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). U m E. MATERIAL CERTIFICATIONS <[ 1. None. F. OTHER 1. Article of Conversion for a name change. O L w Ofte3g my A. Makar, P.E., M.S. Helmy A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 2041630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1142023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 a. May 27, 2022 SHEET NO. PA 1,4� 1 L ECO PRODUCT ICVAE.tTATION [EPOkT;,yO- 2D-071E.D7 1 ,O 1("r W S f��NBi'.POQ'f NO 20.8741.01 3PRODUCT' /T1—L CVAI. "ATWN 1P.P(MI NO. 20.MR2A2 1 �ODUCT KY rA_i1AT(ON,�EPORTNOL I�n7.02 3 In,Ic. ECO Inc. TILLIT TE6T!IItO & ENGINEERING COMPANY _ -_. WATTRR A. 1TLLlT )R F.E. cite�,,��� ).COTE 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS D_1AATERIAL CNARACTERiSTICS jl ND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on TILLIT TESTING & ENGINEERING COMPANY - --- •- - - - ---- - -- WALTERA. TILL)T, 2.2 TEST REPORTS' Large missile Impact food tests were performed under SSTD 12-99 standard as S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on , rL CL 1. .44I47 201, 203 as per section 1626 of the Florida Building Cade. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing )R, rE 111teo@Wol.Dom PRODUCT EVALUATION REPORT m. P.3 LIHam% 44167 per section 1609.1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), ( ) IL CAILI , N. '7 acne ry as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering 8 No.20.176. Anchor specifications shalt be as Indicated on sheets 1, 7 and 21 of t'LL.A.L,[mHNA.000A719 1WU,�,,4R Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20.175. Minimum separation to glass shelf be as indicated on Testing, Inc., Reports # 95-6e9 dated 08/0911996, #96-570 dated 0911811996, 28, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Lab of South Florida, Report# 0814.01-01 dated 03111t02 wftnessed by William sheets 3, e, 13, 14. 16, 16 and 18 of 18, of Product Evaluation Document PROD1lCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0TZ7.02 R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.176. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and 0219.01-09, dated February 26, 2009, signed and seated by Edmundo # 2128 dated 1 witnessed Gilbert Diamond, P.E. and Report No. T. LIMITATIONS iQrJ$ AND CONDITIONS OF USE: DATE: July 27, 2020 Largoespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 2M0729.01 March 0219.01-09, dated Ma dated 4, 2009, signed and sealed by Edmundo Largaespada, load Inge per Protocols TAS 201 & 203 as per section 1509.1.2 of the Florida 6, MATEIRiAL CHARACTERISTICS AND SPECIFICATIONS•rch P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by Amencan Testing Lab of South Florida, Report No. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E. Shall be strictly in accordance with General Notes and Components Indicated on DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2000. on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), tlrawing No. 20-976_ PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by 771teco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT Sub -CATEGORY: Storm Panels 2.5. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL Tensile test report NoSCM198 bOC . -yMetallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175. On 20 Gage Galvanized Steel Stone Penal for maximum panel length vs. design defined on section 1620.2 of site Florida Building Code. per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products. LLC and seeded by Jerry Jaciofano, P.E. as per ASTM E-8. MANUFACTURER: global Pelection Products I.I.C. length based on ratlonal and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by TRiteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and yvoo(t frame structures. 4800 S.W. 51 Street 2.3. STRUCTURAL ENGINFERING CALCULATIONS• 7. LIMITATIONS AND CONDITIONS OF USE: 4800 S.W. 61 Street FWda33314ind dated 11/03/08 and 03/1205 , signed and sealed by Walter A. Tillit, Jr., P.E. ,Davis, Davis,Florida 33314 On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated I. PURPOSE OF EVALUATIQN; 3. MISSILE IMPACT RESISTANCE* Product Evaluation Report epo prepared by Walter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tikeco. Inc. and signed and sealed by Walter A T1111. Jr., P.E. This is a Product EvalutAL Report Issued by Waiter A. Tillit, Jr., P.E. (System Large 1 Prot Impact under section 1628 of the Florida Building Code, as per TAS a Protocol. No. 44167), President of Tiiteeo, Inc. (Florida CA-0008719). This Is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. {System section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12/18/10 and 0&27113 (for this revision), signed and sealed by Walter ID # 1906) t0 the Global Protection Products, LLC, Rule Chapter No. ""INi"' ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. A. Tllllt, Jr., P.E. 7 Lief II .2 Prod she not be Installed within HIGH VELOCITY HURRICANE ZONES of the Florida Department of Buslnesa and OPT s-3� Regulation. � yy)ND LOAM F��gla?ANCE: ���k� A' ��4C1 J° 61G20.3, Method 1D of the Florida Department of Business and Prohsslonal Regulation. as defined on section 1620.2 of the Florida Building Code. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum y14; • �CEM4 ., 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1809.1.2 the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and This product Is teeing issued an Evaluation Report as described herein, and has pressures. panel length shall boas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), draws No. ( ) n9 �- r�.r- -��s • 44167 r This product Is being issued an Evaluation Report as described herein, and has of as per SSTD 12-99 Standard and TAS 201. wood frame structures. been verified for compliance in accordance with the 2020 Sevorlth Edltion of the Florida Building Coda, and to verify that the product to far the purpose Intended 9 p 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 9 `—= '* * % Z� been verllled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify the product is for the purpose Intended Product Evaluation Re port prepared by Walter A. T81tt, Jr., P.E. (Florida License at least equivalent to that required by the Code. 14, 15, 17,18, 19, 20 25 and 28 of 26, of Product Evaluation OocurTrerrt (P.E. D.), drawing No. 20.176, STATE OF a: _ � , / �,,t;'•,, LOAt1) at least equivalent io that required by the Code. 4. WIND LOADS RESISTANCE: No. 44/87), President of Tltteoo, Inc. (Florida CA-0008719). This Product Evaluation Report shall be subject to review and revision In case of a Building Code charge that may affect Its limitations and conditions 5. INST �4i ,.: .cSS/ANAL �T;A�L+` `�nN,,,,,,,,t,t1ALA This Product Evaluation Report shell be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 24 Gage Galvanized Steal Storm Penal has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11. auomNnl @P A. it tIT Installation shall be performed strictly in accordance with details indicated on WAr" 12 and 17 of 18 of Product Evaluatton Document (P.E.D.), drawing No. 211.175. �, ✓ P 2. EVIDENCE SUBMITTED; 2.1. PRODUCT I°VALUATIOIII.DOCtIMIENT_(F,EJ�,): sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.170, Minimum separation to glass shall be as DA TILTECO ADMON RECORDS P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL% ORIVO 0 Ml75 REPORT 0204TXol 2. EVIDENCE SUBMITTED: Maximum Anchor SpaGng shall be as indicated on sheets 5, 9,10,11, 13 thru 18 and 18 m 1 n of Product Evaluation Document (P.E.D.),,9,10,No. thru 1 . ( )drawing —� (.' •, - Drawing No. 20-176, titled "20 GAME GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176, 2.1, PRODUCT EVALUATION DOCUMENT (P.E_D.1: Drawing T5, "2A zed star Storm Panel has been verified for code compliance t0 24 Sags non -porous work as a non porous storm shutter assembly, as per SSTD 12 99 Standard. wAru •itN sheets 1 thru 28 of 26 prepared by Titteca, Inc.; signed and sealed by Walter A. No. 20-1 titled GAGE GALVANIZED STEEL STORM PANEL!, D:O TILTECO ADMON RECORDS l P, E. REPORT.201 OLOiAL P O� '" rr�� PROOOCTB l(,rALA�SAGE Tillit, Jr., P.E.; dated 07/2612020, This drawing Is an integral part m, I�o�lt�Ittu, Evaluation Report, t;�s A, )1�4r A,R,1rINNN' rL�E A. T!(�ay� sheets 1 thru 1S of 1S prepared by Tilteao, Inc.; signed and sealed by Waiter A. t� 07/27l2020. This drawing Is an inte$L��Tp41'fE!gi`aZ/,h�is 'sAtIS(1�," ......... c/r GALVANIZED STEEL STORM PANE.1DRwc#2D_t7sl RCPORr#20•DM ��[i 0R19PP 44rr Ay/rs / E` �a �.--`ALP t10ENSF :✓�1';��CENS�r .9�P�' Evaluation Report.dated ;'gip h"hj„Aj"111N, i * E 167 44167 g 061No 67 ' �i 'sy •., OP,IDP; ((, y� st/ X�L `� STATE OF .�E O' F1OR1fl , %ySS/a0` � '• A EOF� s,©,c'•.. lORt4P .•'`'� �. i ATE r C, . OR11]A y�4c3 •.ti+� S/0NA1 6355 N.W. 36th Street, Suite 305, Miami, Florida 331b6 - Pi1LTDe: (305) 871-1330 - PfDlirPB...A S 1 'r OVAL N'rrrNu,IN"It+'H'� �Fs �� 6355 N.W. 36th Street, Suite 305, Muni, Florida 33166 - Phoue: (305) 871-L��1IS L-1531 AA N%/ryrIN11INIt+rqN hNLHIH,AA F'r+Nn11u11r,I•` I>10ZES: B.3) M CAW THAT PRECAST SIONE. OR PKCAP CONCRETE PAWLS, s,UCCO OR WOW BOARDS K FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ONOICH TO WAN THE NNW STRUCTURE BE7RN0 SUCH PANELS. ,. 6/0RM PAN0. BHIOFM ON 1MS PRCOUCT E,AALATON OOCUYEI/r (lP.E.O. NAS KIM VERIFIED FOR COMPIJANCE M ANCHGRMC EHAII BE M MENTIONED- M 9.`I AND M 9.2). ACCORDANCE WON THE 3020 (7M EDITION) OF THE noRIw tlLIRDINO tc) Tr, .a,ar hM. sPF,xx• n 4A MIN . DESIGN WIND LDrD9 SMALL BE OEWANNIED AS PER SECTION INO OF THE ABOVE MENTIONED 000E, A WIIC SPEED AS REQUIEO BY TFIE dURK01CrIDN WHERE THESE SNUTTEM WILL K MSTMLEp ANO - t/4"a TF ANCIIpIS. AS MANUFACTURED BY I.r.r. BUILOM INC. - /C4-t0 PrANLLANIE FEMALE 0 AND PANDIT Pius ANCHORS. AS MANUFACTURED Br ELCO CONSTRICIGN PRODUCTS FOR A DREc110NALRY FACTOR IKea.b U9IN0 ABLE 7-Ill AND SHALL NOT GRE[0 /HE MAIWRIII (A.S.O.) / 4 • LAG SCIKNIS PER N.D.s. DESIGN PRESSURE RATINGS INDICATED ON 04MIS 7 THRU 12. 14, 15. 14. 19 U 20. _ r%TeY . sro' WOOD BU6NMG. As DISTRIBURD BY ALL POINT SCREW. BOLT ! SPECIALTY OD. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMAIE OEM WIND I*" DETERMINED PER ASCE 7-10 SHALL K FIRST NEDIIC[D TO A.&O DESIGN MO LOADS BE MULTIPLYING ITEM IT/ Of IN ORDER TO `UM CA) ARRLNHREADED P'EETRA7LON "TO WOOD OF TAPCON ANCNIORS SHALL WE /2' MR, 1 AND !' R MOD PAHIEUAT vLua COMPARE THESE W/ MAX. (ALSO) DESIGN PRESSURE RAT91os #*CA= ON SNITS 7 THRU 12. 14. 15. 16. 19 A. 20. MR) ELMALETHREADED FEMALE 0. .1 GIRDER THAT ANCNQ QN THIS P.ED. AS A E E M ALLOWABLE G WDIE NOT OVER 5TO C.2) MINIM THWAM PENETATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2', NO THREADED PENETRATION MID STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED 1T4READED PENETRATION. R AN L 4TRESS FOR WINO 1AA06 Y9IS BOL USED IN THEIR NNLYSS. PASTE7IEK SPACING TO WCOO ,A9 KEN DETERMINED IN ANALYSIS, WOO S AN T ACCORDANCE WITH M.O.S. 2016, CA MINIMUM EDGE DISTANCE 01 LAG SCREWS. INTO WOOD SHALL K AS 99WATED M THIS DRUNK STORM PANEL'S ADEOU14CY FOR AWPCT AND WIND PUWANM HAS KEN VERIFIED IN ACCORDANCE WITH SECIWN Ie2S BE MOPE MENTIONED CODE AS PER HURRICANE ENGINEERING B TESRNO INC. RKIRTS 911-502. 99-570 ! 9e-T30 AND C.4) HMWiRMLRA PENETRATION of WOOD Bu9HIM0 SHAM K s/e•. 1/4• .-20 SCREWS USED SH1At K 1 t 2 MINIMUM / ' LOAD MIYU4 FOESTIATN)N TESTING W INC.. REPORTS F2032 t #2126 . AS PROTOCOLS MS-201, TAS-202 AND TAS-203. SHOULD STUCCO COST. AND 1' M~N FOR WADS WITH NO Sn1000. AS WELL AAN LEST LAB 9ORH FLORIDA REPORT /0219.0,-09, A9 PER TAS 20I. TAS 202 NYO S. TAB 203 STANDARDS. CA) M CAM THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WAR M ARDS BE FOUND ON THE Cost" 2. ALL ALUMINUM C:IRIS�ONs 70 BE 6063-TB ALLOY AM ROOMER. NNLE&4 OTHERWISE NOTED). SEE SHEET 2 WALL. ANCHORS SHALL K LOW SOUGH TO REACH THE NAWI STRUCTURE BEHW1D SUCH PANELS. ANCHORAGE SHALL K AS MENTIONED IN CA). C.2) A CA) 3. ALL AA*MM SHUT METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. (0) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOWAENMTIONs AND SPECIFlOATONS OF THE ANCHOR'S MANUFACRMER. 4. ALL STEEL SHEET METAL PANELS SHILL. HAVE STRUCTURAL QUALITY SMEL, ASTM A-653 .MADE So MIWMUN. G-60 GALVANIZED STEEL O[SIOMTON W/n. 56.5 MN (AFTER ROILSD). S. PANELS MAY ALTO K RISTALLLD HORIZONTALLr FOLLORIw 95TALLA110N DETAAS SNOWII ON SECTION 3 THROUGH IO S/EE14 4 t THROUGH 6) EXCEPT THAT HEADERS � U (1) SHALL NOT BE USED, S. ALL SCREWS TO K STAINLESS Sttfl ]ps OR 316 AIM fEREB ON COIUOSION RESISTANT COATED CARBON STEEL AS PFA O WA SO W AELA STIONODI AND 90 MM TC49RE SIIENOTN N 9WlL COMPLT W/ FLDRgA BUI90IVG COOS 9. 17 SHALL BE THE RESPONS*kn OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE. WHERE SIWTER IS TO BE SE I 2 SECTION 241 .].].4. ATTACHED TO WSW PROPER ANCHORAGE. THIS SHUTTER SWILL ONLY K ATTAINED TO COWAM BLOCK 00 WOOD FRAME 0. BOLTS TO BE ASTM A-307 GALW9IMD STEEL, OR NSI 304 SERIES STAINLESS STEEL. WTM 39 YN MINIMUM YEW SNCHOR1N. 10. EACH aw. THROUGH 1LE�LE'� ••MMRGIC 3, 6Li i �RESPECTIVELY.E T ANCHORS TO WALL SHALL BE AS FOLLOWS, �Y "501ECTIONS t ION�ON SH[� %VLL NSSTOWTINKO O ORTIERINJONES TENANT TO SECURE PANGS WIH APPLICABLE REINFORCEMENT DIALING POIODS OF HURRICANE WANING (A) IO CG97W PO,111ED tlY/KX1[1T: It. THE INSTALLATION CONTRACTOR S TO SFAL/CAWK ALL SIAIITER COMPONENT EDGES W11CH REMAIN A CONTINUOUS CONTACT WITH - 1/4. TAPCON mGNORS AS NANuFACTIRm BY I.T.W. SUIDEx. INC. (w.. r-3192 pi.) THE BUILDING TO PREVENT WIND/RAIN NTRLISTON. - 1/4' • . 7/b' CALK -IN ANCHORS. AS MANUFACTURED MC. (MIT. r'T A L PO !OW -SCR ANCHORS. A9 DISTRIBUTED BY ALL POINT SCREW, BOLT • SPECIALTY CO. A S CIALT 12, STORM PAID. INSTALLATION SMALL COMPLY WIN SPECS INDICATED IN THIS MINING PLUS ANY BUILDING Mq ZONMc REGUUAT10NS 1'a .3001) D.I.IJ PRONGED BY ME 41AMI)CIWN WHERE PERMIT 19 APPLIED TO. - #14-10 PANELLNTE FEMALE 0 • PANELAMTE PLUS ANCHORS. AS MAUFACRGIm BY E•CO CONSTRUCTION PRODUCTS, (MN. ra.3330 P.IJECT: 13, (a) THIS PRODUCT LVRLUArOp DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEERisOCNERc AND GOES NOT MWOE 9RCRMAtON - 1/4-0 OF TAP -OW ANCHORSS, AS MANUFACTURED BY TRu-FAST OORPORAIION (f'a.3600 "J.) LI. WHERE THE SITE CONDITIONS DENATE FROM THE P.C.D. A. 1) MINIMUM EMBEDMENT OF TAPCON AN04M AM POURED CONCRETE SHALL K 1 3/4•; 2' FOI PANELWT ftMALE (►) COWRACTOR TO BE RESPONSIBLE FOR THE SDECTIGN, PURCHASE ANO INSTALLATION ACLUGw LIE SAFETY of THIS PRODUCT BAYO ON THIS PEA PMVM •EISE DOES NOT OEVATE FROM THE CONDIIMAI DETAILED ON THIS DOCUMENT, 0 A97 PANEMA.TE PLUS AND 1 1/4' FOR Cr TAP -OW ANCHORS. CONSTRUCTION SAFETY AT SITE a THE CONTRACTOR'S RFSPON SO"Y. A2) CALK-W ♦ SLID -SET ANCHORS 9441 K EMBEDDED 7/e• INTO THE POURED CONCACS. No DOWMFM AID (a) THIS PRODUCT EWLUAI M DOCUMENT WILL K CONSIDERED INWUO IF MODIFIED. MUCCO SHALL BE PERMITTED. 1/4• P-20 90K USED 94ALL BE 1 1/2- LONG MINIMUM SHOUD STUCCO UW, ND I' MINIMUM FOIL WALLS WITH NO STUCCO. AND WY K HEADED SCREWS OR ALL RIRFAGEO scAMS W/O HEAD. (d) SITE SPECIFIC PROJECTS SMALL K PREPARED Bt A FLORIDA NEWEAm ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH "4 NUIS. ENGM7iR Or RECORD (EO.R) FOR THE PROJECT NO WO WILL K RESPONSIBLE FOR THE PROPER USE OF IHE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A3) IN CASE TINT PRECAST STONE• PRECAST CONCRETE PAND% PAVERS• STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.O. ENOWLER. SHALL SUBMIT TO TNS LATTER THE SITE SPECIFIC ORNMNW FOR RENEW. 04571K WALL OR FLOOR, ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE 90IIND SUCH PANELS. ANCHORAGE SAL K AS MENTIONED IN AI) AND M A2). (a) THIS P.E.O. SHALL BEAR THE Wt MID OWN& SEN. AND SIGNATURE OF THE ppiE550NAL V40NMR Or RECORD THAT PREPARED 11. (a) !O EVWTwO CMra,r Frrr. Wul ACTH CQ; - 1/4' F iAPCON ANCHORS M IMUFACTURED BY I. T.. W. BIMDOL INC. 14. SINRTlA MNRBA.CRRERS IUVEI 9HAI.L K LOCATED ON A READILY VSIBIF LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BM JMO CODE. ONE IAND - 11/4• A . 7 CALK-W ANCHORS. AS MANUFACTURED BY DEWALT PC (MN. C-1500 p. J.) OP[NNO. tABEL1NG TO COMPLY WITH SECTION 17091.2 OF THE - 1/4•0 13% SOLO -SET MOO". AS DISTRIBUTED 9Y AL POINT SCREW. BOLT • SPECIALTY 00. FLORIDA FI� -E11GY (MN. ra-1800 P.u.) - #11-1Q PANDIT FEMALE 10 AND PANELMMTE PLUS ANCHORS. AS MNwFAC11Rm BY ELCO CONSTRUCTION F•�� , �P^n WC SMALL OLY K USED 10 PIgpUCiS (MN. ra.2071 P.I.T.) uM ", ( OBTAIN PEIIMIIS A THE STATE OF MORIpA - T/4• P OF TAP-GRE ANCHORS. M MwuFAcn,KD ., TRv-FAST CMPOM710N`"�•�((•a A r�( P);••vC :••••e/j• 0.1) MINIMUM EMBEDMENT Of TAPI:O/ ANCHORS. E100 PANELWTES AND Or TAP -GNP ANCHOR. INTOTHE FLORIDA BUILDING CODE M h VoWeI Nurrka BLOCK UNIT SMALL K 1 1/4', '• No. 4 •: 'm0 11pCo "` 20 GAGE GALVAH M $TEFL STORM PANEL L 112) CALK -IN • SOLD -SET ANCORS SMALL BE EMBEDDED 7/e• INTO THE CONCRETE BLOCK UNIT. No T87 INTO STUCCO %IALI. K PERMITTED. 1/4' 0-20 SCREWS USED BALL K 1 1/2• LONG MAMUM EXIST, AND I' MII/AUM FOR WALLS WITH NO STUCCO. '9.i RYA --- n -__-__._.._.---_�> IL A.►W SAL PROTECTION aN109lit.T$, U.C. • Boom a Twom 9) 1 DIBI9w FOUREQ Lp. \ I I aMao i 2 It 1 i 1 1 1 1 1 ' 1 1 1 fOlMEO '. 1 ONCREIE BLOCK 1 EOURm. % 1 ,t , HOC• 'r 1 — i tAOMM WW/ ww i t'4,� aAH, WI ©o.x. 9HRcp¢ aa11MT1aaKAl ON n a n WALL MMWM BLUE I INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS(bA U CONCRETE OR CONCRETE BLOCK STRUCTURES iXWaER AIWWIOAS Wart oomo SL Amcwftou OHMa• iwwlal•• n \;-.-_..iD: ou $CHO L G OIISiB10 /dlllm CONCRC[ a•°�"LnWeIIwI" J \\\'•.'.\\•}.\\*h\\\\7N�\\\\\\\\\\\\� I•�, r' '1 SHM 9 WRMAH - -. 1/2•i REOIBEQ{ _il•�'�,MYnfh•u en - - �.11h Ti2•I a" a "I"Llm 6) \\I emm 1C4ML 3 , ,I, Bl,.r�f'jij7ri 1' ZYr�ll Y OOMCIh'lE 6E iN f I CONCRETEBLOCK N i 1 EA. ON DISIANCE (SEE SCHEDULE ON SHEETS B A 9) Now F R comalunm or SECTIONS; TOP k BOTTOM MOU TINCS CAN BE COMBINED 1N ANY WAY TO SCAN ANY A OISTAtLATTON, I COMPONENTS FOR REGULAR di: LIFE SAFETY STORM PANELS (SCALE 1/2-1' -.----------15.100• (TOTAL WIDTH)--. ._.__..... -_..__...__ ___—......._.._.._ -.. —_`-- _. -18-iB6• CIOTAL--- ~ (EFFEcTwI / ` 3.000' J"�J•,i^ J RRERRND TYP. �- EDGE nAARis W/ Himury �.a0a• } 1507 ..%"^ HEMHEq ISOMETRIC VIEW DETAIL A ROUNDED CORNER O ENDS OF PANEL'S END LIP W/ H wale ML (N.T.S) V "h" HEADER •� I Spp•-..� eSOD ; �..\ r,..1.34D• ,� OWY WL THICK 1.]50'-- /I II ) �• IBM A-alB3� I 50 0-011 GAW ma X Ij T DETAIL ..T 2. N TYP. ` arm A_I -7 NOE I�TAII A , 48S __--___ I __________________ 350' ® END STORM PANEL .100• .R7N' .125' .760• r•.. ��SDMES � WP�e •' j •' ,12e' tLt. PW ww m /JL E110 IIIACIE$ J 750•I N ANAL • R) AIMS • ._. 1 i 14 1/r at /3 ,/f• 00 .093' �. ., ... ,.Sao' tJtlto• 2,2e :.00D .OAI JI]9 1a W R 3761 I i OEtAU 'I a ym.__.T._.___" .... ~f.900•-.1L..., .sae t-- ,2a• i • T i O 'U" HEADER ® ANGLE WITH STUD ® ANGLE WITH r'-- "---i Who SIM W. 1/14 At 2/14 a .374' TOP RANG mar. tell•;--' ,.407'1.p63• .e2S J .375' J • 14 a r-- see' i I 1.lil•Jw V 6/1WO +qLC FOR L._.__ .. ._' t.OB3' i t.]43•OB2• y D/GY OA1�`ITDC' ATWERW 1 1 . AIM .Op' �� 2.000'--• TALL' O Kry HOLE WASHER 625 • © "F" TRACK ANGLE ' GAL___'," py4• ANGCDI SrEL1 .344•1 R 7 � IV Law `F�.. T.... !V" .375•I —� ..e7i'I .376• - .....1 ND. 44167 D63 �„1 tWUEI �ee a°0iwaiwpm Mo ATE OF KEY HOLE ja-f4AT PMALMMWMY. UK 1 _1 MIT WIOUT 11ONOUIr. WOO 'INY� ommiIL • 7/BV,3/JY WA6M!R (SMA•LE9i L lAJWWLWIMEAMII f1iN1 OR AIdEL PLAIm E1FLU. c9MamE MHIc•cm goacoutIGR6 Dom iHwMGHG" n omnm 1, CONCRETE CONCRETE KOU9IEO I 1 ■AIN •'U• .'lYON yy a ra I �G.OM I' WLF. m yr I'°" a,FBwKM°" I I I 1 gg I r '1 1 1 �M ,°"iL Y"miWeaiallu 1 ro SAIL ' 1 OR / OF, nV� adlpElE NNXGIIf HOMES` G @S B• ImIJ91tG q BaW) SCALE 3/Sot- orDusm4 • NEW I• WIDE . WM . t/et_ THICK ALUM. TUBE OR I' . f- L / P.T WOOD PLATE SPACER / IF NEW I' WIDE . WINES . 1/8• ` 1 : W'OW IRMATI SPACER ` 1 p 1 KMMD TRACK / 1 CONCRETE Ar(9111 " *1 -•-� W War a W O 3' Mo. REQlRREO. '/4 Limn lei* X6 SE WALE A DETAIL FOR 3EMn AT BOTTOM TRACKS ADJACENT TO STU= .374' tRS 1 871' $.LISP ® ,S a` 'F' TRACK 7w ` 124' I I/4Y-34 304 I6RRS F-- s sIMG RAETm TD i I NPNL • 13 1/Y OC. Q FLAT FNJtTFJ) WITI STUD 9 END QM ElE5 DETAILS FOR I[tMA1J.ATlON IN mm COICsm UCTURES CONX-M S= OR MOOD VALID FOR FEMAR. UFE SAFETY AND E Z HANG Sid1M PANEL SYS W /• I AN JCFL 3 {p'® r y� Fj w 3 --1 n! ML r CWIIFa4a r r "A _T _ _ H, A4R AW AIW J JT CASE B !PLAN) 777'cCC a�,r IK DUI• �E��.. KAN O +r: e : 4M• ,s IIa9WA r r ,/A• IL �/ CASE C (PL�Nt S D (PLAN1 ,Aa —am Am W" W 9L1ow� Ra.. A Q) WW411W "WHO E.D. - EDGE OETANCE„ MAriPa'li W (SEE SCHEDULE ON CASE (II F LANt SHEETS e t 9) - SCALE s/1B.r MOTE FOR COI�I�(�„tjE SECTOfrs: TOP t aGTrOM LMOUNTOM CAN BE COM(NI4ED IN ANY WAY TO SUIT ANY CASE E fPLIANt INSTALLATION. SCALE J/TINT' CAM. 2/4. 3/4. 4/4. 5/5. 7/5, D.M..O• ®. 0+� e EO BOLTED PANk15 W/ 1 N-20A1• EEA.. 3/32• 0 r (SEE SECTIONS AS M"JCA") -I-A-Ll I -_l -I' ],_01' . _. i ----1 11III/10, 2W/10, 3w/10, 4w/10, s s 5w/10, aw/11 at 7w/11 / _. ANCHORS: FOR COC4�ETE SR SCHEDULE ON SNEEIS B " FOR NOOO tCE socri s ON SHEETS 10 At t1 REGULAR STORM PANELS n A Q ELEVATION N.T.S. W "W .1 n01E W"" ,/4• , W. GAP INSTALLATION DETAILS FOR REGULAR PANELS3 dt INTO EXISTING POURED CONCRETE171 OR CONCRETE BLOCKSTRUCTURESUCTURES CONC R E BLOCX _...3R GDUNCRETE e. .. tAI MNOMP"a LXt *W OM fIMEMIIL G ' T9BE 9L11/DUI (KE 1) i YIRT 9) ' I IIIRT n ....._. __ i —1 -a WIN* q I I uA6 Gals/]W7 I , OVVLNur]I. I IOYoP»' � I Mqxow /f W is I 1 1r" ' �1MpR1[ Awman pPpGIyE ...'-ice a) ColorSeat• ON C6MWItR BLOCK OR DIRECT 02 all moustritse Rroll4lm SCALE 3/B.+' w w 4MRI aA I t I t0 i W P I LAWW+AMwL1e ,i/\ i I or Mo T II00'� %' ! +/4Y/-SS•a] 3/4• SUS. RUT / 7AM WING Mn I WMar n L, rDMMeM a SUM R[GHWm RCEIIIIIJARM SDALL a , E.O. - [DGE DlsrAl(cE 11131E FOR TiON Of sEcrlDNs: (SEE SCHEDULE ON TOP AI BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO Stir ANY RLSTALLATION, E� i w I -�/ { I--- (Kt R9aE9vIA"a�a sNa•T n !..__.. BLOCK G• 1/4• Mm. CAP IY w L.D.Y..®a® • ;,• ,9r. MIERFIE I' wn. I FOR CONCRETE SEE SCHEDULE ON SOW 9 FOR WOOD SEE SECIOMS ON SNIT 12 KQULAJI STOW 9rALE 3/3r I/4' MAX GAP 2.In• i (AWL owAl ., WQL VALLEY) l SECTION ♦-A 1�''W"' BC/LE 3/]2•.1 O N co >U N 2 C O c a ca O -� [L C O -p cu U 0 c C 0 'L C ICU O CIO LL �O CIO > Cn .W -� f •— CIO .Q a Cn Q f1=0 Q Z Z W J N N / ` / C o } W C=) Q 9 c G TO C. ecZ, •M 00 ]• c L.L. 0. 49 O .pN y N te- a: LTJ tS Y G E c t # 3 w A37 a+ u w r] w E � E O Q u O ♦^_.,18 w V CL Q U CIO 0 L_ U '�'^ V! ICU LU T � Z ■CBI Z Q J SHEET NO. SH 1.0 mm�i°M« M4RI.. n D WALL AND FLOOR MOUNTING INSTALLATION FOR mjYI'': SPLIT PANELS , EOICWt A m IA1SSTI9 « F_ rr. / +L .-• . • (� ipi � I�D•o a t•�r � i°e�tlw0 = r, r• ,PHA IWLR Oa a<,LALL . '• •.-.. 'or ,. LaL` , 4,1 WMIR�•• O ' NO WON IL. r IT ` MAIBL u.--.J ■ ITIISS 91oM: \ iN9lne SOIL 1 4 . ,• J METAIL I \ 1 1 1 p /a x 1�s twn r"wOfOM" � M,.1A os[ sup /,iAa`N`i r ac 7� :gym MMaam CallE t/s'-I r �mm�ls'tieo MULLION SCHIMIE SS t,,a• SECTION 1 laWt s/W-+' NOTE: MULLaM FAN AIUO E eIBTAIL"D N/0 atOw 1911E11 ON Top M BOTTOM >b TWIT R IB IOCATO A LOP M eOTmM or OPDNIO. (ONE ►Na MENID N/ 1UK Top a BOTTOM) IUUM AMR « ALTMOMME 1W LION 1/4- - 1• 3 ®, •1 IIRI Son PM' 4I1,MO M4L NATION Wm (FL) • ragumm MbL TO9E tAALION « 4 4•-r r . 3". l/0• > 4'-e' TO r-W r , 4' . I/4• I .�iN r�AAe Y. „M. E 1WALL MOUM erxa I/4• . ,• 1S: u V�°Pe �rYi�r,Mea wa„rMA r I1An /1ST11LT�IOM-Y�ILT� TIY[ 2W Scmuu- 1/0. 1• lYIZE2M 1. INSTALLATIONS ARE ONLY VALID FOR BINLONGS WRAF A.S.D. DESIGN LOWS UP TO +55.5. -72.0 P•N.1. AND PANEL'S LENGTH UP TO e'-S'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11EMB[RS TO BE SOUTHERN PINE MO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL TOP IS: BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. COIDMER AMOHONa ow it) COICO M AO.rDM as MOHIDII" ON OHM 14) On se"Im" ISM 1°N POINRO 01101[i So ■ �i a, 3� ''.II'(�II ■ r.nr.. ,.r•nr•. r.nr• r•nr. IMnMr •�nr•� ■ H1,•;. I 71•,.i .n a i L•;. l�11J/16 t ileOt MOLD W� /i130R YOIIIlTINO UVAUAT10M - LLTE■IaTIV[ AW HIS1Al1ATU0NR - LLiERMaTIv[ STY (SECTION AT TOP 15 La6rtD TO +55.5-67.0 MAX SOME: 1/4• - 1- A.S.D. DESIGN PRE5911RE RUM) SOME: 1/4• . 1• r 11NI f rr :DOOM ar A9901SS � II,M AY.O t4Nismmo . Ia FLOOR MOUNITM INWAAIATM - SECTION AAW SCALE: 1/4• . 1• /•• 2/41 201 3/4 at 4/4 i T, 2.Ut TTILhW/IS 1,;II U21W/13 -J ONI�it -A110NAm N-- P AREA W/NO LIFE SAFETY PAMU UWA M Of IIFEE NOTE IKLOW) I... RED" PANELS W/ OR-._.....y SAFETY PANEL W/o ROD" TRAM enaW) t • LAST PAIL FWD E NSTNIED'sOOEK Lf[ 7AP[TY 9101W1 PMn oPr3lRto awL Fr LtAtTt E PWWDFO •/ EM IMI1O[ %///���•••--- fNA1AL OOOOOOOOONNNDDDOOOII.+++11,MWO�OO,M+000000 MEETYVIM SOW AS R Maw W,4T ,•7 WALL YOUMNIG INSTALLATION WALL AND FLOOR MOUNTING Ii MUATION -_SECTION 1 SCALE: 3/8* - 1' -SECTION 22 WIME: 3/r - ,' HOMES ON LCL Samm: smRM PAPAL ew1Cu SSSLNI_A11MI I. LSE SA/f19Y STORM PANE. CAN KLOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN KMODR PANEL. (ANY PALL LOCATION M BETWEEN DID PANELS). LIFE SAFETY PANELS AMY OR MAY NOT BE INSTALLED AU10DO TO ECULAR PALLS (W/ OR W/o REO" TRAM.) 2. LIFE SAFETY PANf1 CONSISTS OF DAN' GALVANIZED STEEL STORM PANEL AS PER coMvolNfwr , RENT s a D1awN+D. THIS PANEL nSWm TO BE REMOVED ON INSTALLED FROM THE 14M OF STRICTURE. 3. UFE !ARTY RFD)UIRE6 TOP iRACN t0 BE COMPONENT ma wrroM TACK To B[ AS PISt fHQi 2 Di TM DMSRR�. W fL� COMPONENT '1 E INSTALLED WALL OR FLOOR MOUNTED FOLI.OM1Am SECTIONS 1 a 2 oN T1M , u WELL AS DETAILS 1 At 2 ON 91tEn 14. A Min. LENGTH FOR WYPOIILMmma 1r. Mm. ANCHOR SPACIIm F011 C0t1WS 1M®AN(3DRAGE AT BOTTOM IS MN ON SO[OLIS L! 2. SHEET 14. COMPONENT MAY E PERMANENT ON REAOVMLE. A SEE METALS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15, q yQ R SEE DOW 4 FOR DETAIL APPLICABLE TO THE WCESSRY FOR THE IWAlAT411 OF SPACERS AT TRACKS MSTALLED ADaAtOIT AND SEYOFD TO MCCO/WOOD BMW, PANEL(l) TO E DE OR MEMO= FROM A or EUVA (A[ ON SIM�NK SCALE 3/32'-1' Arl- GAP Zr. TOLE , N�iOMF I) SECTION B-B SCALE 3/32'-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING YAXIl1UM PANEL LENGTN 00 SCHEDULE MAWNw (aEE`9hMoIM) H mN"I I c=6 UM %raw +01q -73A 71-r Olt LESS 2 I/4• UIBOUEO t T1RN 9 a 7 +Wt.l -7ED >r-a• it e'-e' MN. : 3/4* UNSOLVED I TIM e a 7 +SSA, -710 SSW-r To 1+•-r Ma 3 1/3' • MA e IQ • 8XVED W 1/00-30W 11 M a IMM A CNOKAI IN 1001.9111111 O WAL m m ONLY no PAIES(1)a 0 swA mm As PER surnow T MW 7. a Maim 4 a al MINIMUM AJA. slimVAICOI PIC15= M O.) WOMAN NIMMNS IPMDM IN EL - a I/r ATUOai m Ef1M. / a MNm TAM INOAIN M14 t010M t' (tU C7 TA►-aN► tPLN-W /MONO[ Paw[ O PAAaIMWE PUS m CONDOM 19 CaRIG4IS[1[ 70 ONCKM To OOM11oEU1[ ro OWNER 10 m"mcam A Ow"m MAIOf AM ro ONICAM 10 aORNOR[ni[ r WA WA M/A e• It/A •• K4, •" &A 1 (TOP) r I' IVA N/A or r r , (ownam) +SS.l -71LO r w1% N/A tyA a' WA a• N/A r N/A , (TOP) r-0' M LEIS r M/A VA WA 1• N/A e" WA a• OVA 9 (Sam" r N/A VA WA a• ,VA r N/A ." WA 3 a 4 DO►) ON LEIS r a• IVA WA r r • w •' •' a aalTaw r WA WA WA r WA •' WA r VA 7 (TA) Ir 9' WA WA Ir N' e r a• r 4 a 7 (BORON) N/A N/A 1E t/r a ,/4' It I/r a 1/r a 1/r a 1/r 6 t/4• • Ile 9 (10►/90TO0 SS" SNSSIS 10 • I I FOR ANOMONS TM a SNOW FOR SMA ATDMI ND Moo F,FSS NaITMR INNNW now 9 91M AID NMNM ODE mma ARE mom ON TO WINORL FM CA. LEN Rw #am= M FOMIaE MO MMODR P.M* Or utmv M wom was ON mm " or 704 PWAMM PWMW FOR INS OPOWI011 ro K POSEL I== VACM 1 11 1RW11 IN" fMLL UDC IS 1"sS IINII 00410 VAO I NOWID FOR OWN AM M nK AT MINIONS LIGI M. ASSIII 7" 1 4.11- LW90. 1/44 O 07-M 1 K / 4'. INK MA-91 _ 1 K SaO-017 M1, MOM 10010 , 9 3 3 1 1/9 a ••w,.Di,.M •irMl IaJ 1 I 3 , «NnN «a $'B•1 0 a , IA 3 1/3 a 1A Nam rMpu woungm■R yr 3,T1 ITm 40 3• --- Im Im rm AS - 3, N"0°Dmr �°B1 La , e/r Low 9RASS amMO W/ �6aR st Nl e 4 +/r O.C. IPA . U�K IV 10 S. AID a 1/4' Ot imm UP la r-r MM. on Ih IO A m Few" D an rmdLbm • Ir a C. Tam 1 I/i OL THRUM 00=14 to "DIOR FOR AL Law" IV I 1 - I •r i i 1& , e/e• IONS 101010 MI114110 /410-30r " " e a 1/4. 0.O AM LENDING V TO r-a• AM e O.C. FM LOOM UP TO W- 1 HM. • ihm P1aaaMlE /MOIL D M PLYi • ,2 , a O. Wnl1 I SON OF COMM rNO PLR NO umalm up To IYUTLi: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TD +55.5. -72.0 PSF AND PANEL'S LENGTH UP TD e•-e' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PDX NO. 2. W/ SPECIM DENSITY OF 0.55 OR EQUAL. TOP A BOTTOM MOUN11N05 CAN BE COMBM IN ANY WAY TO SUIT ANY INSTALLATION. snito a (( c Tbt llU p) UI 1.1 ,1 � 11,• .- 1•, •Ill•. A LOCATION LOCATION AT IND ►NIEL. STIRS a EVEN 914A A o. C i0 H(1lD PNIF 1 1/4' 1 i -2-1- TE I N f3I I I INTERIOR PAtIEL END CONE. OQ B j--T-• SPOCINO :12 rae `r I'-3 Nn. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SMALL 3/1r - I• MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.SS.i.) AND CORBESPONDING MAXIMUM PANEL LENGTH PALM SCHEDULE CAPPL-'•�A °kr TO er_ww,�r t a 2 RIOIGIaFn FOI• �sr 911FITY fIORMI PANEL srataN DN WLEQ w- NA m A&S. nimu t TAPOow OF 11P•ON OILN-e1 FAMOUS row" D maNDE pmADOM AJ [ma / OF ram MOAN"10 FMIBL LDIWIH t• IIW TO Comem " 0 To CONCAM SLOW TOONICRO[ comemTOO! 10 To To O„�E SOCK 10I,'bwMlAyl 910CN e N/A N/A N/A e• N/A S' N/A r N/A 1 a 2 81-0. OR LESS 7• 1• r r r 9• r r 9' 1 (BOTTOM) +56.0 r N/A N/A N/A r N/A G' N/A S• N/A I Or 2 (TOP) 5'-0• TO 7'-6' 9' S• B• p' 9• ) ,/2' p• 9• B• B' + (BOTTOM) +a6.O -72.0 6 N/A N/A N/A r N/A p• N/A r N/A 1 a 2 (TOP) r-0" TO r-r f• 4• p, e, f• 6' 6' r e• e' I (BOTTOM) 1 "0. Aaul= I (qIa 6 a/W' La. IO1 10► O MIND Oa 1 aM a r Iw /NON LOP O MNI) SECTIONS Come" MAOIAIM PMQ� lf.I1QM t• (fl.) - 11LL1 +49.2 •-0.5 3' y ♦ 1 • 4 1 Y 2 (WTT°L) r-r OR In$ 452.8 -au 3• 3' 4• 4• 2 (BOTTOM) Y-r OR LESS +65.0 -72A 2 1/2- 2 1)2• 4• 3 1/Z• 2 (BOTTOM) 7•-e• OR LESS +55.0 -12.0 2 1/2• I 2 1/2• N/A N/A 2 (BOTTOM) 7'-B• TO e'-0• +SS.O -72A N/A N/A 3' 3• 2 (BOTTOM) r-s• TO twaw MA na,N na9SSMR IA« �10 am .•e•. -Ian rx 9 w OMMIO to a■F Is FOR mIODM INS a SMADRD FOR IIBfNLAT10lIB Kra lam MID s,ALma I11101610 MOM SAADant AM MIM M O0E 0611I06 AN 0100M Ea ON Ili at>aNAE. TOR LD, LEM IIOW 9DI000 OI so" " 1tO1DE ANCHOR lAOM or IRL11,0111 aMCMO 2MOWN am MIN aY TIE fOLLOSSS ACMW FOR 11a OMMANON 10 SS POSSIBLE. 0110110111) WOUND OVANO U9 MOM SMALL NO E U S MO M m VOCaN N010410 FOE. EAOI ANO ON TTK A ASOH l LSSSD. MSSISB 1NS 1/1•. Dome +µ9 O tAP•eN► 1/4% 1 1/r. OMay1 r AASSON 3W AVO a , 9 3 a +p •NRUNMN (•Q a a a 3 3 Nn'r"M ar Do 1 3 7 tr D IA atoll a IWSSa _._.._.__1._._ i - m - -LID - - -- - - ASS r-- (WX ONLY FOR PANELS AS PER WCIION6 I THIN 10. ON BMW$ 4. 5 a 0) NMeAM M04 M WNW IOU LO. - 3 1/3• « A 06 09SION PII[>eLAC MTI,q (p t.) TAPCON Lr TAP-W C/UI_w POWAM "w" D PAIOWIE PLUS SOLID SETT APPUOWI TO mr 9LCnm I a aw9NATDN or ntM MAW" PANEL L"Knt t' MJ ro tDNCAEIE TOTO d1AMUE ■mI TOmIDEtE mllMoc BIG= m CommQOILM1i TO lOM m mNOETE TO mom ROM TO OOMCAM TO Comm RACK TO COMMIE ro OWN" IIOM 6• N/A N/A N/A 6• N/A 6' N/A r N/A N/A N/A 1 (TOP) e• 41 N/A N/A 1• a. S. r N/A N/A I (OOROM) 6• N/A N/A N/A 6• N/A 1• N/A 1' N/A N/A N/A 2 (TOP) 1• N/A N/A N/A e• N/A 5' N/A 5" N/A N/A N/A 2 (BOTTOM) 6S.S. -72.0 e• N/A N/A N/A 6' N/A 6' N/A 1• N/A N/A N/A 3 a 4 (TOP) >r-S' TO W-r OR LESS 6' 4' N/A N/A 6' r r 6' 6' r N/A N/A 7 (BOTTOM) 6' N/A N/A N/A 6• N/A r N/A e• N/A N/A N/A 7 (TOP) 6• 4• N/A N/A 6• 6" 0' 6• 6• 6• N/A N/A 4 a 7 (BORON) N/A N/A 121/2- 0 1/4• 12 1/2' B 1/4• 0 1/4- 6 1/4- 6 1/1. 6 1/4' N/A N/A 5 (TOP/BOSOM) 00.0, -53.3 N/A N/A 12 1/2- 6 1/4, 12 1/2• 0 1/4- 6 1/4• 6 1/4• 6 1/4• 6 1/4• N/A N/A 6 (TOP/1OTTON) •-6• TO 11•-2' 56.0, -72.0 N/A R/A 6 1/4• N/A a 1/4• N/A a 1/4• 6 1/4• S 1/4• 1 6 1/4' N/A N/A 6 (TOP/901TOM) '-B" TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A S 1/4' 6 1/4• 4 1/4• 6 1/4• 1 6, 9. 10 (TOP) 4 -40.0 6• 4' N/A N/A N/A N/A N/A N/A 6' 0' 6 1/4- 0 1/4• a (BOTTOM) OR um e' A- 4' N/A N/A N/A N/A N/A N/A e' a• 6 1/4• 6 1/4' 9 (BOTTOM) OI l N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a 1/1' 0 1/1' 6 1/4• 10 (BOTTOM) >A 84M 10. 11 AND 12 ,OR MOON ne" a VACNO MR IWILLMOM PRO =0 FRAME VAN* MI M OM ANCHOR SPACINGS AM WPM" WK SWANCE ASS SABDATEO ON INN RCIMU. FOR Ea LW THAN 01000110 M SC COLA[ ERKE ANCHOR t9MORD R'/ W WLWO 000com WON ON 9N■LAC M I E POLL MN ►ACTOR. MR INS OOWION ro E PO W.E. RCOUCm WNICSM OWAM URN° rAC?O1 SHALL NOT E LEIS INw SSIMM SANDNO 010"M FOR [AC" ANCHOR TIK AT ANM M lOOa IeOeSS "PC WPM OF laP-OAP 1/44 1/K 1/4O am" ROIO-MT W, mom vat" 00 3 3 a,/3 3 4•�rpyp pw•nI � a 1 7 3 7 1 to N+NuI Oorr> Gy 0V , 3 1 ,/1 3 ,/a 4 3 1/9 Rahn am mum FA4TOR .M * - at - - m am 3• 1m ,m - IDS A3 - 31 INSTALLATION DETAILS FOR REGULAR PANELS(I &(�N� INTO EXISTING WOOD STRUCTURES -r- II - , l -T // PLUS / wit i i°4wTION TO o o HWErzi otn m \ i1 Fite i°r O.C..�/ 7 THREADED WOOD THREADIDDORM WOOD "LAM1 Eas1ING wooD MPM Dow 9R0 • , caw aw . �� CAW ENO • a I/r OL /� \ ."'• • 1/r OL I \ ! 2• , a t/r O.E. 2. WOOD HEADER WOOD NIAW mccupow -/MaL Itco1A1E0 T- "�^' I Mh FaQUICK"wRNam u Go sm aNRMAE « i SSW M I , MIm1 a 91m • FM 10 mR Iw, taM1AtDM ra m o-Ar m aLASS ro Sum __ ... .. .. Mft PANEL LENGTH .: _` _-. M. PAIEI LDI M .. - --. - 11.c NOTE 11 _%eU.- ' -�;-- -- -- (SEE MOTE t) I..�'b-aN1r se- ; 1 (ma WE t) tM/A411aMr ,L1y� t (a[E Mort T) Ce1 �i\ar etaw 4�nnWr oAeaAr �ivon NatMN 001, SON or v or t' OF t• MOf rr LIDS SSito • ✓�. • - • Il 1KTetAaW iM LiR a a Vr oe 11I, I -. _J t -• ...._-__- _L___-.-J L , f 4Y LAG SClElY6 i t i/r ac. W t 1/r a . Pgau _l'� ' !'1r-to PArKUTIa PLM E �oD_P � 1 K om - i 1 REQUIRED' e ,/f aC. W 1 7/e' ` `` ^ i ,I MDWaM OF PLATE �., �` j MID INDTH or • L'} 1, ""-, 4Y LAG 9OEYre III 0 STAMMMM/ 1.� TMIrAaD N ; AT PLAX HEIR NPLAM WALE 3/e-1• SOME 3/e-1• WANE 3/8-1• YOUOiM 1. D/STA"TIONS FOR ALTERIMTNES BW. 9W a 1001 ONLY VALID FOR IL(/ p0Tj BUILDINGS WITH "S.D. DESIGN LOADS UP TO +43.e. -4e.0 P•F.f. AND �.L PANEL'S LENGTH UP TO 12•-4• Y' ............. .....'' L FOR MEN' WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY Or 0.55 OR EQUAL • J FLOMM BIIRDINNC CODE III h voloaftyMLIFrk6no Zone McTr FOR INML m Oar TInMe•I N0. 41 : IT 20 TNaao W_ 20 BADE OALVAIIM STEEL STORM PANEL Dom w *:AN BE• a CCOOMBINED IN ANY S& BOTTOM MOUNTINGS Urr ANY Ay 1IL E� O ENO.GLOML PR0TEMN PRODUCTS. Ltc. ';ASS' INSTALLATION. o •• • L a(a y�,..� •MP..IS .. 314 A .. ••�, NMD"7:TIN1.'s "ur"'�R"arF� NDIc dayM-»Na nNu (w)LLF-Da 20-17M6. III L SSM/,IFIIMUAI[/MR OL-OOODIa - A•I A a41O MSS INSTALLATION DETAILS ;,,,�,,,'; FOR OPTION 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM t r W; ` �• I 00oil- L __ I Eo I i � a i I a III � 170 MONO ALTERNATIVE 1 ALTERNATIVE 2 maj0 /Da•� , 0c >a 6tl� t I row. 10 GLASS. I at Do L I, man A\ � I ALTERNATIVE 3 ALTERNATIVE 4 r•P i IA� I' l I,�/Lti W eMe.9 • r ne W/ 11/r 0. I I ,/1 L010 w1SS W/ , •s1Ma ss MJ • r OC M ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR LOCATIONS ir•-aa PANa3DR row" D Olt Pw"m Pwa • r oa • 1 1/Y NN. t1MGWO ODVAVM 10 ,MOOD WOMB PLATE , •AR+A 1MDO "a' aDIN NOR CLAN" MOUNTING INSTALLATION 11 p TQjr ALTERNATIVE t W ��j''" N so" 3/r - I- 67 MORIDA BURDINO CODE NI h Velocity NuMaane Zone * , aaMe n+aoo NC 20 OAK GALVANIM STEEL STORY ►AIEL DmffYmom I. RDML AK par ICI OULOet6a SWIM AMA. OtlDN LOAM IR m Q ST - "y'., fn +Btlu-1g77.OM PN AD Prw" 6 LDD,I to m r-r, o��!Y, aLo «6. P� �� PRooucTs. u.C. a„c an 2 FM Ia. TIOOD FORME OOMIWUC7RM WOW Mill■R TO K aOILIt" A Pe[ Na 2, t/ SPECIFIC Da111W OF 030 M EQUAL � � �/'/a/)•j/� ASSN WAIN ��GOA 0 «M Ma/mom-M 20-T76 PL K4,ft MTE/W" OA OOOP7IA. /.L M. • 00IWMa t ow 's M a L _ cu NCL N c- 0 O C co -0 n- •�••� V cX3 \ V 0 3 0 E LL 0 .w -0 � O O 0_ cu U e*aa c O o ��. a) "10v CD © 'tom,' o a I- �. e ED e.a e",t .- c "•• a .- .N 3 fl,• Y a •� � c i a3 0 0. .�- ,a a C: I-= m �. C C Lo 0 cn-�•-+ Q� O /CL 6 CDcz U O 1i ■ OAP ) cu W Q Z Z Q J d SHEET N0. SH 1.1 ..-...... ___.._._ ANCHORS (RE SECTIONS ON SHEETS 17. IS, 19 At 20) A7. 0/17. "IL MAY, 41/17. 0/11.1• wn 7w/19 a wyMK w �A 0 0 0 0 0 r r io M,l I10 _�. ll__i_.. L - _ L_L1..._ a T? 1 t •ti-a0:, ra I -T-- EL Ww" Tj- .1 _ i .. Nxl• 1 ( T i - i- - - -1 l -. r_. --, I _G-t-- 1 I �-----a�l ._�..Lry„elisra�_ --+•__ _�_.I-----,--�----1-� � -' 6• aN+7.Wn.W16 vrN%wurar• syu. a✓17. aV1• r wz 1- MIN.,SWNhb 7Ar/n a w/fD � w/+9, 7w/n a 99N/» '. (SEE SECTIONS ON SHELU 17, is. 1• a 20)----------- _. L OPTION #2 FOR LIFE SAFETY STORM PANELU) ELEVATION SCALE 3/14--1- W - w SECTION A -A SORE 3/1e•-t- IT ► . . _ . 1 • : • .I 1 , • 1 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.I.1J L (h•) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-B' 2 3/4' UNBOLTED • r O.C. 4'6 TNPCON • r OX. WOOFDDaTKIIfAOED \ HDIow A"L - -- \1f2�! • • C{YW f ! -G i r 1RPNYorN i t rr. OIOIIIO KA•9 ooqwm ' am, LLTDTM 10 V ;LEN ; (ITEE wait, 1 SROw7 ; PANEL LKI.OIN N NOR ,. SA f = --- -' it i Y . D/SY NMD MD I 12 O.C. ,- 7/I•• 3/3r IM mm (RYDtIm II w III . In' I i, UPON r I , .,3PCOM� 6RD)O.C. V .- 4'/ of I , S ' "•I MB�T TENT OF PLATE OF PLAT[ :.. ---------- 2•e4• AEDW000 PUTS AEDY t_--.,-�, _i4l• W000 PULE -7R0UtfD SCALE 3/•'-1• AL SCALE 3/r-1• EA p, T11 raw e�•'-•`GEN2 �:' • J 1. INSTALLATIONS ARE ONLY Wl D FOR NALLWIR WITH FAIL UP 70 .BSA, -710 PSI AND PAMM'S LDO1N ,P 10 r-r. OLSON LOADS �• 2. TOR HEN WOOD MAE WIOIMICnO k WOW LMOOM TO R SWrMM � FIE Ma 2. W/ VWFD WO OF 035 w QXML * :, e•. HEADER NIIAM -- I --I L m I ; 0 No. tooNNn, i• M. Oat T6 Wn mdo ' PANS LOGIN a me I , ' (SQ NOR i at3DAT 'L• MtR r so -Flom' MM 10 a/i i __ -. J< ...._ _ _. (SEE N01[ OUR) amallma- ow 1Q4) - YT f F PLAN ufa 1/4/4*#-) TIN M.S. W/ �t/MY-2W/t••.f. UT W/ 7/asivit 32• ND) NUT • u t/r oc I ,, ) WFOOR u 1„WHIw (RYONO) ', 14 ( t l IeNL 1HIB/OFD or PLATE • MOOR PLANT N' WODO PLATE WALE 3/6'-1do trIMMEL - SCALE 3/r.1• COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1") r---L691•---, t---_L--.r ---- ---- -----� Ir -� --... t/•'-.._-te.,9•• MAL (Err[cTIVE WIDTH}-- - --� I t 1 % - Doew NFL raw tALLU4IM FM 2. I TrP. AGIN A-M Eooe \ OMIT ee NO MN OCTAL J / L,gtAL . NI 0-00 Ohm L-1.3br 7 ® STORY PANEL PANa'S DID UP 11,\ *Ow AW P 130METRIC VIEW DETAIL A 2.000' ROUNDEDLONER • ENDS OF PANEL's i END LP w/ HEMMED EDOL 7.aor-- •JTam* 125' 1- 750•' 001) L 3• MI03. O a3"st3"fA) ALUM, ANOMIE O STOP BAR 11• LONG 9003-75 Hum. µLOP ) L.. __.2.y7O•.._.._ �� ®F&WRM rhr TREK - .780' .• .eia• I i 3.M- I ) a 5 S 1 4 1 6061-T6 ARAM. ALLAY -2.250• 2.244' tm• r zaoo• i © 2wW(bilax.) ALUM. AID= INSTAUATION DETAILS FOR OPTION #2 FOR UFE SAFEW STORM PANEL SYSTEM INTO EXI CONCREn OR CONCRETE BLOCK SMUCTURES �• -Er UPCOAma TA/ANCHORS TMOANCHORS TMCON AMC16 O.C. Ot. at. ON SLOOK 1� BUICK EE ��R' 1��► °II it� I [.b.• i i t i L0.• , J call woo.. tr�piq _cD €�r� 1 ,wwisa I 1 ' � 1 r ,h•G-r;• µ I r 1 N�.t►7t'V 7Aw . 1 , ESE_ 3/32• WIND MAN y • 3/3T' V ND TOSSER • 12 1/2-CA. , CCC&��A... �q y,mrmw) 1J.• TAPOON NICNOR6 y., _WV TMCON ANCHM - (arAO"DO w/ aw) WADOM w/ STUD) FROURM BtAC1f L.. WARNED rE 9LDac >ttALL �l AT a ATM WAULI ' MAWL WAS 3/r-1- uwr 3/r.t' Y am Is IF >e To ANRS7TPt • AlIMO TIER 1/4'. so= aMRO FOR II9RLIAllaO S00 WOOp W r ArRttL wear 3 w w tAmo ,INII O AAIJ1011 E $MCIT MID ,NINIAa aR OBOVIR ARE IIOrJIa ON - et -b W 3 w sclmu FOR ca Lag o %oM so N t10trDIAt RtPAC ANCIOII tam IN SON N f01a1AE ft 114fo 1-sw to A►1 alr •+t1•R W a ttgR Y RAORI SY W i010 WE OOR"tnw PIA THIS mm F SP R AumI IwIT = 1 1n. AM -_... t t - - M o v RPM ISIM OOaNW ISRA 11111 SII NR FE LNa two w.AN •F•CSO "a Pw GCI ANCHOR tYA[ Oo THIS Sa9ITIAK 0 r O.C. THMPM I wow 1 ' f ; I r /nwvom 'GE, ' 'L• I PANEL LDIGH a , (SCE FIOR I BELOW) i I 2 .Rd1L I , i� Ln•• • MD NLT REQUIRED 11M611O1 . e ,h D.C. 0.1 Pam_ r l AMOWUM OF SCALE 3/r.1' rD� 1. IOUMAA110NS ARE ONLY VALID FOR WAMM WITH A.S.D. DESIGN LOADS LP TO •65.5. -72.0 PWF AND MNEL•S LEMON UP TO 9'-S•. 2. FOR NEW WOOD TRAMS CONOTWXYM WOOD MEMBERS TO K SwNON PIE NO. 2. W/ SPECIFIC DENSITY OF OS5 OR EOLML r-- i `7/rNxi/iY a•ID NUT WASHER • 12 1K O.C. IL__ t/• Tpow Asemoas D.C. • 4 1/r D.C. _ AwDcoNcllEt[iLDal"�OcoNan�"E 'EeLoca ACQUIRED RBDURED WALL YQ4 iAL'AWN SCALE 3/6'-t' BcAur 3/r.1- B •• D.C. TWEADED WOOD G V MAR. PANEL LOOT" ( NOR I KROW) 7/6•. a 3/32• wllN NUT � i I I h . 3/32• WRO MR NET • (KYONO) fy�?riai�7.T'Ia 3• Ay%, 2/24 1'/24 ptLS 1101E a •DON 1' HSn tW111WtR ANFAIGM r sm. f•- (LIT ITOMRI[ w IAA, >r ,- MR. S iMt' " OD,a� 1/r aW'_'PMBI) 'F SNIDIw 11Mw TiNAOkCA pww aBDtw RNID3 I T-r �o wMEu c c0D PMBu Il IO1E i 3 • DON allll_ amA • taA • • I fa IDLEIT 1 _ ... - T112[jiAM31TH, J i _ MVY LDOIY� „MNLIDwtE Lm0'pPk)T10w '• w. RE ,L17R • SLIpW _'' f"a comum WHIMS, ME R lCI'SiM11IT aMOIl R000 SCIIOk a tNo, � M 011 AY wRIOE LaI �oor 3 LO-ON/ ON r/00.0 • nAND9 1r P TOOT PWEI� TO St IT/tIAILIM d EAC1� *-Dole L2 To R LI,i7AL1ED AY EACH r wnmmE At �DEO tY/ ES 24M 0S A HA , -Z R PWOIIOdD r// R�aM MIA1gM RGII HANDLE 10 /Mi11TAlE MTALLAII- I MIKIO[D 10 R /ISMIIID illeY E-Z &LURL� Ir MC TO IS rBM� New' EZ��P�F� wa a wNxftNL 1h• Ar Top 'le tMR. tw ,/4• N•,. aP V4• MM.. DAP RN ((2-®w-W60.0 1 SECTION A -A ASECTN)N B-B (,). 0[FWItON Dr sEfAFR ,DDT: E - 2 HWIO STEIN Pon SYSTEM CONSIUM Of PANEL fptl. TKRM.O TTOM M/T��PAANFLMATE PLUS ON 16- LONE (t). DE71M110N OF 4ERM1 gem; E - 2 ,AND 57ObA PANEL BOT MIEN CONSISTING OF PANEL (2). END PANELS 9ALL ALWAYS BE CONNCCTfp ro SO,L WALL BY MEANS OF CtNM. )RACKS OOP a BOTTOM. IDW4 (2). j,(D PAKL4 SMLL ALWAYS K CONNECTED 10 111011 A TACK OTHRWIK A STOP Wt PMEIANTE9 pF IF USED Y W/ 5 LONQ f2) S7PKK W p END PANELS @J SMLL K PROVIDED AT TOP OF SUCH PANELS, SMALL AL /M M t 4'•-''. M/. t 4�2Da3 4 LL T ° /32 a (J). F END PM1E7.li ARK T M101T0M STUCK, WMECTION WALL CONSIST OF DISCPoBEn ON l3l M.n (�(rROErT 1//4"N-29a3/a M.1, w 7 e 32 7WNG MT pl , 4Yety/4• MN. 1TNNB1CAEw rif0 YMKtl 1pT1OM 7TON OF FASYUEAS �r 1E AY ETHER Or TWO (3). rOR GEES MEN END PANELS ARE NOT UR JONJFLr w/ Tr I.pD ®AT EXTERIOR FLAT FUNKS OF END ►MILL m77DM OT EIO VIDEOS TO or CONNECRD ro F10TOM 711MJf' R STOP 1N (4). N CASE THAT END PANELS LIE NOT o0N OM TO BOTTOM TRACK �) riHALI K PROVIDED AT OOP N SUCH PMEL3. IS ONILY _ %NDIR PANEL II& PANELS _ (1.•. A SOP BRA (4)TRACK. FOR INSTAWIIONa WHEN UO PAt16i AND SOME OF MELMAT1 , ONE I TIRO DREARY TO BOTTOM SPEM OM TRACK MAY AOCGIR A7 SIP. IOGTONL O��S w USE) JOLTY / yMNO 10110MSHOWN ATTAOM EICVNTION Na7N W (5). SEE SECTION V. 3• a 4' ON SHEET ?,. SEE ANCHOR SCHEDULE ON SHEET L'. I EDO[P t ra TNs 1NTEwae vMla uBED Y ODES ,t�WN NOT NEED ro K COMIItL'Tm ro BY ANY MEALS. 7R/CIL !l1111IIIMMMMMM111IIIlllili IEEE WkSbN1ID ,t��'� J� 9UGH THAT ADJACENT PANELS LEFT a FIGHT T SDE OF PANEL) HAVE . THEIR OME RMf RETAINED BY �. Ila-V141APIA9 N E"yals] Zell A 4&,f-1131 IV, • • IT •. :� •: M RT,11 W•� 11' F-. - r---- T-T 1 ; 1 f i I 0 6•1/4. ox. Wwo NNT tWMrirtlt L-W ttNtC11ETlocumn KOd1 Yi(ASIL.maam IfffffAIMI VALE 3/61-1• • A t• 1H1tQT a IM TM NCIOAt TANK tIOY OMIT wpm wpmw W NMR%/OYtAl10M1 31N eOOD r MNIO1 eMaN W4 ! 3 LIMmA[ YOeI•. ,w O W= A •WCett! AND ,61HAM mR Ou ARE •OIDMTHA ON THIS •owPltsAttw �w W a A 31rt so ILSWeIai raW ca LOW THAN trITOdDe N 1 SOKIAK F D= AM%M OWNS N ,AATe41wIG SPACING SON OM R31alAE •at•y "r w W IYIIL Y NRNowMOTOR F THT Palma WOtwi Fan - aIwIS10N TO ISvanaL Nabisco_ _.__._ � 1T___._.__.. ,a _ _ wmo oI TRW PACION WILL MD/ R LIMIT I'm N SPACSIO INOIGIa F- rAOI MIRROR iMIT to tHf tDlalAt_-.-- 3 1( .--'-'---.•. '--"--' _ --- --- - -----" tm Im at - �1 gFi A W VAIIwN � f v i I Ir Fit Fv r Y! 7 � , I � t i � I r Is-1• swoulwTK Plus w/ A 3/3r WM MR lwalat I� pLVOND) .._... NKWlTC 'EaDCK REQUIRED WALIt_IIQI a f1A!!EL SCALE 3/1r.1' EiEI!]E6L IIDIEE� 11YJO E-2 SM110 EEGN11 lAAtd sYSEd 1. E-2 MARC STORM PANEL SHOWN ON THIS PRODUCT EVALLAT IN OOCIIMENT (P.E.O.) HAS KEN VERIFIED FOR COMKLV= N 0.1) MNWMLW EMBEDMENT OF TA/COM M1pgRS 00 PAN[IMATL r[MALE ID AT PANEEMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7M EDITION) OF THE HAREM BUILDING CODE. BLOCK SAIL K 1 1/4•. WIND LOAXIS SHALL SC SECTION 620 OF THE ABOVE MENTIONED CODE. &2) AO"W EMBEDMENT or K IS 7/6' Nf0 fAMCAEi[. iOOON OA A LYIIID 9P[EO REWNWK 9OWAD Y ,IAgaK b�ICRCN WHERETMK 1 ALLEqq MID EMBEDMENT INTO AN1'/•I1NBiN WTEAMI- SIWl PERMITItm. FOR A 09ECIIDNµ11Y FACTOR Kd.0.65. U8910 ASIDE 7-16 AND SHWi NOT C%CEW THE MWUMUM TAS.O.) 1/4' 0 -20 SS SOEWNK BOLL! USED VALL K LONG pOLON(7NIOUlD ANY FINISH MATERIAL DTI), TO D[SINI PREPRESSM RAYMN INDICATED ON SHEETS 23 a 26, ENGAGE 3/4• INTO ANCHORS. N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEMON WIND LOADS DETERMINED PER ABIDE 7-16 SHALL K FIRST REDUCED TO A.B.O. DESIGN WIND WADS BY MULIKY040 THEM BY 0.6 N ORDER TO BA) N CAVE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K TOM ON THE [NOTING WALL TO COMPARE THESE W/ MAX. OLS.D) KOM PRESSURE RATNRI INDICATED, ON SHUTS 25 a 26. ANCHORS SMLL K LORD 00" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 4400MK SMLL K AS MENTIONED N S.1) AND N 8.2). N DOER TO VERIFY THAT COMPONENTS AND ANCHOR$ ON THIS PLEA. AS TEST WERE NOT OVEN STRESSED. A 33X INCREASE N ALLOWABLE STRESS FOR WIND LOADB WAS NM USED N THEIR ANALYSS. FASTENERS SPACING TO WOW HAS BEEN DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SMALL.WE INSTALLED FOULOMr ALL OF THE RECOMMENDATIONS AND SPET7RGTONS OF THE ANCHOR'S STORM PANEL'S ADEWMLY FOR MAO AND A%TK= MWANCE HAS KEN VERIFIED N ACCORDANCE WITH SECTION INN OF MINUfACTURER THE ABOVE MENTIONED CODE AS PER FE/ESTM7ON TESTING LABORAIOIT•, INC. REPORT # 2032. AS PROTOCOLS TAS-201, 11. IT SHALL K THE RESPON,YRRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER TAS-202 AND OAS-203. �T� PROPER ANOIOIIAK. THIS SHUTTER DOLL ONLY BE ATTACHED TO CONCRETE. BLACK 2. THIS SYSTEM HAS KEN DCMM TO K INSTALLED ON THE OUTSIDE OF THE OPO" ACCESSNG THE OPEMO TIM THE FRAME SLIKAPKIS. INSIDE W/0 T1E USE OF A Lt0OR OR LIFT. THIS APPLICATON ITS YWD WHEN NSTAUAOON R INTENDED TO K PERIOR11E0 12. THE INSTALLATION CONTRACTOR S TO S[AL�GLRR ALL SHUTTER COMPONENT CODES wm*i ROAN N COMTIagUS FROM THE ASIDE OF STRUCTURE. CONTACT WITH THE BUSANC 10 PREVENT WND/RAN NERUSON. CAULK AND KK SHUTTER TACKS Ml AROUND FULL 3. SUMS 100E NSMLLAl10N IG APPLICABLE TO SCCU AND DOUBLE HUNG STYLE MM" WHEN INSTALLATION IS REQUIRED TO WE PERFORMED FROM THE 11310E 01 STRUCTURE13. STORM PANEL INSTALLATION SHILL COMPLY NTH SPECS INDICATEDOfTHIS DRAWING PLUS ANY BALIN ANO 20NN0 REAXKA'IONS PROVDED Br 711E JURBbICTOH METE PERMIT IS APPLIED TO, 4. SERIES P00D INSTALLATION IS APPLICABLE 70 SME AND DOABLE HUMID AND HORIZONTAL SLIDERS STYLE WPM" WHEN NSTALLAl1001 B ACQUIRED TO K PERFORMED FADE THE WSW OF STRUCTURE. 14. ATRRIM WINDOWS AND DOOMS, INC. K - 2 HAND STORM PANE. SYSTEM" a MOOR MOM S. ALL ALIA/NIN EXTRUSIONS TO BE 900-76 ALLOY AND TEMPER. (UNLESS OT11E wu NOTED) IS. (a) THIS PRODUCT EVKIM71ON DOCUMENT (P.E.D.) PREPARED BY TFIB C%MwEER B CENCIIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPOCFIC PRDIECT: I,•. WHOSE THE SITE CONDITIONS DLVMTE FROM M PLEA. 6. ALL ALUMNA SHEET METAL USED AT CLOSURES SMALL WANE 3105-1,114 ALLOY. (G) CONTRACTOR TO K RESPONSW FOR THE SELECTION. PLQC1A9[ AND NSTALUTION INCLUDING LIE SAFETY OF 7. ALL STEEL BEET METAL PANELS 04ALL HAVE STRUCTURAL DUALITY S7QL• AM A-653 ORATE 50 Mtn., CALVAH4ED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE TOM THE CONDITIONS DETAILED DN DESONITON W/Fy- 38.5 NO (AFTER ROLL ROLLED). THIS DOCUMENT. CONSTCTION SAFETY AT SITE THE CONTRACTOR'S RESPONSISIIDY. CONSTRUCTION S 6. ALL SCREWS TO K STAINLESS STEEL 304 OR 316 NSA SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (e) THIS PL70DNT EVALUATION DOCUMENT WILL K CONSIDERED INAID F MODELED. 50018 w/ QO IWI YEW STRFNDT• AND W IWI TENSILE STAENDTH •SWILL COMPLY W/ FLORIDA 9UWON9 CORE SECTION 2111A.3.4. (/) SITE SPECIFO PROJECTS SHALL K PREPARED BY A FLORIDA REGISTERED EWNEER OR ARCNT= WHICH WILL 9. BOLTS TO K ASTMI A-307 OALVAKUM STEEL OR AS 304 SERIES STAMM STEEL WITH 36 kad MINIMUM YIELD STIENON. BECOME THE ENGINEER OF E.O.R.) FOR THE PREAST AND IMBED WILL K RESPONSIBLE FOR 11E PROPER USE OF THE P.E.D. Emap4m OF 10. ANCEIORS ro WALL SHALL K As FOLLOWS: HO $ TO ACING A4 A DELEGATED OIONRR ro THE P.E.D. DIIMEER, tiNHAI1 SUBMT ro THIS LATTER M WE 9PEOpIC ONVRINOS FOR REVIEW. R-L ��. W (4) THIS P.EA. 96L.L SCAR THE DATE AND ORIGINAL SEAL AND MMTUE Or THE PROFESSIONAL OOIER Or - 1/4'0 TAKOM ANCHORS AS MMMXACTURED BY LT.W. MURDER. INC. (MIL ra3192 PAL) RECORD THAT Pft0l#= T. - 1/1' / IT 7/9• CALK-N ANCHORS, AS MANUFACTIRED BY pEWAIT INC. (UN. rc-3000 P.N-L) - 014-10 PALMATE FENIALE ID a PANEUAWM TE PLUS ANCHORS. AS FACTUENU D BY ELCO CARSTCTON PRODUCTS. I6. STORM PO4EL MAIN FACT RM LAID, SHALL K LOCATED ON A READILY MISSILE CAT LE LOCATION AT STORM PANEL INNE (rN-3360 1) ACCORDANCE WITH SECTION 1709.1.3 OF FLORIDA SCALDING CODE. ONE LIBEL SHALL K PLACED FOR EVERY OPENING, P l41DM0 TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BWLOM CODE. Al) MM" EM MWW LF TAPCON MOM INTO POURED CONCRETE SHALL K 1 3/4- AND 2' FOR PANELUATE FEMALE 10 AT PANELMATE PLUS. A2) MINIMUM OMKOMMf OF 1/4•01 X 7/8• CALL-N AN04M SIALL K IS 7/r INTO COIOtM. NO DABEDM[NIT RITE ANY FLASH NOOK SHM.L K PERMITTED. 1/4- •-20 SS SIOLWALX BOLTS USED SHALL K LONG EMOUNI(SHOULD ANY FINISH MATERIAL Mn TO ENGAGE 3/4- tITO ANCI10R5. A3) FL CASE THAT PRECAST SHONE PIIECAST H TO RTC PANELS. IN SHIERS K FOUND ON NNE N EMS. A WALL G FLOOR. AEGJIORS SMALL K LORD ENOUGH, ro REACH THE PAIN 9TIICi1ME REMIND SUCH PANELS. ANCHORAGE Sww. 1 r 'iL: - •uGEN�.•-.� K AS MENIBED N At) AM N A.2)- .441 (a) TO am" WNCIILW H - 1/4' / TMCp/ ANCHORS A5 MWNIFACTURED BY tT.W. BUAOOL INC. PLORIDA BUILDIiIG CODE I* h Yalae IIM,Y1601q - 1/4• I % 7/r CAUL-N ANCHORS. AS M NNAACAM BY OLYALT INC. (rm.1500 P•••i.) NLa61R1L06. wD. TO UK MVAMZED STEEL STGBY ►AIKL ' - #14-10 PANEUATE rEWHE 10 AND PANELMATE PLUS ANCHORS, AS MMNAFACTURED BY ELCO CONSTRUCTION • wN PRODUCTS (rIn-2071 P.LL) ., .. ow loam" o m" W,3 ow 3aN FIG INSTALLATION ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK AiI�NOIIIIOF N1 1 �Nl•4 �3 � \. �`�� F OAR se� +WAw � \ � wm ATRIA Lit �N!7"\*, �\"A , v � a g I I aFIR slM. m 1 a 4.1a 1 17L 1 1 tl I I + I I r r i i T V. 1 R it 8 WALK 3/9-1- 3o, a(�A/Ypy. E d a[ 3ReLWCOt01R IaRoloo • R M (O d +M A T .QA M w IAr MUD Ra6W�'Id two ®BURR ON CA tFLK. I/b w a 011,11111111 ommm aIt KE ONBSIIM N ANT' w TD SIT MW tBIt1dOM Ea . -WANTS sDlm-3 a war tie N N o .� Q c o 0 � a� = C1 U- _0 E cu "n s -0cu 4 c c p cu W C2 s O fO�N •O m X. L.L C C1 tO b I- -p N t O N -0• O Y -mod- a. = m E C aj O �. D.,d Ja Na C E �o d LA w W cu cn CL < U O W cn cu LU = Q z Z Q J SHEET NO. S H 1, 2 .,;Is-r 1 . I ., 7•.r11. .i�l.c ppIWYtI6YIRI Af.D. Mr. .CNN. R, `--jb m M71N6 EXIT[ +e6.0. -7L3 70, OR LESS 2 9/ir SWIM • 1, r. X. 111. 2\4 A 3'W +000. -70.3 7a' oR LESS BOLTED • 4' 111 4'W / 'W-19r3/�F Pam- A WRIOMI A P9RN 4l 4oA W FNa L"A"" 4174 w„X 2• .r-1 1 .1 •WI •;1>tl -.h. A8.. 11ATRAN AIC1M 01001109 FOR E a . 3 7/r A/ kr-w 10 ANYBONG I aN M OF I M %XMU PAn PRESSURE RATING LI. 7AP'tl011M OLX•44 /ArnAM[ NCIN2 O ►AIOWl6 PYn W 10 IpItIE To CBNpItR WM COK.Nt1E 70 CONQDE SLACK 66.0, -75J 12• N/A 12, N/A 12• -JugL-- N/A 12' N/A t' A r (TOP) 70' OR LESS 11' J•• 10' 3• 5• <' 61 4' 1• ROTTOM) 12' J• 12' b' r8• 6' 6' BORON i ) ++ N/A N/A N/A N/A N/A N/A 12 1/2' 11• 2' (BOTTOM) 7' N/A 6 1/2• N/A 4 1/2' N/A 4 1/2• N/A 3• (TOP) lr N/A 12' N/A 0 1/2' N/A 9 1/2- N/A Y (BORON) 12• N/A 12• N/A 12' N/A 12' N/A 4- 110P) 12• 6• tr 9 1/2• 12• 111 12' I1• 4' (BOTTOM) • LIMITED TO Sao p.AE. AS& DESIGN PfASSM RATING. ►Sa am x FOR ANCORS ,YR A SRCM IN pa1A "nm Pro •000 NAME $L ANa HDIYIN /NCIg111RAQM0{ AO MMIIW TSR IIWWIC6 NI[ WOGAT[D ON THIS; SCR91A2. F011 Ea LCs 11AN 010" W ON SOMMAL IEpXL NIp,pR IMOpN 9Y WL?ftvm 01MCN0 ROYAL ON $am" t/ WE FOLLOWING 0910119. FOR INS OP&MJXPI 10 ME POMC RIDI90 SMCRa ONA/IFD LINO FACIOM SHMA "Of K In& TNW YNMM SMCW9 OMCPRO FOR OUCH ANCHOR TIC A AIRPORTint/49 / 4i t/411 1/411; OtIX•II 0/01111 ma, A moot BAWAW ON 3 s ] ! 1/2 Nlrr"rw Iw.M ON 'A'3 61rYF 6Rr ow 3 3 3 3 3 3 t/3 3 1/$ 4 ALNR V Now 11r 2• ,m - tm m t PADIm I I + WALKXS III.. OBTARM wrwit BOTTOM OF MARL 1 1/2, NO (Z) TO K 1/2' „R_ I I ++ MAURO MFx. OWMU BETWEEN BOTTOM K PANEL AaD m TO BE: 3/16• we.. COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2"1') _.._..-_...__ _-------- _. _...,_.__.Ib.12S• (TOTAL WO" ,---- yter-- - --123W (0-1Nf WIDTH) --------.._. _-.. I •-•.163' 4Y-2p3/4• I-- JIG* � �"L/b. HEARD NVEIm _.__..01/4'(T+J------__..'i ! 1.2D0' .,0�07'- - .12b, ,_. F..,� AONO,I406 If I-1 sao• - -, , 3�0 % +; SW 70° to* (NAY eE WAV901) TRACK ANGLE 1 f.. 1 .260 A I ) .OM'. I � '�• I .bdb• L'L DAW NIL TIM 6 h „ 3.355' i 1.671• , IDLE �AMM *0R3 TYP. I �0,2 I .064' I 4�, 1.0 6• ---BEdL A GRACE 10--60 DAL' LY. 4Q C I x.1xb• L---- 0!S'-� (•-1300•--•G .136 HH�/�A�HpA�A O���W�LW��------------------ - L---I -.iTV .J ,(,,,) 1.350• O STORs..6e3M _).360•_ WAAL A� /______ . __ yow---_-I 'l PANGS SMALL BE OXTAM AWNS--2-M-r---.� At 4o A LEFT SIDE 10 "MIT a wRa 2O "N" HEADER O3 "F" TRACK �4 ANGLE MIITFI STUD )� iAV/R� GALVOw oftSTEII. RIW1 S' DMA tIP )•��., 1-"- _.... - .37b' l o.os• ) � C - I0.s2e j 0.375 0.250Y r 2.591•---1 RWNOED CORNER ENDS DETAIL 4. _. l RIR7IY OR -- ISIBISi .ti1'r .95 �> 1 END UP W/ HEMMED EDOG r • Mr..�• 1-�. ezb'� Ri12�b�•/r�/� f I 2.370'-- (N.T.8) 3fS•'"��1 /6tA�q(-A 2s1w pbK or PANEL 3' .072' I 21' tow )'7` • O o�S-HI� ALWASLOY ©KEY HOLE AT PANEL - .7bo ,. 7!0' F -1 fj- got.St Y r SES /KART M TOR NIODIIIOrIAL .- .i • LNTX"DO r SLAW WIDTH a 1 r, rn, O SLEEVE 2 1/B" I__ (.ter- tzs L_ WCaGoO""D9TRUCIV FOR mwE4uAr4n ' l I -I 125• 2.OtID A eaC` MAX, LENGTH ---2.b46'-----i t..11e• 1 ,.050.0 (m'J+ t.", (27 REV. AH" HEADER V "RUA HEADER ��// _ -- • ( ) 1 ICU. ro 5- Max: ----+I ®g A,LRAIX 1Q PAIIEL wAIIGER MN6Hq 3.tXw• - N` "I •�TcR A. T�/l ( �1 E i wwc wIWL �.�--, r._..__. _, L__ Lou' CEN •. USE ONLY FOR J11' .Ebb .470• .275• LUIS-T_ NON. C T SYSTEM) 6063-Tb ALUM. ALLOY 1.6i1• ) -__ _J } T _ N0. 44167 FLORIDA BIRLWNO CODE NoN NI YNea(t NMrrkom Zonal) ow tSOI t2S• ib tb• ("� �® THIN r sTATE of �•®a s7om rc 24 CAGE ON.VAMZID STEEL STORY PANEL xE SECTIONS iwN °'' F 9E : MIL ECO Inc. GLOBAL PROTECTION PRODUCTS. iJC. 04mRWc"' Ka aw A. r 3W 1F�. at�W w ma ti 3364 20-175 .M G,01.1•+R - Ar ,PIA m-+w P„G,•: M4)RN-sHR, Na: (w)mt-e n ® BUILD -OUT AT ©4 BUILD -OUT AF" TRACK ©t ®(lam SR�MfINONLR PE a NNo4sV ION ; "` ""•ft (SFF9LONFDLRF ORS` SHEETS 9 THROLON CONCIEI[ R[gUR1iSj ALTIMATE CONCRETE (SSdIlD1Af ON SHEETS 9 THROUGH 10) I-LTUMTE LEG IyW. tpc � an V...ao.l• La NL ■/ an tt +K ac CONCRETE ANCORS (SEE SHIMITSSOIL . GNU„ AD ` ` SCH o `k E A w ro oIASS 1 1 Y-2lat• ! � tI (BEE 9CNEDtN.E ON 1 Obi) SHEET 3)F � r- 7H , SPACE PANEL LENGTH _ ---:-_ OHIEET S_,._ - �Ti,l AAI�WNN�WR RWa NWa s-P) l• I A ----- . 0Q a NIFa NaRR aWl Y.O•) - (SEE9O1Ed1LE SLEET S) TS111r,._1 1 ' HEWN ----------ON - PANEL LENGTH 1 (SEE SHEETS) SEPAwk RATION TO GLASS. I ; 1 -� OEEIJaS �l BEE SC to= ON SHEET ]) SDX "V it 1 1 OF I OF 1' MAX. I ISPACER LAX, t2NGTN I i 1 - - , 1p• 1 MAX I 1 ...,._ . _. __ LTA-2A110 6aT! OF WALL OR SUB CONCRETE ANCHOW.. (SEE SOWDULE ON SHEETS 9 THROUGH 10) WAVO 11/4' LaEX1111104; CONCRETE ANCHOPS (SEE 3060" ON BHlfIS 9 THOUGH f0} L{ g) 2 1/e' "*a M" ALUBOAN �/ SPACERS • O.0 in" FOR REQUIRED1 /4 ,� t. CONDITION \\ FIGURED CONCRETEALl 0 AN0 PANEL CONCRETE ANIONOR9J I CONCRETE am AfOUIRED. CXatOG POUEO CONCRETE IBGTH4 ,'EA 91HEEF 3. r' - \4\\ cm i. 1• MAILLONG ALUMINUM SPACERS O 12 1/2. CIE. MCI TABLE 01 ON G iNR000MOU f0)----Ea-� SHEETS 0 A ,0JWALL CEILING &a E" MWNTING SGIE ]/6•.t• _ SCALE J 7 MOUNTING /MBM MQHNI W/SPACERS (2) OR 2X•µZ J/B.,O• ED. -EDGE MIYIF FOR ALAI M OF F'CTIONS (OIaTAI10E SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAIN BE SHEETS 9 k 10) COMSMED IN ANY WAY TO SUIT ANY INSTALLATION. W. 44167 •T 0D: NWMBe n10ML W. IL EC O 24 GAGE OALVAWZED STEEL STORY PANEL oL�'Wn PRODUCTS. PRODUBCTS. LLC. O(MT•E)wC-K76a "2Q�"W-a/1c"7'50 1FS:L:O•R••{••►6.*� +roNLm N s3,1 FApa)IEDw.w",Wtii A"TATE INSTALLATION DETAILS FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL 0) INTO EXISTING WOOD STRUCTURES 1/4'/ W SCKYa • r O.C- W/ 2011LW9 • R- oc. W/ 1 1//x2 Yl.. 1MEA0m PQ!lRAIWN TO EXOIIIO HOOD IrA10111. I• /" r wow THREADED /EK7MlXN I,/' NEKM MT OR ON EDGE WOOD W-00o. % ♦ CALL 0 14.4' SAIL _ G. IND of / urk"no'or It, i 4'. LAC SRM O 6.04. W/ 1 4'►-2y�/A' } y'- /32' 1/p Mn. T PatotD ppatMHPN 10 Ew9tYq W000 H[AOLA. oETAI 1/24 A NNE. to Wo�'O,o7/e'WMqy Y MOit".) ---- Of VARY pANCT MM ® 1 It' E. DO or 0 QA 1 1 V (d .T T- (w DEAR /jp4 • uN01i..M. 1.OW� " 2 0//e• YA. I o r-20A7/4 t - 10 OVAL1 �/a6 W/ . 70 CIASS. , W/7/ W "MSIF EVERY oLF M L4W 0113111AP H �7r _ T_.... _.__-YG_�. Ei -7CF- 4• •AMR 1 1 +pANl11M1E ttPLU6 W/ Al 7 4- NOIL IA BELOW) 7/6' 1M. TIOEAO[b ISME7RATXM1• ,2 1%2' O.G. 1/ LAO KNM 0 r O.C. w • Ix HA[ AT SBMS loon CI 2 1./-10 PNADMATE PIUB I C IA (2I YM• MT Olt OK O • 7 I) W. Foamy" • 12low a00D0R 0 R ON VICE "w ALTECAAM/T . 41 �S AM �w TO I. WSTAµAIONS ARC ONLY WLLO FOR SUMDIN6S WIN ISO. LARDS UP TO +66.0. -75.3 M AM PANEL'S IDIOM LIP TO 5'-,O . 2. FOR NEW WOOD &W CON57RICT4N: woaa MEAOERS 10 K SOUTHERN PIED NA. 2. W/ sFEt3Fx DEK9lIr OF 0.55 OR EQUAL (I 8 J33 L,INlalnl 1R %A1 TV �.`E,P A. T1(1il •' lf PIS Te �f No' 4 Ily ,ow NG�e 2000 E+STNLArcn TALE aN¢T 27 STA OF TOP HEADEII 11Q1L.DRE1B61pYB2GE1 d >�;_.ALTERMATIVIE S/�N• ��� 1tP A BOTTOM MOUNDIMS CAN K COLORED IN ANY WAY/AhAH W10 SUn ANY RSWLAITION. mwe ve . I• AAN-- NOR ' "MIEN TRACe NOT BMW. FOAL CLAIXT ►t d 1/N'I LA9 SCRFwD • 6' O.C. M/ 70 11 WOW ,IDAOER. IC..L W6R M. ♦ DwA. e,a,• axA ,�- • EA ENO OF (SOIL Data. T/24 • KONMEp 2 7n•TO I I SCIE21�9p,3p/ / a �/ y �aAa 17f W/4• A 2 0/Ir TUX.. >/6'N13/yA/a•'�' NUTaA 2• 3ow" to CURB. rA M �M - - ..- ---] Y '7P-iy:}/AA M9. /6YMM.. i M _ GNII i G 17' OC.�.- u' w,.)-, , ( r � ql�,;, J •,ice I 1/Y- /4• Ms. W/ 1. TGAnIBKKW CQ _MJT NO1GT[ to OtLO,h /� jjB�yBj�11��_�' Ii11M NOR TA S[LO0 / / 0 ' /HUT M iY aew/ 7/6''h3/SF• I/4Y IAa scam • Y// G/4Y N9 6ORXS • 6" I 1/2' IWn. INWOOD) FORi�ATION IAv (2) 2•N•_, �,/2' w 11IwAGm PENERA7IC/ 2•.4• W000 opt oN � YOWON Of FUME PUN[ Kato" FLAT 11MALTER 3.'W INSTALLATION E. 1/4-- 4'1N scL.E 1/4 15 FLORIDA 0111LDING CODE (High Velocity NurTiearm ZonO 01410 R7BLn W. 20 GAGE GALVANIZED STEEL STORY PANEL rA. aAH W. IINc. GLOBAL PROTECTION PRODUCTS. LLC. mpr/3as Dao -AFTSW w Wr A`- rt.I. ,OLIO it+•,NI N. , pNW"R "i. 20-17a RWNL "GIA1P 776 11 SORIFIRRA' 14CM)w-FED A7,AM/W„ OA-00067,I A M_ ►L ORNNY Nw A .w.N 11••tl _ WREN » a a 1/4, 3/4. 4/3. 5/5 t 6/5 BJIA S_„N= UNFELT � LMM R1 A N IfUL: ONLY FOR _ Y AR STOpu �4 ) W/a. 2W/6, 3W/7 t 4W/7 42 INST 1 L ATM INTO POURED CYONCRETE, CONCRETE 11MCK t M(OOD 3 MAX AA�+cH EKE 10+muu oN 3• MAX �t� 1• MIN. �.__- ."-.- SNEERS 0. 10 tl1)-.__.._._..._ _.._..._..._....__. _______ 1 MK SIN I FF WALMns (T M �ArrRH ISM PAYEL;,(� REESRAYiO 1T E'!r'11. O O O 6 - AT TOP OR ammSE now ix TRAra(s (SOLED Q A �21ZH D.M..O Q�• 1BIT)i TILCKS (jLt'i�e dR[CT MC11YT[O AT EACH EIm01 rT-I'--1-r r'I--I-r-r-T'�-f"-rT -r T'-G--T-f �r�-i-r-rr MAXIMUM PANEL LENGTH "L+" OR "L-" IAIORM A.S.D. PRESS OWN RATNG 40- 0 (+ r -) COOKIE A VIDOD NEAJAT NS 1 4, 2Ao W-0• t l'-6' Sao r1`-0' Io'-9' .A0 101-10• 10•-0` too 10'-1' 9•-4` 4A0 R-0" r-0• Sao P.-I. f-4' A9-o Rao r-J• r-7• -- Tao r-e• r-0• GAO r-s• 0'-70• no r-:• r-r Re.o r-o` r-5• Rao a,-9• 81-2- Aso 10" r-r r-rl• 109.0 IraO - 2'-7• rreD - s•-e• 111.E S'-S` MAXIMUM PANEL LENGTH 'L+" OR "L-" ((f.) 0 MAXIMUM RSA. BUSH PRESSURE M104 (►.W.0 (+ r -) CONCRETE A WOOD INBTALU1IO1a t aeo ,4'-4' 13•-0' 2S0 12'-1e1 3a0 ll'-r rr-r J30 W-to* e'-!• 4110 e'-S• e1-2• 4A0 e•-I• r-Y eo a SAO e•-3• rd• Sao �11• r-e• a" r s r-e• 70.0 1..,. r-n• 7so ra• e'-e• e0.0 71-0• e•-a• 00 7-0• a -3 Rao r-R• e'-r rso S•-r Ia-ro roao e••,Y s'-r tomo 0=3' s'-4• 110.0 I ISO - 4'-10• MINIMUM SEPAR4TION ro OARS SCHEDULE MAXIMUM,N PANELan) wWD SPEED < 170 ft" WIND SPUD 1,170 mp.h EE UN RESTRAED RES(RNNEO UNRESM TRAM RFS W*M 30 OR LEIS 1• 1• a' • 1/4• >33 TO 90 ,• 1• 7 1/2• 7 l/r >90 TO 146 1' t' 7 1/2• 7 t/r ),VA 101 1' 1' - 7 1/r r._♦ w.4A�u .Aw..r.0vuA4 wnun.InAUA wow ANCHORS l �( SCHEDULE ON , % SHEET 11) / 1 r-© NOGG ANCHORS 1/4- SHEET I1E Wx. 2 WOOD W J MW ` - 1 I REOUIREC I s M 1 EP110P1 SA I 'L' VAX. TO atm. I FANS. LENGTH EE SCHEDULE 1 (ALE SCHEDULE IN SHEET 3) i ON SKEET J) VA..BN7S_ 1 /�sloH n fr IWIIAwn 1 4.. l F PLATE REOUINLi!' )OD AAH210RS 5TAown w/ 67uo • 1 (SEE S'Cimu ON ., I • i SMM 11) t I t 1 I WALL MOU kmu SCALE 3/B.1• ®'Uor®I I I/ ! 77-,� BOUND PANEL$ W/ 1 w-20.t' $.S. HAS. BOLT Wf • EA OVERLAP (SEEI SECTIONS AS I 1 1 I i T I i B: D.M.•O3 , ® Of SECIFRM AS i MAX_ 3� l' "r , 4/4 1 /4. 3/4 4/55 5 t 6/5 i 1 W/a 2W/a 3W/77 t 4W/7 ••.-ANGHM (SEE SCHEDULE ON SHEENS 9. I0 All)•._..,..__.._.....__.-J REGULAR STORM PANEL C17 ELEVATION yBEY N.T.S. 1/4•�AfAI. Fi►P (MM. O4a1AP .1 ow WJZV) SECTION A -A `'J Nis. D(1) L+: AANMIIM A.LOWAU FWWL LOOM ro„ A UNION p Aft, A IWaAP. MP1U. R-: MAL ALLOWABLE PARE IHNGN FOR A OALN IEOATRK ALSO. tlHIDI1 LORD. (2) PMMM TO WW A" MAXIMUM PANEL U=ft BANK A POORE ASA DOM LOAD, DETERMINE 1AWIRN /ANn 1901TH t+' FROM SON OMEN A NCBAIIHE ASD. OESIwI 1%. %TEWNC MNRUTA AMNn 1214TH 1 • FROM Bo FINAL MAtOMIM ALLOW/BlE IMIEL 121gAI a EOIIAL To M MY■W BE7GBwRD MARL L KIWid 1+• AND (3) SEE SCHEDULE BELOW FOR MR. PANEL LENGTH FOR POfMlV QUALIFICATION. t MPOAA M INTO WOOD ARE LIE® 70 + 95 pl. MAIL A3A MO PRESSURE RATING 9. 10 A 11 FOR MAX. A". DOOR LOADS A WX. PAR& UM*" I= S�. SPACG a IMBED. •l FLORIDA wlU ' °'PAS '4w.h 44187 TEOF ORIDT` •. �4(, .y� At C 00°6I'L'a0 IL. ECO1No. 24 GAGE GALVANIZED STEEL STORY PANEL �;',M GLOBAL PROTECTOM PRODUCTS. LLC. �n 3n AINpW. (W)MWPOW nIC pOH)WII 47q poft AIRRa.W.0 r ww NaaW poll=aM � 0 -m ILTa CA -matt 1-4 .. ", 20-175 WMN19 lx Ww " + wpr 3 s u ..0 1 1 4Th3/ 1IOIn I 4• D.C. ON $NW HULL....-_-.-_._..___7 P44M LENGTH _ 1 (SM SPCKWLE SPACEEET R 6 �,r[_.;,. ON SH167 I Ea 1 1 I 1 r 1 MAIL LONG ALUMINUM BPAERS • 12 1/2' I V D.C. (SEE TABLE /1 ON NM, 11.) t• MAX. II, { I I, SEE NOTE r BELOW FOR LIMITATIONS FOR ; 1 1/2 LOG SLEEVES. PANEL 1 (SEE BMW 3) 01 { '...,_PANEL MAR Ft3tAf 10 Olt PANE. WEE ' I I PLUS (SEE SO4EPULE ON SHEET 11) MIA. SiPAUIIION I I U -TO GLASS. i PUQE ..(E TIONEGILLE REQUIRED 1 i ON i I DIRECT uffi t wj SPACER ER ALTNATIVE ZED' SCALE 3/B.1• :. 0 12 1/2. O.C. SEE rA&,E /1 ON SHEET 11 FOR MAX. PANEL LfN0IN8 A DESIGN FOR THIS NSTALLATIM. f0 MAX. .0 LOADS 0, ...... ---- *M= 1• NFL 1bMM010M To OLM OBIDWOD MRp1a0LRp(�R3�MW BE KCIDm /0 1 4' M ODrABD WNILIUILOI010 II[ (') w" on Dow swim O +80. -R pares'. RE (O RNPAIM BMW Pam L M N A (3) 0101E 'AR D"�06RLO 11000 I4Y[ XWL iB66-6L 1 I II + I{ 1 } WOOD ANCHORS STAOKIED W/ sm SCHEDULE ON ( i , 4, $x K4 WOOD __.L. L� i- -RATE BEAK)IRED SCALE 3/5.1• �ns(6i]EPAL NOTES .R• OMR�Y • -T nIMIn ROBMt 6IAHLnAie (C) Xl =�' aWAAN. a . O.LA LIIN.1: 1ANCHCR% 1. 510RM PANEL SHOWN TURN YENS PROOLICT 6VAL.LNTNON OOCIUNENT (PLED.) HAS tEDN VERNED TOIL COIRSIANCE N ACCORaWCE - 1/4 T6 APCIX•1 AS MANUFACTURED OY I,i.W. WILOEX, MC t1TN 711E 20Z0 (7th FDIIION) Tk' THE FLORIDA BIrN.ONG CODE. TARS STORK PANEL WALL NOT BE INSTALLED AT HICI - j14-10 INWEMMIE F17►ALE ID AND PANEUNIE PLUS ANCNOILS. AS AANUFAICTURED 8Y ELCO CONSTRUCTION PRODUCTS. Ataxic" NPAW'ANE ZONES (MWA-DAM / BIWIMRO Coull 5). - I/4.0 LAG SCREWS PER N.D.S. DESIGN MO LONGS SMALL BE DETERNNED AS PER SECTION IWO OF THE AM MENTIONED CODE, FOR A 61154C WNW - 7/1" It 5/0' WOW MASHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO. SPEED AS REQUIRED BY M JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. ANO FOR A OIRECTIDNAUTY FACTOR KD.0.03• USING AM 7-16 AND WALL NO EXCEED THE MAXIMUM (ISO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THR[AMD PENETRATION INTO WOOD OF TAPCON ANCHOR$ SHALL K 1 1/I' AND 2' TOIL ELCO PANEIANTE PLUS 3. 0 TARN 12 A 17. 1B AND PAWL14AUE FEMALE 10. IN ORDER TO t£RIM THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DE OMMO PER ASCE 7-10 StAl K FIRST TO AS.D. DES" PRESSURE RATING M MULTIPLYW1CM HE O 7,BY CA IN ORDER TO COMPARE THESE W/ MAX. (AS.D.) C.2) MINIMUM THREADED PENETRATION OF LAO SCREW. KID THE WOOD FRAME UNIT SEAL K 1 1/2-. NO THEAOED OEMN PRESSURE RATINGS LIWKATED ON SHEETS 3. 9 rHRU 12 A 17, 18. PENETRATION INTO SNCOO SMALL BE CONSIDERED AS PANT O' THE RXG%WtED THREADED PENETRATION, W ORDER TO VERIFY THAT ANCHORS ON THIS P.C.D. AS TESTED WERE NOT OVEN STRESSED. A 33% INCREASE W ALLOWABLE STRESS FOR WINO LOADS Ip6 tl0L USED N MR NALYSa. FASTENERS 9PAlOI10 TO WOOD HAS BWI DEIUULNED N C.3) MIHIMIN EOCE DISTANCE K MAC 9CK'WS. INTO W0o0 SNALI K K NOICATED W THIS ORAWINO ACCORDANCE WITH MD.& 2016. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VENIFIED IN ACCORDANCE WITH SECTION 1009MINIMUM.1.2 OF C.4) MINIMUM PENETRATION OF MOO BUSHING SMALL BE 5/8', 1/4' 0-20 SCREWS USED SMALL K 1 1/2• LONG MIIMUM M ARM MENTIONED CODE A9 PER AMEIICAN TEST LAB OF SOUTH PLOM*A REPORTS j0614.01-Ot AND /0210.02-00, AS ND SHOULD STUCCO EXIST. A1' MR*" FOR WALLS WIN NO STUCCO. PER SSTO 12-96 A AST11 E 330-02 STANDARDS. AND AMERICAN TESTING LIRA SOUTH FLORIDA REPORT #1123,01-10 AS PER ,AS-201 AND TA3-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IOW OF M CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K rOUNO ON M EXISTING FLORIDA BUILDING CODE. WALL, ANCHORS SMALL RE LONG ENOUGH TO REACH M MAIN STRUCTURE OD" SUCH PANELS. ANCHORAGE SMALL. Of AS MENTIONED IN CA), C.2) A C.4) 2. ALL ALUMINUM EXTRUSIONS TO BE 0063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) . SEE !HEFT 2 (0) ANCHORS SHALL BF WSTALILO FOLLOW40 ALL OF THE RECOMMENDATIONS AMD SPECOICATIONS OF M ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL I= AT CLOSURES SEAL NAVE 310E-1414 ALLOY. 6. PANELS MAY ALSO K fWALLED MORROWALLY FOLLOWING INSTALLATION OEFNLS SHOWN ON SECTION 1 THROUGH 6 (SRAM 4 4. ALL STEEL SNEER METAL PANELS SHAA.L HALT STRUCTURAL QUALITY STEEL ASTH A-553 WADE W MONWUM, 0-60 OALVAWZED THROUGH b) EXCEPT THAT HEADERS® A0 SHALL NOT BE USED. STEEL OESIXWIION W/F'Y. 22.2 kn (AFTER 1101.1.E1)). 9. IT SHALL BE THE RESPONSBLAY OF THE CONTRACTOR TO VERIFY M SOUNDNESS OF THE SiRUCYURE WHERE SMnIM IS TO BE 5. ALL SCREWS TO K STAINLESS STEEL 304 OR 316 NSI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO 06M PROPER ANCHORAGE, THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUIDING& 50016 W/ 50 1W YIELD SM06M AND 00 IOU TENSILE STRENGTH AND SMALLCOMPLY w/ FLORIDA RNLDWG CODE SECTION 2411.3.3.4. 10. EA1C14 REG" STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1. 2. 4. 5, 6 NO ALTERNATIVES 1W, SW • 4W ON SHEETS 4. S. 6 A 7 RESPECTIVELY. SWILL INK A LEGIBLE AND READILY VISIBLE MARKING NSTRUCIWC OWNER OR TENANT TO 6. BOLTS TO K ASrM A-307 GALVANIZED STEEL. OR AIM 304 SERIES STAINLESS STEEL. WITH M NM MINIMUM YIELD STRENGTH. SECURE PANELS WRH APPLICABLE ROWORMUENT DURING KMM OF HURRICANE WARNING. 7- ANCWRS TO WALL SMALL K AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SNUI'TER COMPONENT EDGES WHICH REMNN IN CONRNUOUS CONTACT WRM THE INJU G TO PREVENT WSW/RAN WMWN. (A) - 1/4"0 TAPCON A CHOIRS AS MANUFACTURED BY I.T.W. BUJLKX. INC. (Min. 1.-3192 P.A.I.) 12. STORM PANEL WWALLAIM SMALL COMPLY WIN SPECS INDICATED W THIS ORA A G PLUS D ANY SUMNO NO ZONING REOULATIOIS - 1/4. 0 x 7/6' CLX-W AICHOR5, AS MANUFACTURED BY DEWALY WC. PROAOED BY M AIRISOICTION WHERE PERMIT 13 APPUED TO, 1/ef . 3/4' SOLED -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIALTY CO. 13. (a) THIS PRODUCT 1NALlMTON OOCIXAENT (P.ED.) PREPARED BY THIS ENGINEER ISER GENERIC AND DONOT PROVIDEWFORLAATION (Mo. Fc.3000 P.F.I.) - P14-10 PANELMATE FEMALE O A PANEL►NTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT: I.F. WHERE 114 SITE CONDITIONS DEVaTE FROM M P.E.O. - 1/4.0 ZAMAC NC NMLN ANCHORS. AS MANUFACTURED BY DEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FORM SELECTION. PURCHASE AND INSTALLATION NCLUOINO LIFE SAFETY OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS WFO POURED CONCRETE SHALL BE 1 3/4% r FOR ELCO PANELMATE AND CONS ON TARS PD. PROVIDED HE/SHE DOES NOT ORNATE FROM THE CONDITIONS DETAILED ON T109 [IOCUNEM. CONSTRUCTION SAFETY AT SITE a M CONtRACTQIR'8 RESPONSIBILITY. 1 3/4• FOR GAMIC NAI N WOO". (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE COHBIOEIED WVAUD r MODIFIED. A2) CALK -IN A SOUR -SET ANCHORS SHALL K EMBEDDED 7/6• INTO THE POURED CONCRETE. NO 19A8EOMCM INTO STUCCO SMALL K PERMITTED. Ile 0-20 SCREWS USED SMALLBE 1 1/2- LONG MRNMUY SHOULD STUCCO EXIST. (4) SITE SPECIFIC PRODUCTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE AND I' MRNMUY TOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREW'S OR ALL THREADED SCREWS W/O HEAD. [NGRIEFR OF RECORD (E.O.R.) FOR rNE PROJECT AND WHO WILL BE RESPONSIBLE FOR M SUIT WITH WING NMI USE OF TIME P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGMER TO THE P.E.D. VIGNIM SMALL SUBMIT TO THIS LATER THE SM SPECIFIC DRAWONGS FOR REVIEW. P.E.D. A3) IN CASE THAT RECAST STOW. PRECAST CONCRETE PANELS, RAVENS. STUEGG) OR WOOD BOARDS K FOUND ON THE EXISTING WALL OR FLOOIR• ANCHORS SMALL BE LONG POUCH TO REACH THE MAIN STRUCTURE M" SUCH PANELS. (F) MS P.E.D, SHALL REAR M DATE AND ORKAIAL SEAL NO SGMTUK OF THE PROFESSIONAL ANCHORAGE SHALL K AS MENTIONED IN A. 1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED R. (8) 70 S, COTNGPT[ aLXf[nN WA„ ASr ,_ILEA 14. SHUTTER VMUFACTUM'S LABEL WILL K LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED 0r I. T. W. OILMDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL K PLACED FOR EVERY WDIVIC. LWLWG TO COMPLY WITH SECTION 17099.3 OF THE - 1/4• P . 7/a` CALK -IN ANl3WR5. AS MANUFACTURED By OWALT, INC FLORIDA, BUILDING COOL - 1/4.0 X 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, DOLT A SPECIALTY CO. - 014-10 PANRWTE FEMALE O AND PARELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRUCIX„N NO - Ile 0 7AMAC HARM ANCHORS, AS MANUFACTURED BY DENALI. INC. r�[/,r 0.1) MINIMUM EMHEUYFNrT OF TAKVII ANCHORS. MCO PANELMATCS AND ZAMAC ARAM ANCHOR, INTO M •vC�fX('"v''•K� FLORIDA BUILDING C0� Non High VelocityNurrloan* Zone) BLOCK UNR BEAU K 1 1/4•. RED 8.2) GALK-IN A SOLD -SET ARCHORS SWLL K EMBEDDED 7/8- Pro THE CONCRETE BLOCK UNIT. NO %044 7 'aA0 aaco. W. 24 GAGE GALVANIZED STEEL STORY PANEL STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SMALL K 1 1/2- LONG Wmm SHOULD EXIST. * AND 1' MINIMUM FOR WALLS WITH NO SYNCED. -`.. PROTECTION PRODUCTS. LLC. -*-.• STATE IL EGO Iwc 6.3) IN CABS THAT PFECABT STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BEADS BE F'OU A(ORI KMND SUCH P yam_' / •� �• AW r a WNtl41WRL W 3NA /NAG A. Ao31'14 A,IMH. (NNNIII-70NL "Ph BWA)♦Iaa»r EXISTING WALL, ANCHORS SMALL K LONG ENOUGH TO REACH M MAIN STRUCTURE w•. AMJAL.I-AIM. r.. PII rM-TUN CROWN AWJ40MM SMALL K AS MENTIONED IN B.T) AND IN B.2), S/oNal A'aA-ONW'M"AT,�i"•• W "� ___ - - AAAIllIN1111 pt LIJ"A4gIKAAR IL% A illJr A. PIL IIQT , r D CONCRETE ANCHORS (BEE SUED" ON SHEETS 0 THROUGH TION ALmvwt ANCHHM - OR DONCRE [0. (ILL SCHEDULE ON SWETS 0 TRROUGH 10) RUILDZM MOUNTING SCR.[ 3/M7 r ,cmes:l WOOD ANODES (SEE SCHM= 10) TE ANCHORS HECULE Ol, 9 THROUGH L 60.E III SEP/RAlION 1A am TO 6lABB. I OIw vaM RFn 1B•N, ION 7.f) McCKw Ta01 -6') _. _ ..._.._ t•9CW01AE 1Ma+EDULE R _.. PAML LENGTH(� 1 off I ' AMA. !EPA ( ON BHEET 3) M 1 I Y YFx. LyA07N ' vik_ EDULE (SEE BIIa�E 3) ON L. Sw Of •L• - OWS i I� 1 •^7 MAX. I 50R « 1 KTAQ Bas I or 1. VAX � I �y /At NR seMNI HRA COMCEIC ` nr AAm ,RIM Ir1ln oN /.•-TA,` 91 At W/ on *MUM,lrOGt _._..._._._...__.. (-.____.__.) r ,! ,/9• SM. 9 THROUGH 10) yWI�6� WHEN ITT CONCRETE AHc PMANEUATES AN ARE USED. BrAoaIDEo w/ BN6-' (SEE SD"ULI: ON SNEERS 9 MROAM 10) W" MGM BFALE s r 1 1 4•►ar "W • XAir °Le _A I t' Max. PANEL LENGTH (SEE SCIPICK" OIL SIHELT 3) I Ef�Zi III t •{ :I Al � ,1 �! �y J.Ai' IIIM1 INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO WOOD r / .. ALTERNATE LEG - F% DOD ANCHORS VF K1ERWIE POOP 411• MP WMIO HO� SCHEDULE ON (SEE SCHEDULE ON ,_... I-£0't1•!A-X IANI[X TW IaWII SHEET 11) SKEET 11) . I - , P-SKr,• Ws. Ya ■/ ,Ra 'M X. woo0 ( 1/2' --i WON ANCHORS (SEE 1SCHEDULE o _ 7R BL■a1WMF YI� 4) t TOMH'L'H 1• MAX PANEL LENGTH ___.._._ (OWN SCHEDULE SHEET p bw OF Y" 0 12 Vr Q.C.WOOD J .. -. K REOIMED 71i116NTING i�ZEIRKERAITIMI 1 31 SCALE 3/8.1• MOW FOR COYRLM ON OF SECTIONS: - 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATNG (D.s.f AND PANEL LENGTHS COMBINED B4 ANY WAY TO 5lJTT ANY AS PER 9CHEDULFS ON SHOT INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.56 OR EOLAL RUME 4w SCALE 3/$-1' GO ARDIIORS 1 EDUI E ON t EMAX. PALENGTH PANEL ON ICI RAIL (SEE SCHEDULE Law am T•Y1 am SHEER 3) L/ MAX. ^W ^W 2 0 O C Q Cu �- .� U C ICU -Cu 0 O Cu u- O cu •� �./ E O t✓ Cu •v 7 W O L C.J C c0 C iCA V CIO ALL¢ I6 G - N JC C7 r-C rN.0 3 a. � QA a r - G = L0.3 3 eo - M y 0, N Cc I - a. CD Cn W Cu 0 Cn CL U Cu O Cu LLJ z Z Q J d SHEET NO. SH 1.3 S'- -�---- g ® OR vPAn 1 I r IYI'I , -2 1/2'. AEO ao1XWnL NXN 7/4 W` nPCW r.H` t1oW COMMAICI I /� Mom • ,r o.E'`. x Vr r"AECIAWWO PINE 1 j 1e . 1 W1n\ • I2` 0.0 wNeEN I r . r . AM• to- 3'. r RNa W< L 13a 2• 1 Ia COIo. AM• 3,aa Nta rlml 11 0iR2e �t -} ••- I_•- I 1 i_ (Tye ow 4tW. 16R PUIa 3�-•n ril0f -1 2 I/r O a 2• 1 YW ) a>n. AtLLL A NINE T Ma. 1 1/4 ---- ----- ----J ks-. GAP /•• • to ' i4. 3 CASE A (PL&O SCALE 1µ•-t- 13X OVION/P CYOHD O►DWA 1110TH) A . &0. DISTANCE Y CASE E (PUN) SCALE 1/4•-I• I two U)CANON CASE B (PLAN) CASE C (PLAN) SCALE 1/4•-1' Sr" 1/4'-1' CASE F (PUN) SCALE I/0-1- Isi-n At1N1' COAL AtfRl � OLE MIH t/4�O.C.. f 71,,*' LOON . f _J 1' o1 � � ; a+/r Ov ,I�laa, o Tw no "SAME CASE D (PLAN) SCALE 1/4'-,• 9imil)-KT ON CA,N-N POTATO OpIC�14-• OKIMII ,IN At r/CI O NOD (SEE 'O '® ()R FWRrw rI N ® i !fIOLMOKPAP uort / to a tAtlR.ic 6. '© OR® l'J `Gam TEAT nMIKe PNMLLEi So VAL (IEWm M DO Amw t;AbL U (runl r [/lSTALE ,/.•-,- VALE) FOR aRECT MOUNT INSTALLATON ONLY aE.''•.CERI FLED PNCa N6TALLATON AT WALLS W/ A1R7 SURFACE LEVEL VARIATIONS WTHIN 3/4- MAXIMUM A.S.D. DESIGN PRESSURE RATING (pdtia) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iQ(NSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 k 7) 0. pitosm RAT"TAPCpM (VAST.) MAXRRM ANC ORS sPADIN6 FOR E.D.. AS SWOON ON SSUIs a e, 7 lE App1DESIGN � a ANf or THEM MXR M pAan UENGTH (IL) LM 9a1lW PANELWE FEMALE D PAIEUAATE PLUS WOOD 6USMIG 13' IF IT tr IT 1, IT IT IT ,r it IV patime e I/Y s I/3' IS 7/r a t/2' a 1/2- - - e 1/4' -(TOP) 12 1/2' 6 1/4• ({prL•) r-o' r r ` r r - n•� Ln _ it IT IT Ir _ IT -. CP•p'i 4 �-b LESS tr 13• Ir 1r Ir 13• IT O• 13• 61/ N IT IT 13' 13• Ir IW (BormN) 6 1/2• 0 1/2' a I/2' a t/r 6 I/r 1111 mm >r-r TO - a 1/4' 1 12 1/2' e / 4' (b01T.•) 4 In' 4 1/2• Y 7 - Dw IBaTOL6 10 1/2• • I/r 12• 11r 4^ DTP) IT IT U' 1 IT 1a Ijr • SEE TAKE %1 FOR WX. AS.D. OEM LORDS AS MAX PANEL LENGTHS WHEN SPACER to I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4-0 TAPC AUTHOR . ITT 1/4Y PANELWIE AICNOR • ,2 IA DIµ• ASA OEM PRATING RESSURE (P.M.) MAXRIRM ANCHORS SPACING FM EA.. AS SNONN ON SHEETS 6 A 7 AI PUG3ME � a ANY of THEM MRONUM PANEL tiv 00 TAPCON MO SCREW PANDAIVIE fDWL 1) PANEl3NlE RATS WD00 BUD*40 IT IT IT IT 13, 111 IT Ir 13• 13• r IN DOTw) 6 In' 0 I/2• 6 I/r 6 1/2• a In' (1Op) - - 6 1J4' t2 in' a //+ 16061•) W-W r LESS T 1/r r e' e• - 3w ROIrOII) IT Ir 13' 13• ,3• i13� + -0 To 479. -7a IT 13• - - IT IT 13• IT IT IT IT 10' W I7' IT ,r IT a IleIN POSITION) • 1/2• 6 1/2• 6 I/2• 6 1/2- 6 In' (09 - - e 1/4• 1 12 1/2 a I WIT-1 »•-o• TOe• 41/r b• 7 1/2• 1 7 1/2• - (TOP) a Vr Ir r - 3N MOTION) 13' 12• 13' 1 IT S In' DON) Ir Ir 13' 1r tar (BMW • SEE TANX /1 FOR MAX AS.D. OMM LOADS E IAX. PANEL MOM MS MIHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAL& A ATLD. DOW LOADLim MAXMM NPNl1 40 PW OR LESS 6'-6• > 40 PSF TO SO PSF a'-2• > 60 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY ww FOR INSTALLATIONS W/ PANEL MATE JPAALE ID OR PANEL WO C. PLUS ANCHORS a W/ 5 WEIA- 6. •�_ •: N� :L © ©. wllWaoNw M V M­ PANEL LEN6T14 a aim11) L/2 IK gem Is a to PO R ANCHOM "K a SPACING I" NOWUoOA NO WOOD SIGN NIROM AIM" ANCION VACM AND WIMIM COME DOOM ARE flown ON 11A Solo" IW EA LO6 THAN 90*00 ON O71MINN DUCE ,NCIOII SPONA m MAnEYNIO WPCM IMM ON OMMU A SHE FOU0W0 111C' 1 FOR ILA OPVA"M n K ?AM= VACOS WNW USING "CIO OIeL Na K um flew WENm ttMNaM me"m FOR PAN ANCHOR 1/K W 114E KNOUT . tp1 , 4•. memoiMB TMWI SMELL NOW WNW P3 3 3 •rrmlr a1,N,.M eN3 , , a , In MwrNw Orr w OJ A MK OK Rolm am 1ReAR aaP - u, - �. p*0 1A1 aI V HAIL r PANEL LENOTN I (SEE ELEVATION _&-(.UWJ I CONCRETE MOTH neoum. 47WA - �������� ��������a13,�A��RC�1HI1FO33R��(Clow)P__._VALE 318"- FLORIDA BUILDING (VAUD ONLY FOR PANEL. 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX A.S.C. PAIL RATPKr (W) INXNaRI ANCHORI WACENO FOR MM U. PER SCHODRE KLDW =-t IMOwM t0911"t 1 M V (R•) ILA%. A.f.0. PRE RAONG (PIT) WON M ACT= 6/WCIIO fm MN f-0. PER 6CIw" 660M WWYUY LENCI H V OL) 1IP00N SOLD->ATPANEL PONEUASITEPIMA,-NIBS CM,C-M TMCON SOLD-WPENAUE p Guy T/NAC-MINIM CN,1_IN R tW colnu1r A N A ie A ON1;ICI: OF THEM +4e.-4e_ IT. 1r IF IT ,r IT IT ,r IT IT a,�. opt LL•• �+6 aW. -•e IT IF IT IT ,r IT IT IT IT IT IT 11 1/2 , 6,-r 7OR ESS tr +s 13• lr a ,r a ,r s• IT IT I OWTTOM) IT IT IT IT IT IT IT tr IT IT IT I +n + (IIm1a11) ,r IT IT IT IT IT Ir Ir IT 1r IT 2 (LOP) IT IT 13, IT IT IT IT IT IT u' IT , In s Crap) IT IT IT IT 13' IT IT IT Ir IT IT 2 (BORON) 13' ,r ,r tr ,r tr IT IT Ir IT IT It , 2 (m'TON) IT IT IT IT IT 13• Ir IT IT IT IT 3 (TOP) IT IT ,r IT IT 13' ,a• IT IT ,r IT 11 1/213 W) 2 1/2 a 1/4• 6 ,/4• 2 1/2 12 In - - 6 1/4• r 1/4• 7 (6C11� - - : 1/3-12 1n { I/4• • 1/•• 2 t 12 1/2 - - e 1/•• { ,/4. 3 lBOT1aNI) o• r [13 r r r r r r r o- 7 I/2. 4 (TOP) r a 1/r w e• {' 6 I/2' e• 7 ,/Y e' r r a' +(LOP) r -- 6' - •• - 6' - 0' - (mmko e' - r - B' - {' -e'13' ti• t3' ,3 IS' ,r i3• ,3_ 13• U' 13• (tat) IJ' Ir tY t]' tr 1r /J' ta' lr 13'IT , ; (1( aPi1J' 13'Ir IT Ir ,r ID• 13' ID' 1r Ir 6 CBomwo W ID' IT IT Ir ,r /r Ir tr 13• Ir I1 In a (BOTTOM) ,r 1r ,r Ir IT ,r ,3• u• ,r ,r Ir Do►) 13• Ir Ir Ir Ir ,r Ir IT Ir Ir Ir 1I 1 • (TOP) eI•`et4'6,4 1ve+4 s « - - rl• a,4•iijs• e1•• - - - - 614 6+4^eLEanIT r,0 , 13' Y ,r Y 7 1/2 B , Ir 4 , 1 clop >9,-a` w I4'-4' Ir 6' Ir 1r 1r • 1 tr 6 , { 1 6 in 17 i , 1Ir »'� To •-•' r IT IT 1 1/3 13• 6 1/2 101/2 7 1/2 IT r I (BOTTOM) IT 1 1/2' IT 13' ,r 10' tr 10' 11" r IT 6 1/r 1 (NOTION) IT r IT 10 1 IT r IT 7- 1 1/2 6 In IT 4 1/2. 2 (TOP) IT r IT IT /r r yr tr • 1/r 9 ,/r 6 I/7• 13• 6 + Timm IT r IT IT IT 9 1/2 IT 9 1/2 10 1/2 7 in 13• 6 In• 2 (BOTTOM) IT 7 1/r IT IT ,r to, IT t0• III r IT 6 I/r 2 (0011110 1r 7• IT 1r IT 9 1n IT 9 1/2 10 to 7 1/2 tr a In• 3 (TO►) U' 7 Ile IT IT IT it 1r to* f1' r ,r 6 In• 3 (/T.O,,P,).,y, 12 1/•L 12 , 6 I/4• 6 1/4- 2 I/ 6 ,/4' - - 6 1/4• • ,/+• 3 (BOTOM) - - 2 1/2 12 ,/, a ,// 9 I/4' 2 , ,2 1/2 - - e 1/4• 6 1/4. 3 MOTiw) 3 I/r r 4' 4 1/2' 3' . 1/x 3' . (TO►) 7 /n r e' r r .• r , 4 1n• 3 1/r a 1/2' r 4 (TOP) r r r r S 1/2• 7 1/2' (60T101) e' r r - r - 9 1/2• - 7 t/r - (SYMN) IT r IT IT +3' • +n u 9 +n o +n 7 ,/!' IT r e (TOP) IT 6 1/2' fa' IT tr /r IT 10' li' r N' IT r IT 13• 1r 9 1n• la' • 1n• 0 1 7 ,/r Ir 6 ,/r 3 D,orrOM) IT a 1/r Ir N' Ir 1r IT to' 11• r Ir • ,n• Uo7Ia11) U' r 13' 10 1/2 IT r Ir 7' 7 ,n• S ,/r IT 4 t/r r (TOP) IT IT • tn• 13• 6 1/r 9 1/2. 6 1/2• fr 6 ,/!' (TOP) e1/r 6t 4 {11' 611' {14' 614'• - - e 14 •11' 611' 6/1' - - - - • 1/4 e11.6 KE INW 19 FOR ANCHORS TYPE a 9PACM FOR *OSCILLATIONS WIG WOOD FOIE AIaKOL • WOMAN ANCHOR MC *4 U MM OK DOSNNCE ME POND ON 1ME ICHUML FOR LO. LM TWA NMM1m ON 9CNINME RELICS NIOOR IPaI ' of NIATPfY,Nt SIPORM LIOW ON SMMU IN THE FOLLOWS MCIORL FOR ILA OI'014110N 10 K IOS401L NCMM VAOPM WINNER UM FACM &SILL Not K LESS TWX WARM SPACING POId11131 "A 909H NOOK TIK ON 11A 1L,rWINL Now T1119 N 44 tH1 ,lr. iam ,I,1T,11 _Ip. Nuo+R O,NN>4MM v-m OYIt-a vO ANCHOR WYOPM N 3 3 3 a 3 +/r 1 1/2 NI,*AWMIOA •J 3 3 t/r r 3 s 1/r 3_ pmroom•dl WBWl 1 3 ,/r 3 I/2- 3 ,n 3 1/1• A111ML¢ i - -- 3. ---- r w an - - -- - 31 - - Im -- Im _.. •• SPACINGS ONLY VALID WHEN SPACERS" USED. SEE /1 FDR MAX AS.D. OEM LODS Nk WX PANEL WHEN S . Smm 6 USED. WN Iµ^ LIAR. 0 Lit$ A A". DEMON LOAD �NPA►EL 40 PSF OR LOS 6'-r > 40 PSF TO So PV 6'-2• > 50 P6F TO 60 PSF S'-10' A INK PANEL LENGTHS ARE ONIX VALID FOR MTNJA706 W/ SOLID SET ANCHORS A W/ "SPACER AT 12 1/r O.C. FLORIDA WIRING CODE (Non H (SR SECTOR It KTO•IATMES ON SHEETS 13. 14. 15 at•j — +R-IA/13, R-24/1E, R-3A/14, R-18/13. R-26/13, R-A/(4, R-IAW/IS, It-PAW/13. R-3AW/16. � I-I!W/1S, R-2IN1/1a, R-39W/16. iA/3.PANEL SAN. I13. R-2A/13. R-3A/14, 13.R-/13. R-W/14. IR-uW/IS. 1-2AW/15, R-SAW/(e. �-IIR-1M/1S, R-2W/15. R-36M/16. -ANCHORS (SEE SECTIONS At ALTE1110114. S ON SHEETS 13, 14. to alb} ---------- LIFE SAFETY STORM PANEL (1) ELEVATION (t) .6•rWEALS ,//--t• REGULAR 2.f( SFON PAWL (WL ,>IDWAP -1 SAW VNLEY) .,_- -.. ---- •�.L.......... ,=:i tzr- z>r...__.-_<___�___ �_-, _ �_,.... _.a.> . :. 110 .•tea:. , LIFE PANEL ..SrIEEXTEMOR �� a ...At.... Mii ENO 7SL•1� �III� PO � r/,1111 illl l 11010 I I 1 � I I 1 1 j EN I aAas I r _..-- 6 I V DIµ r e PANEL CENM L LENGTH ELEVATION r ON 94F 12) RIKT 12) f I An. -�EpA 1 I CLASABolr-- To S. M, L.� I I J� I 1 .'EIC.a�—• l._ 1 ILA. PLAT' WOyI_, ° I tl j II 1 �I _/•P PLATE TAPCOMwoumm 1 ANCHOR 0 9' O.C. MOM" W/ STUD .. ._2-M• WOW WA SCALE e - t u�sl 1. INSTALLATION ARE ONLY VALID FOR A.&D. DESIGN PRESSURE RATIOS (Pal AND PANEL LENGTHS AS PER ELEVATION ON iL 2. FOR NEW WOOD FRNIE CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No Z. W/ SPECIIC DENMTY OF 0.56 OR EQUAL. r MAX r MN T I I L/2 t I i MAIL PANS LOOMi - r-r 6 •48A -40.0 M./. 1 (Al OVERLAP MID PANEL LDAM 90LT) :. ... ---------------- 1 - " ram- 0 +e60. -GCy P4Lf. 0/0 "LIP WMRL Umm amt) i A UK r-r MIL INIEL LOmTN AT ALL 110t911WA5 ! � I } I I V2 4r I�l 1 I _.---L---------- ---� r iFfl t WMALLLTONS ONLY VALID Pat WIND I• ININ. SKm UP TO 170 .*A. 1/4• MAX. w REG" STORY POP elm,Info• m ME O I.D. UGAGE OALVANRED STEEL SiDRM PANEL eNw'ee P ECTIN PRooucts. Lw. 4A0 aWR 1MMAET F,IOO (A47MM�iw NRI aw)r•an3 °""DIN"' MNN,N I�`M,r- .•.. •,�Nrr W• P.L 20-)7S o0-1 W. ae sr 13 a M L✓2 I I I L 10 N.t OltS NM: TAPCON n4' NO R a 9. O.C. PLATE 7 ILL 7:7tlil;!I:a1T��y� �II�#7ID�i�7l'i .11 , is1�4•� 4• It ILL 'a 0n ,Ji`•oa 0 TAPCON TOR • 9' O.C. MAXIMUM A.S.D. DESIGN PRESSURE R ING (pAieia) AND CORRESPONDING MAXIMUM ANCHOR SPACING SC 14EDULE FOR REGULAR s'OR`a PANEL Ct� INSTAL!mONS INTO CONCRETE at CONCRETE kook STRUCTUREs (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS T THRU 6, ON SHEETS 4 k S) MAIL A". P RATING V•aI) YAIWIM ANGIOIA !TATTLE IN MIN L0. Till 71C1 BELOW A►RIfJI•IEWMW WXIIIIM Pon ID (n,) MAIL A.S.O. OEM PI (M•1,) 1S1A9a1M ANC110118 S►11Cea0 FM INN 40. PO6CEDUL SCOW APPUCNIL TOO IIA%OSM PANEL L (A) TMCON 90CD-fET n� TRYST-IMel1 GCX-M A, TAFCON ROL1D-!Rf PANEIMTK PLUS 7IeMC-ANTI GYJ(-M a A A A Alot& Of THEY to A 10 A OF SIMS IF It'IT IT ,r /r IT ,r Ir 12' IT ,r 1 W- r a* LED b- +tla-i161 IT f• IT So, IT e , IT e , , e , IT 4 t , a,�• on INSr IT I,'IT IT ,r IT u• ,r /r 12• IT Ir 1 mmw IT 6 ,n• Ir IT IT 9• IT 9 1a 7 In +r r + (aoltDI) IT I,•IT ,r IT IT 1r IT IT 12• 1r ,r 2 (TOP) IT r or to to IT a 1/r IT a , 7 In- 6 t/2• 1r 4 In' 2 Clap) Ir II*IF IT IT IT IT IT 13• 12• IT to' 2 (•0110 0 IT r ,r IT IT 9 ,n• IT { ,/r o ,/r T ,/r IT 6 Ile 2 (6or w) IT „• 17• it /3' IT U• 1J' tr ,r 10' J (TOP) ,r Y Ir IT IT 9 ,/r IT 9 1/2• to , 7 I/r' fY 6' 3 (TOP) 12 1 6 I/a' 6 I/4' 2 17F 12 I - - 6 1/4• 6 1/4` 3 M RRT - - 2 1/2 2, 6 1/4• a Iµ• 2 11a 0 1/4' - - 6 I/1' 6 I/4. 3 (9010Y) e S' [13 9'{ 4 tn4 Y ]' r a In• r 3 1/2' r 4• 4 In• W e In' 2 in' 4 DTP) - - r - 6 e r - r - tBclrou) - • +n• - e• - r - e +n• - r - (eorTaN) ,r It• IT tr IT 13• Ir 13• l2• ID• to• a crop) _r is' �i%r Ir IT Ir r IS`,ri;/Y u• a s (trx) tr „_ 13• Ir ,r 1r ,r ,r a IT to• a 007w) itr ,r ,r ,r • ,n• w • ,n o , 7 +%r ,r r a (Itlifral),Y „• 1D' tr IY Ir ,r 13• ,Y /3' 10' (70p) it e• 13• o 1!4 ,r I ,/r 1r a ,n• 7 ,/2• a ,/2- Ir 4 in' (tTIP) 61 4- 61/4' 6 +/4• - - - - 11 a' 6, P e Y - 6 , C •, 4. 11 •' • 14. 6 / 4- 61 4- - - 6 T/4' 6, P 4 r47am-T!,r 7I ,D' 13` ,r IT Ir it• 9• 13' b , , >8,�, To W-W tr IV tY t0 t ,r 6 , tr a t 71 9 , Ir ♦,3' w-r To r-0• T 1/r Ir 13• 0 1 IT 10 1/2'11 1/2 r IT 7- 1 wnw) tr I ,n' Ir 13• 1r O• l3' r Ir 7 ,n' it r , (Nuncio +r 7 1/2• IT IT I3• Ir IT to' ,t• r IT { I/r 2 (LOP) IT r IT o In /r 6 In* IS• 6 1/2• 7 ,/r 6 11• IT 4 1/2' 2 MP) ,r 7 In• IT IT i3• C 1/2 Ir 10 1/2 I, I r Ir r 2 (90T1a1) IT 7- +3' IT IT 9 In. IT 0 I/r 0 In 7 1/2' IT a tn• 2 WON) ,3' 7 1n• U• 13' IT ,O , IT IO , „ , r IT r 3 (VM Ir r -- IT IT IY 9 I/r IY 9 I/2• 10 ,/2 7 1/2- IT r 3 (TOP') t2 1/3 2 , • 1/P 0 1/4• 2 In 6 I/C - - f i/4' a 1/A' 3 (BOTOY) - 2 1/2-12 , 6 1/4• • 1/4- 12 ,n- 6 1/4• - - • t/4' • ,/•' 7 (MOTION) 7 tn• 3 In' r r 7 1/2' 4• r 4 I/7• e• 3 1/2• r r 4 CMP) r r r S ,/r 7' 3 112• r 4• 4 In• r { I/r 2 1/2. 4 (TOP) r - r - a• - r - Ir - r - (N677w) e - 6 I/2• - e' - r - a 1/2• - r - (BD11OM) IT 7 I/r IT 1r N• to In IT 0 1/x , , r 13• r 6 (Op) IT 6 ,/r IT tr IT r IT r 10• 7 1/r /3' r DOp) IT 7 1/r IT IT IT 10 1 13 10 t/2 I ,n' e' t3' r S MBo71DI0 IT 7' IT IT IT 9 I/r IS' I ,n• O ,n 7 t/x• IT r e mow fr IS IT 10 1n q• IT r IT IT a yr IT a 1/2• 7 ,/2• a in• IT 4 i/r { (lap) 614• {14'BIOS'•1/4' 611' f1/4'•(eOTT.«) - - 11,• 914' 6111' 111 - - - - 61/4'6t4•• KE aw IS FOR 0,010"O t rfm a PENS /W t wvLL M Wo WOOD to" "am f NIMNm NMOII M,N311A AW WNW EWE WIAOE An *MCA= am "a SLTEE,AL TOR L0, MK OMIT I oa= ON ommu Rmm Now SPRO W or WLTROIM woma wow ON 9mna WA M ►OUAAM FACTM FDA 11011 OPBMIIOH O K POW WL MOOCO I ACMO O6WO TWO ►AOnR OWL NOT K NEB O11N MWNM 6MCm0 WMM1m TOR 11011 ANGER TOPE /WWdt 11R _Ip_• _ t/r• I •9 ,/4•R _ I •1 1/4•6 UPON lP16eA iA�l�: m1110.41BN "NA-0 Now" 6MCM ) 3 , 3 a 1 111' 1 '/1 OV 3 3 1/r Y 3 3 ,/r 3 N1mNN,A W BRm 3 3 tN1• ] 1/r 7 1/1 3 ,/r ACRIL M SOMME F em 3 ,!r etI aA _ -SPACINGS ONLY .1 WHEN SPACER IS SET: 1 FOR MAX AS.D. I DESIGN LO11D6 t MIX PANEL WHEN SPACER IS 1/4.0 TAM ANCHOR • 7ent.lt � A.6.D6 DEMON LOW momI" PAMD' TH 40 PSF OR LESS 61-6• > 40 PSF TO 60 PSF 6'-2' > 30 PSF TO 60 PW 6'-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS A W// SPACER AT 12 1/2. O.C. .-1_ •L ��. •♦ �� _L it LI It • : • •► :3t•t •► 1� •l H V MAX ON SWEET 12) � I I ! r ! T-.1/4'0 1A' COM " V/4 0 7A PCON - ANCHOR . r O.C. I ANX7IOR • r O.C. CONCWE ' -CD° Ic�t�E M= REQUI OftNaIE1E Moac MEDLI CONCRETE °RNos KE 0409 1e a 16 MR LACTEAL Sam III -1/41 _ ,ILK a VAOW FOR wCULATOW I/IO wpm We4NM ANGLER 9RIFM06 NO Wow,WN Wow,momSWAMp13 3 •IWNIImmu 041111r eA3 a mK OICIANCE AK ISI MIEO ON nA IIGEONIL FOR LO, LCI{ OWN 111010111110 W K7Ea1RE ROOUCE ANGER VA" I.NMNw 6.r4M w 0•J a ,INK 91,t MMRQpw RIODI or IRA-7MLTWM 6MCM0 MOWN W MEDIAL[ 6Y SHE FOUOO M ►ACONf. I" INS oI'ovmm To K /DOLL t tLr ILA REMICm VIACOM ORAED IMWID FACTOR SWU NOT K IOW 111M1 J.lr___....._.. WI �.ta0 MNMM lMCDO t1410M FOR IACII T NO" rtK HM Sim---- 40.• m 1 1 I ED.• I i 1 n i`1!1 ; 1 B ,• TEN. 1 , 41tifGP Oµ.T TO OLAS I 1 IS ?'L e PANEL „iN01N t R OWN *0f 12N II - 1 1 I N I Ha • ,1 I/r 04 '// • ,1 I/1• oa t/••• TAPCON _1/+•0 TAPCOR wHCNOR . 9. O.C. Amon • or O.C. POIBKO CONCRETE atPOUF 6LOaf RDOUM. Kam IL-2A CONCRETE a1 COPIdKIE BIACN 1001.4 m. is WALL 3/11-1- 11 91 INSTALLATION DETAILS INTO WOOD �. .. FOR UFE SAFETY PANEL STRUCTURES (1) \,- � _ ,•, t •'e TAPCON mcmm • • oa •� � + 4•e TAPCON • r O.C. 2 —) Ilr 2. I -- Mn. l I H 1 MALL. t' Lt Cut • . _.....: .. � l4�sue .7. t -. .LAIN J aµASS INN, WEN, MO Y-0 IS 1 a •L' MAX. PANEL_ Y _.._ i V VAX, PRIM LENGTH I I (SEE ELEVATION ON SHEET 121 j ...i ON MEET 12 E I ! I' 9 _--_ r 70nApUW I - I E I• Mn, +---sLPA i ' i V2 •'t' t�.j7.I . 0 • ON0.S• LASS. I C' 1 — rr a W \.. e� W FIN. I L_ ' I _t Y PLATE 7wQp y`4 PASS• nAtE ^ I 1 T� L ' ,. 1/4'P PAIELWTE ►LUb RlOUOED I- �I I ,., REOIARED ^ I i I _ II i �i 1/TY PAH[LAMTL PLUS I ANCHOR 0 12 1/2. MC. I ANCHOR . 12 1/1' O.C. PANELS WALL k02 I,IIIIIINN j-. a�No. 44167 ': FLORIDA BU(LDINO ODDS Non High Veloafty IIMFAewe lone lei * MPA RIMS q fJ. I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. STATE OF R �OA:• 24 GAGE GALVANIZED STEEL STERN PANEL eSr N„ DESIGN PRESSURE RATMOS (p.af) AND PANEL SHEET A41 -"'- �� IILEEC O O INS. PROTECTION PRODUCTS, LLC. INEC LENGTHS AS PER ELEVATION ON It 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/ONAIF� /y�✓`u�' W VONA F1. 20-173 MEMKRS TO BE SOUTHERN PINE No 2. W/ SPEC M DENSW OF 0.66 OR EQUAL AN4NMN, ! w.-: ..: a� PIAIa IPIT)IIP^1N"a 04,1 (A.7Wr-Em e W PA nP�.R A, Pn a • owIs or M N N L U)_ N cu 0 a U a)a (1)O .� C O C(i .cn ,i m U =3 0 Q C 0 a) c N CQ O O .— G .0 2 to c O LL C) r�r ''6^^ cn ca > Q Q CV C*J c) •- Lu W C•7 U m 1v v lL C d 0- o -p CV t fO cC=v E V t d 3 3 � m u -M OJ c CAT c C_ TO o CL u 0 w i _( cu O CL CDL CD U cz O TALL U Caw, cu L m LLJ Q z Z Q J t2 SHEET NO. SH 1.4 +E11/18 EZIW/18 ANCHM (SM UCMN EZI A AL7 "W4 121W ON SW I$)--- AT A. wZ l� jt: met. I A(SEE More 2) i mm r= ANAR /is. At W47 2 PER RP.) "V I (&D' PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTERIM PANEL) (END PANEL) SEE NOTES 2. 3, 4 I I SEE NOTES 2, 3. 4 iv aP/OIFJ. LENGTH is PANELS W/ 1/40-200" • (SEE C1N5 AS A_••I I NMI IJ w I. _J_J_L_1 _J_J_ L -i-J-1 L.L-J-J-L J_iLL_1 L.1 r hill. MOTE 4 ANCHORS (SEE SECTOR tZI ALTERNATNE EZ1W ON SHW Is) --- TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) SCALE; 3/32*-l* fl& 1/4" LION. GAIN SECTION A -A SCALE: 3/32'-1* ENGINEERING PRODUOT EVALUATION REPORT September 15, 2020 Application Number: 1711169.1-R2 EX Pralect Number, 20-31543 Product libomolocturomr AM American Shuftm and Gives Mwmbokxw Address: IS40 Donne Rood West Palm Beach, FL 3UN Product Name & Doloor"Nart: 24go Gaivanizood S" Storm Parook Law I 1 11 Imp@dRnbUd Scope of Evaluation: TMB Product Evolustion Report Is being "nd in socordence with 00 requirsonelft of do FbrWa 0"Ohnort of Bmima and PmftnlmW Regulation (Florlds BuildlM Commission) Rule ChqpNM 01020-3.005, FAC., for slialowide acceptance per Method 1(d). The ~ noted above has been heated and/or evokMed as sumvigortzed heroin to show compilivIce with the Florms Dulding Code Seventh Edition (2020) and Is. for Iho purpose' I I , at West equivalent ED that rmq*od by the Code. Ro-evoluedon of Oft pro" shol be required hallovAng pertinent Florkle Building Code nwMmftm or roulakons. Subsa~ng Dab: EX drawing 0"1543 OW '2490 GoNsintiod Simi Storm Points "4HZ & Nogg4MW, sheets 1-5. pooperegi by ErVinsering Fxprm. signed A sealed by Frank Berwordo, P.E. Is an I"rid W of the Fvalugolon Repold. - TEST REPOM Urifform sWo structural pwlormwice hes boon teased In accordance with TAB 202 tog Standards par 09 ropod(g) SUIT41,80-1 7401 by Blockwator Tooling, Inc. LOW misalle Wropect reebtarnos and cyclic boding performance has been Wo*d In socordanom with TAB 201 and TAB 203 IM standerds pa test fopoft) OBT-ASO-1 7-001 by BMd&WAr Tooling. Inc. LAL EMOOMMMO CALCULAWNS Structural ongirmooring Calculations have been prepared which evaMft the product based an comopereahe andlor WWW M*sb loqueft the laftloving design DOW 1. Miggirren AIkwv" Opens 2. NnInionn Allowable Opens 3. MW"Pjm Glen gopws*m 4. Nochigor Spacing 160 SIN 121" AveNus Suite 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396.9999 TRAMOE:01RIERINGEXPRISS. COX ENGI it INGEXPRIISS.COM LAST PANEL(]' TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE FROM TO FACILITATE OWALLATION F WIEN= P'00?%SW ENSI 10 . TkL "D DIE OF STRUCTURE. NOTES XMJ&:M ft E-Z HAND STORM PANEL SYSTEls + L TRACKS TOP a BOTTOM. (2). END PANELS SMALL BOTTOM TRACK OTHERWISE A STOP XWT.K.P0"E= AT TOP OF SUCH PAN". (3). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST Or 1/4-0-200/4- M.S. W/ 7/3-6x3/32- RANG NUT OR L��4 A;%,3/4' Min. THUMBSCREW KID TAPPED BOTTOM TRACK. OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLAMM OF ENO PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i 6. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM YRACN NAY OCCUR AT ANY PANEL LOGTION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 -ph. I IVENGINEERING Page 2 of 2 Ali American Shutters, and Cilan - 248a Galvanized Sted Storm Panels No 33% IrKmm In alowable Wm has boon used In the design of this product. Somefon from glaring is not reituhrod for installed" outside of wind raw 4 and suer beftes. imped Resistance: Logge Impact Resistance has been demonstrated as evidenced In previously folod testroporgs), and Is accounted for in the wokowkq design of this pro". Wind Load ftslMnce This product has been doolIgned to reshot wind bode u indicated In Me span schodule(s) on the m&pK" Product Evaluation Document p.m. ongingieft drawing). InsulAawn This product sholl be Insholied in OW Compliance with No respective Product Evaluation Dominant 0,9, erighmoselong drowling). slang with ON oompormento noted twain. Product components shall be of the material specified in dud product a n"ocwo Product Evaluation Docurnard P.O. enginsedo g drIFFAV. LimbeIdons & CondhiMs of Use: Usmo at it" product shah be In OW accordance with the mopecilve Product Evaluation Document a.@. longinoomiloo; dnowlng) as noted heroin. AM eupp , I g host Structures dwill be designed to rosiat at suporlenposed bads and shah be of a net khod In this products respective anchor schedule. Host structure Condition& which are not scootmisd for In this product's rospeclive anchor schedule shell be designed far on a sk"ped6c; basis by a registered pobuioiW smiginew. AM cmqxmwft which we psmanotft Installed shell be probeted against otimision, owtwr*wftn. and Other Rich damage at of limas. This product has been designed $or we within and outside the High Velocity Hurdesno Zone (HVHZ). .1S. Frank Bennardo. PE ENGINEERING gDoanne OPE0046549 I Cert. Auth 9885 160 SW 121" Avimut Suite 106, WINFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TIAMOIENGINEIRINOEXPRESS.0014 ENGINES R1 NO EXPRESS. com a.M 0111149N WE Mftt -Ne-12M F Zz .T_ LL . . . . . . . . . . . . . . ♦ Ln OIL,* _T cacu­mN _4Ar ��41LC_ImN Q MUM 4 4%*F1kV-. mu.01L., jft. WS, pp -MA 4 f"k no Mg. mpg Em jig AD3Tl��!Iry MAY VNN LU IN. W_ g. In mu rK 0 1 3 Kk Lao - r1il, ULL44 tl.n• 4L Cw 4v -4 I VFMWMAK fray cZ=Q. ­0 20-31543 7- INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE. CONCRETE at4-0 2000 E-Z BLOCK HANG STORM PANEL AND WOOD STRUCTURES �T i Ito at= TV r O.0 1/00 TAPOON 14li1' HEX ME40 TEK ANCHOR 0 Ir OZ p *tr FROM wor OF 4) 9 2. 1)7 lot or_ mma j 1/2' ITCI; Mi.. TO GLANPOP To iW pw RKT Mo. MAIL I-Ame. LENGTH MZw- PAWL usum IS so 11 gal, per -SEPARATION- '(?MK165CREW To *LAU. OF V 40­20.2* oil, r 7 2 N 14*9 TAPCON ANCHOR 21 D.C. 1/4-0 TAPOON ANCHOR 0 12' 0.7. l CONCRETE BLOM OWOUWtD. gimusim SCALE 3/8-1" A LWTE R N ANTO I E Z I W SCALE 3/8-1 INI r0IN_ PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. OEM SMALL1 2'-G" .44 ammo aL1mD, At. FLORIDA BUILDING CODE (Non Nigh Velocity Hu am Zen rp. 24 GAGE GALVANM STEEL MINE PANEL PRESSURE RATING +/- 40.0 p.s.f. AND 61-W MAX PANEL LENGTH. STATE 11LIE C 0 Inc+ OLOaL PROTECTION PRODUCTS, LLC. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD no SAIN. S V-. OWL OL =4 MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECWIC ANOIN11, M-)06-,M "K, (W)N"M 20-175 DENSITY OF 0.55 OR EGUAL Z;W_ CA.00WI$ WLM & 7 ON 0, Px nomA 44197 0 We 6W LALL AMERICAN SHUTTERS AND GLASSjga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNUMITI!D (PIRID. TO PANEL SPAN) TOP MOUNT (CONN, TYP. TYPE AS REQ'D) SECTION WINGS WITH WASTITCH SHERED WINGNUTS FASTENED III OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW 110156' BOTTOM MOUNT (CONN TYPE AS REQ'D) MAY Be AT TT- 0375'1 a BOTTOM f'T'N TYPICAL VERTICAL MOUNT ELEVATION N.T.S. ELEVATION TOP MOUNT (OGNTY� M 1111D) L.Ox (SPAN ABOVE TRUCTION) BOTTOM OUNT I., (CONN Type AS REQ'D) OSTRUCTION (LOCATION MAY VARY) iR BOTTOM MOUNT co - UMAX (SAAM BELOW TYPE AS REQ'D) OBSTRUCTION) PANELS MAY B15 NOTCHED REQUIRE AS OPTIONAL K'-20 STITCH S QLTS WITH WASHERED PROM MO THAT ODNNOCTIONS AND ANCHORS ARE USED WHICH SAIII S WIRGNUrS FASTENED 0 SPANS ABOVE A BEL 'ALICTION . OBS OVERLAPS 0 MIDSFAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2\ (NOTCHED PANELS ) \Ji N.T.S. ELEVATION 10 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 MAL" PANELS MINIMUM STORM PANEL 51- FROM GLASS (HVK WIND ZONE 4 & rSSgXTLA' fAOUTIES) UM DFW-M ALLOWABLE INSTALLATIONSLESS INSTALLATIONS GREATER 1 PR ESSM IMIL-I THAN WANDWORADIF 7MANAVABOVEGRADE /-30 4.06 1304 ift 6.06 in &06in 2.14 M +/-4S lWjim, ./.So Isom 1. 6.01'" 4.53, i06A I. ­ . Sol Ill I -Is M IN�� 6.09 In 2 �i In 1 .�2 /-70 WA IN. 612 W 27.0 1, 6.13 1" 2 so 4" a �IFAN bli-MIZUILILIZ NU I tb: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LORD A PANEL FASTDM SPACING 10 DETERMINE MAXIMUM ALLOWABLE SIC" PANEL SPAN. SCHEDULE 5 ACCEPTABLE PON USE WITH PO$MVE LOADS LESIS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PARK PASTEFAIRS' ARE STUDS LOW IN CON)UKtICN WITH ALL MOUNTING EXTRUSIONS (Ir-TRAM SYuOoEoD A*W. tIC.). USE 6.2F OC. PANEL FASTENER SPACING TAKE VAUJIES FOR ALL "W- AND 'Ir-MEADIERS, (INCLUDING a= OUT CONDITIONS). 3. UNL40 04TERPOLATWN BETWEEN LOADS is ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. MM SPAIN SCHEDULE WITH POST VIVI! OVISIGN LOAD TO DEMMINI MIF41MUM ALLOWABLE SEPARATION FROM THE OPENING To SO mtoncrw. 2. SOMMU IS REQUIRED FOR USE WITH POSIMN LOADS ONLY. INTOPMATIO14 BEr*M LOADS IS. ACCEPTABLE, OTHERWISE USE MIT HX;Hft LOAD. 3. POR OWA&LAnONS OUTSIDE OF THE KVMZ AND OUTSIDE OF ESSENTIAL FACILITIES [If ASTM WEND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AMID NO MINIMUM SEPARATION FROM THE PROTECTED OPENING a MAXIMUM ALLOWABI E kA DESIGN PRESSURES: AS NOtW IN DESIGN I DESIGN NOTES: SCHEDULES, POSITIVE AND NEGATIVE DESIGN PFU!SSURESCALCULATED77•!� IN ACCORDANCE FOR USE WITH THIS SY$tfM SNALL. Be DETERMINED PER e It INEIRI IN COORDANCE WITH THE APTBL I OMF THE FLORIDA BUILDING CODE SHAILL BE LESS THAN M !I THE OR IdEdATIVC DESIGN I rpiL 2A, - 10"T'Ve ASSEMBLY AS SPHMOW . GENERAL NOTES: VISIT WAL.C.10131643 mNeT9­.AK NMI =�W= ;V,=�2WABLE SPAN SCHEDULE TOP MOUNT 11111 -1 I'll I I Rig=W..,M*7A"ff7_ J I[_.A . . . BE" A F: MMENWAM ff"A""Em"VA T' V-'.n FrA VA rim" V'AVAIII VAJ UM""ITA F.AIVAF_'A MIA . . . . . . . . . . . 0'p (L OPTIONAL INTERIOR FASTENING DETAIL ) N.T.S. OM UNDO! rAp X1. rAei NOVNr (Cow Im AS ITINGCONCAM, SPACINS OF KALF TM VAIM GIVEN A. � WOOD M„111149 ~14 "Nut. NoNtN ANXR__`0 MONAL EGRESS PANEL DETAIL M 0. FASTENING 2.99V 2,250 0 4" gig _I;!:C. W. -1 -7. 0.750" 629" -D.094 Lag* aWl. o j TYR �4 uj TYP 14 1.920' IS30,• .375-1 2.000. 2.000 51. 1 =- 2.0m. ryp L.3 "1 -1 Fm 2 e" �L zA� 3 13W, MAY 0 313" ,�l LOL 1.500, Lsfio` - SIG �jp 0 350" 12,500"PAMNELCOWRAGE Cie ANN_ So. 14.67$" PANEL LtNqn 1 arr LC3 01RIMN ge CA, T a TYP. 0,957,4--4 % 0.190'- LAC awc`zom ROA" fA -OVERLAP Dn". 2S* MAX. =-- .23"MAX. MAX. cc LLJ BUILD OUT M milt OHM DISTANCE C rls 1,0 Do* 110" 09 0,C, 07 P.1 371'J n; EMSED Ll 3�A20' F .25'MAX. MIN. INA 4* MAX. A., Aw BID ANCHOR SPACING SCHEDULE: 2* CA UGL- PANELS; PANEL FASTENI RS 0 12 . S' D.C. 2.5- EEDGIE CIIISTAN gUXXcA PRIMANNOR TvP9 (VI) WAN up To V-01 SPAIN op To W-V SIVLN up TO 2v-w CONN me C1 C2 C3 C4 cum Typo C1 C2 C3 C4 Cl C2 CJ r4 wir . 1.21r 131006 3 DIWAITULTRACON 41 41 51 4=M- 11 U 9 90 Soo, 10.2; 1 ce 12.9; !8.0 9.2 6.1 IZ.5 ... a ­ I - .... 16.0' IL2* S.S" i i � i .01 :,:: � 0 S... 11.1" A ::I ". 1I.S., WD: al: 's A L . ;�4 4" F f: tv, V47-.--T- --­) 33 OCIVALTULTRACON 41 I.., &� Il. -1, NO 5z ?z 110" 111.0" i&O" 111AP il.S" 30.4" ISA"I L2 4" IR111 11.0' 13.4" 10.7" -1, - 6.0" 2Z.0" 31, R.", R, ",Nm WH 5.01,11.91, 121 8.01 11.91. 9.31, 11. -r -377, T MY ICU FT 41-- 117 97- 03 152 10", 111.991", 2911,11, lax loge lLr O.r Il.r. ca,, 11.9" 9.51, no.". 10 xf'Ors"TZ'LU, #or 33 41 44 it ?z 22.3" 30,0* I&W 354' IZ.S" 61" 13.7" L34" 81.3" Ific' INA" li-l" 1KE - AL IT, - 5.8'. = 70-17- 11.5" it!!" 16.0" I&W 18.01- IC0 13.1F Its' LIS' 64" 12.5" 6.0" 12.3" 101" 12.31" 04" 12.9" 12.3" So O_ 123- 16,0' 12.5" 101" 100' ii.s, 1 11-11 11." ITN. .1.1 +1 52 52 71 ig : 1 ly Is, 16.a" - 167 10. 13.0­ 1-F aSHILE ILL 2.S' SIDGE DINOTAIN Sir. I -tic C.00 3 61 44 72 21 41 0 $a 7z 6.2s, 6.21. 6.2" : SO 'a Ill. 10,7, e I'll 11 L 2S: 10.5*� .. a 23 241, ... 13.1", 12.F' $110', 7.4. T3* !Sm&@ AO' $I- Orl 6.2 94' BBBBBBBR .3" 6.2 9.71 � 9131" &23* ty, 12.5 61s" .3.2 J;: CW 6,2 10 4.� 33 TrW 64 TAPCON 41 $1 Zi iz.r 13.r. &I- ta- ,; I 1., 1. ... _1 i 6.2T' 12.1r' 4.t- 4.0" CZS. 20.7. 4. V 1 4.01' 0,25'- 10.7- 4,1" CO" 4.1" 4.0' LW 10.7" 44" 40' 6.25- 19,2- 4.1" 4.0- ,/I- I 'Ar on.", 33 ALL MINTO SCUD Iff +1 44 jtaCAO.7" la.r low I.x. lilly tz.111 14.01, sr, T.r 121V 14.0. it?. ,,� 1111. 50 12r 46,0'. Ii.y. , " 14. 0 " T V _A3� Its" 16.0" 7.1 . 61, . 11M 14.0" 7.7- 6,2- i1511 1COs 7t7* 6.2" 7.2" 12.5" 16.0" 7 7" 6.2' 12.9" :0.0- 7.7- T-r IIA" 160' 7,7" 6.2" 1 92.5" IS B' 7.7- 61" A/4'. k 1/1. omega 31 IlI.M. MINN.- 41 44 5z 1 &IS" It.$' 4.4.; 43;: 6.2 IC. 3" 4.0" 3.7" 9, " 3.6' 13" S.Z" - 3.r 9. V 313' s.r $., 3,v, 017F 6.21 N I'Soz. I.S. 3.3"1"" r "Ast 04imm PRMMRC (POPI CA CZ CM C4 Cl Cl C3 C4 CONN I"# Cl Cl C3 C4 UP r u4ND 13 -A_ 41 44 SZ F2 12.T' SAX" 12. V 16.0" 16,0" 7.5- 12.5" 16.0' 160' 6.7" 12.1' Ifi.c'jAG- &lk* lZrs' a.0" 15c.. al- 32LS" 10.2-' 14.1" LZ.s. io-5, - %,W 7- - F 71T 16.011 14.711 6.0" 12.7' 10.0- 14.7L. 6,01. Il.W' I r' H1.0" 260' IGAV 14.7- 6,11 12.W' &0' 11.5" ISO' 16c" L4.7" 6,6* My" 0.-' 12, W' 12dg" 16.9' 14.7" 9.0" ICA' 1.7" 50" 114.. ur olow 33 W6006comwe 41 48 D1041003VAIN, si 72 ILS" 16.01' 1&0" ICA" 12.5" 16.0" Ill" ?,0' 26.0- 10.0" err " "'" " . III* 12.i H.- zir I-T, H!": Ito', ioxor' 14.01, 9.61. M, 11.5 6,4. 1 3`1 3.1* II.Y' 16.01, 16.0" .6-1 S.A. 11.6" 5.6- 12.r. 12.5" lo.c. AO' 3 16.0- 9.6- 11.:: V41 1 1q/1V Mora 33 TAP ORD 'C%W 41 215`1 TW 16.01, 16,0" 26,01' IL3* 4 01' ILA" 2 Lo's 1.21T1114.011 lit. T1116.0" 11.31,� 0.2*1 ENRON 12.9r, 12.V, Ir .30 11 .1. ll:Z7 "N"a 4 WOOD 11101110 48 31 ?z 16.01- .6" 12.11" UI.W* 7.01, 34" 4,1-j ILL 1sx, sm, 112X ILT' 127 147 B.S., S" .4,0-.1 112.3' 4.1- 4.0' 6.211" a.r' 4 .?" I ANCHOR NOTES: 1. ANCHOR SOH EDULE APPLIES 70 ALL PRODUCTS CERTIFIED MARVIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWADLE SPANS AND PRESSURS INDICATED IN SPAN SCHIOULE SMALL APPLY. 2 ENTER ANCHOR S-EDU UE BASED ON PAWL FASTENED SPACING , THE EXISTING STRUCTURE MATEAUAL, &ANCHOR TYPE SELECT OMGN LOAD GREATER THAN OR eQUALTO NEGATIVE DESIGN LOW ON SHUTTER AND SeLECT SPAN GREATER THAN OR EQUAL TO SHUTTER "SELECT CONNECTION TYPE BASED ON APPACIPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON , . W PASTE E MD13 USED IN CONOUNCTION WITH ALL MOUNTING IMUSIONS I r.rRACK STUDDED ANGLE. ETC.). USE 6.25'0.C. PANEL FASTENER SINIONG TABLE VALU95 Poo ALL'1-1'- AND 'U'-HtADERS (INCLUDI No BUILDOUT CON=ONS), 4, ANCHORS SHALL Of. INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. HOLLOW BLOCK HOST STRUCTURE $HALL CONFORM TO ASTM COO KOCIl. 6. MINIMUM IM LIDMM OHNALL It AS NOTED IN AINCHOR SCHEDULE. 7. MINIM M 9MUDMENT AND EDGE DISTANCE IIXCLUD15STUCCO. KAM, BFUCK. AND OTHER ALL FINISHES WALL FINISHES SWILL Be LIMITED TO L/4- MAX OR SHALL BE vemLIFTED BY OTHERS TO ACOQUAI ELY TRANSFER LOADS TO MOST STRUCTURE. a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UNICRAC*D CONCRETE ONLY. 9 WHERE EXISTING STWURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD ViPjPY THAT FASTENERS AKE INTOADECIVATE WOW "AMONG MEMBERS, NOT PLY'WOOD. FASTMENG TO PLYWOOD IS ACCEPTAOU ONLY FOR SIDE CLOSURE PIECES. ILIC. WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAINUNG, FASTENERSMILL BE LOCATED IN 'CENTER OF NOMINAL 2- X C (INIM.) WOOD SCUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL OF G-0.55 OR GREATER DENSITY. LAG SCREW SMALL HAVE *ff LLIPIS PAN HBO OR HEX HEAD. REMOVABLE ANCIAM ARIE: DEWALT PANELMATE, ALL-POWTS SOLID -SET III BRASS GUSHING, L MACHINE SCREWS SHAU. HAVE ljr MIN114JM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEM, TALES HEAD RWA EAD JIDEW K OL NO, MVCMUM EMBEDMENT A14D EDGE 0167A eXCLUCES0STUC4;R0H it OTIR WA�LFINISHES. 13 NICE 14. 40 DESIGNATES ANCHOR CCINDITIOINS WHI04 ARE NOT ACCEPTABLE USES. is * Dina MOUNTING OWDITIONS. 16. LINEAR INTERPOLATION 13 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTM ON Tmlrs SHEET, F21 11 25 _11-0 CD a) C_ Cn -0 > 2 0- o 2 a 2- CU NN0 0 4- Cn a = M -W 0 5_ a 0 3r. C a -0 M 0 > Cn ._-0 E 2 '0 CIO N0 '102 ON. _rQ_ - - SHEET NO. SH 1B5 Leona, Now CLc a000 (on 93613 oK99 &vext7 hi I is ,OFi sgva,t_ a