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36488 Garden Wall Way
ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer U. Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES ILMENNAR� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N O c �y o d� W N c� o U c sowN m Gi o3. N d O [6 Co fl-w c d o 4 s 3 � 3 •- � � H as E o a. R E C" E I'V EED DEC 2 0 2022, w; a 4*. • . r J6. l/ • •E , cv S r r Q :F. �J To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) W of a co 8 N N 's v Y 00 '2 ti yM� 2s2s W Q C_J LL W 5 3 LLLL SS LU a Z_ mc°' o- o cp LL = co ZN OU W 00 U' C !9 a Z N f0 z z o v J a E31 N N z 0 o LL -d Cn ` V CJ i0 - U OLU s V) c Y �N V �_ _ 8 a LLr J = L dj =� 04 Q y 04 0, s o0 C w M Cl) o Z E z Wz � z� z® 0 E V (6 F_ � �O XU oa UO oU Z E ¢ F aO O X. w� CV d i Qo ry C No mg o z > Z ZNC U3 J m f m �Z a �W W w o z w a F- 'o o a= v z °3 C O 0 to T 1 > M rn m m 0 i... r- co C)c0 r%, i-� v U) m N �'•_ Ln L O � r%_ N O 0 0000 N U-) N Q o .-- d M M 7 w f6 00 o Z R Z E T c a. o 16 U Q 0 JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. C S -- ' - - --- n � n • i I'll I'1 �'IIIIII'R 1'1 I"II I I I it III .I I I. I I LI III' "'I 1! I - 0 KITCHEN O IL71 I P-1- � CI r0 �I KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = 1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW _ �- MIRROR VARIES Cr w / MEDICINE CABINET v cr>- D� ° Oz OZ U. 4 > N > hM n 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL OD TOILET PAPER I HOLDER v (V SHWR. SHWR. CURTAIN HEAD ROD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES SOAP c DISH o TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY 42" H UPPER CABINETS- 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 2" FOR PANTRY CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS COUNTER TOP 30" H BASE o 4 ILL CABINETS •'1N o r 60 ro '4 O o 'a 'Q 2x ih rD FRAMING o 0 7 1/2" GYP &4 `� N w I? BOARD FIN. FLR. ^ FIN. FLR. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" l'-4"Xi'-4" "L" SHAPE CMU COLUMN 0 (V rn A N OJ L' N 80 T v� TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL v 1'-4"X1'-4" J SHAPE CMU COLUMN 13'-0" 12'-0" T-9" 8'-3" AC PAD HIB Op 35-SH - - - - - - - - - - - - - - - - - - - - - - 10 - I LANAI NOOK 8'-0" FLAT CLG. AFF --- - I I o !- 12' 4' ---- .-TILE, -- 0 � t- }-- --r -- - 1 � I 1 I I �I I - a cn I 0 0 - 10 _ � Z I o - FAMILY - V) -- - - I �OP 8'-8" FLAT CLG. � - -, b ( ■ CARPET I � I r -- -- 4 - -2`� -,- 2'411 " - - IT1= -� ih _ 2468 8'-8" FLAT CLG. - I _-,: - TILE -0 N -_ JN - - _ I U) - FLOOR G.T.JL -------------- --- _ -REF ~ - - - - - - - - 16 - N M1111 - --- 15 - 5'-7a" 13- DINING 2 SPF 12 - STUDS w/ (3) 16d STUD w/(3) � 8'-8" FLAT CLG. NAILS @ BASE GG 11 CARPET 60 S3 TYP 10 42" H 1/2 WALL 3'_3" OR RAILING PER SPECS I 8 FLOOR G.T.- - - - - - - - - - - - - - - - - 7 E (3) 2x4 #2 SPF - - 6 STUDS w/ (3) 16d d NAILS @ BASE a p N O O 11 2 3 4 5 406 P V V D R ARCH &D -- --8'-8" FLAT CLG. �� f 2 SP F I 0 `L-- GG - - 8s - S3 W �' STUDS w/ H TT16 � TILE t -'--- -- r- -- AT BASE P oo FOYER '-- - PE K -�oc LA N lapColl a - 8'-8" FLAT CLG. - �- - -� - Q - 8'-8" FLAT CLG. D. i TILE S4 TILE _ ---- III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -- -- - --}- --- o - SW H1 0" 17'-10„ EDGE OF SLAB 2" BUILDER TO -� -0' 73 BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN I NOTE: FINISHED WALLS REQUIRED PER FBC I TO BE FLUSH. FIELD VERIFY. G_T. 8'-8" CLG. A.F.F. • - - - - - - - - - - - - - - - - I c7 -U ,, - - - - - - - - - - - - - 8'-0' CLG. A.F.F. - - J Z 1 ENTRY _ ____ o 8'-0" FLAT CLG. AF �54 x 2i'= Q a - - - - - - GARAGE �ATTIc =_ O C) 8'-0" CLG. A.F.F. 00 W N 11'4' TYP. @ SINGLE > w 4'4" STORY A (SEE AA/S3 FOR STEM OPT_)-- S3- - - - - - - - - - - - - - - I I ---- - I I I I I I I K I I I I I I TYP @ S4 j I O GARAGE I I 16070 OVERHEAD DOOR V-8" 16'-0" 19' 4" 5'-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE PLUMBING LINE TO SECOND FLOOR '--WIRE SHELF @ +54" A.F.F. a a W W I- W Z J 2Om �02j: . > OJ 3 -r 3 HB 0 M 2 U bo 0 50 = 0 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25 i S.H. 13 20 X 38 18' 37 3 S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 181X71 S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38 26x37 S.H. i H4 271 X 508 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 s 36 J X 37 3/4 S.H. 24 37 � X 50 1 36 � X 50 S.H. 25 37 X 63 36 X 621 /2 S.H. 26 37 J X 72 36 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 a 52 ' X 37 a S. H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 3 X 621 S.H. 36 54 X 72 52 � X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA 952 S.F. 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - A N N o N N CU d 'fl W 0 CIA y� 'd !V L a co 'a ]C a+ =W E s c d o =a io y ao � i d C O cr- iv N fl- c � �!'fi�o�Fif t t!!!!f!!rP f*i :N` OWN f�CC sr OF,ES (,iliblia�t` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CJ W v EEo 4 U N o V o c (0 CO C ��� W �r� N O - rii aj MLt Q JLJLLL LL Lu a. z r °; 0. o 5 i io O O °' m J z - NZ d ILWU5 ZN O U � CO) W ❑ ❑ V M � z N O z (D < :S J N to z o 4-J cn m O o170 A w N c � U LU I N E ® - J I z� () 'o 2 c CIO m ¢ e �Q N I� CO w C"). M i ¢ 0 a E 0 E: wLL ze u 6 9 0. o° oa zro O N � i aF i w S a� aZ w d U mo gK z N m S Q W z Ww0 N 00 Z a OU N` � �� sir a" z =3 �~ CD GO >_ a r OU IN P �O 0 = O m M a� L 00 co O 3: r*1 .-. -lecB O U) m N c Ln q Cal N O O N L0 N 0000 Q r � C:) /�/� M 7 w 00 o Z M Z y E T y m d U J Q 0 c J JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR - _ 36" RAILING 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING 16 115 r -- -- -- -- - 44- - - 13_ PRE-ENG FLOOR 12 TRUSS - - i11-- 1xTREAD 8 - 2x4 THRUST 1x RISERS (TYP.) r l.. 7 BLOCK _ ^ fi: 50 6_ (3) 2x12 " 42KNEE WALL WITH / STRINGERS ^ ( 5 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING `r 3 - DECKING Cl) 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = 1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. - including iporches,b l ni or landings, shall be not less than 36 Required guards at open sided walking surfaces, stairs, a co es nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM, STANDARD (3) 2x1: STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. T-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING SIN �N CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS --\ 3 D2 SIM. w/ (1) MSTAM36 @ BASE 5W O H1 6 1/2 33 SH D2 TEMP (Do., D 4-SH nn4" _ _ 1668 r-B.F. - iD 1- - 6 6 - 2-4 o I O BATH N14 8 i8 FLAT CL� R/SH 48x42 1 -� A= - - - _RECESSi v - TB i 1 Op H1 D2 6 TYP. @ D2 (2) 25-SH CORNERS EGRESS rMkAM316 G.T. ) _--------- E ir --t /.-U.. 1 L -�'L"- - - �- I I 36" x F. I 1 I AT 7j� 4==--- ACCE �IWal 8'-0" F T CLG ) --- FIT 24 �jTP I 68 OWNER'S SUITE V-0" FLAT CLG CARPET 4068 him B.F. 00 c o 00 � BEDROOM 2 N T N ____________ R/SH _ 8'-0" FLAT CLG - _ CARPET U) 12'-2" 4'-8" 4" T-6" - CD2) w 7 -- N M 10 0 F- 5068 2668 42" H 1/2 WALL I 16 B.F. OR RAILING PER 15 SPECS I J 1 14 S6 ------- ----- CO 13 TYP. @ 2 R/SH U N STORY. SEE o, 12 JJ/S6 FOR 0 00 TECH I 11 STEMWALL ° j ,°° T CENTER I OPT. 10 3'-3" 5'-7" 3'-4" 5'-8" T-3" ATH^-- 1 8 UAF. TILE FLAT C P 2868 6 D2 BEDROOM 3 4-SH NN SIM. w/ (1) 8'-0" FLAT CLG CARPET MSTAM36 I ---- - - ---------- G.T. @ BASE 11'-6" 12'-4" 11'-2" G.T. rri v MSTAM36 C7I a I OP - @BASE BEDROOM 4 3 I 8'-0" FLAT CLG D2 , G.T. i CARPET 00 I= o 1 1/2 33 SH v m I I D2 I I I I I L- - - - - - - - - - 9 25-SH EGRESS D2 /� l 13lC hi 1 2-10" L Z-10" L 2'-11" 9 25-SH EGRE D1 22 D2 (D , 13'-6" L 2-11" I 25'-0" I I I I I I I I I I I I I I I I I I I I L--------------------------------------J Q \F SIM. w/ (1) MSTAM36 @ BASE a) 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE -MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2,0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SIN SHEET Qri SEE SN SHEET 140 MPH Awmmi NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182'X252 S.H. 13 20X389' 18JX37i S.H. 14 20 X 50 8 18 J X 50 S.H. 15 20X63 18�X62' S.H. 16 20X72 1812X711 S.H. 1H2 271/4X26 26X254 S.H. iH3 271/4X383 26x373 S.H. 1 H4 27 a X 50 8 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 50 8 36 4 X 50 S.H. 25 37 � X 63 361 X 62 1/2 S.H. 26 371X72 362'X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 � X 37' S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 2 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a flinch -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 win dow opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ T-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - A M ._ r W 0 0 O s� o cm 0 cc O •- Q N cc Co •� Y_ O Q s 3 g cc W IJ W =dR� CL- 0 cGo i�t�t�lDO�fOt�h./z �.• -. ••� -�b QN X To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 W 'T E I- o N8 CR 0 V CT,.,OV ik LL C LL -J W o_ JLLLL W Z m e a 4 °C o � W i °' °' m LL Za a N O U v W ❑ ❑ z N � - o z o J - U) z �-1 � � o 4-1 0- N w O-� w $ N c "' �N = °' w A r- - 8 r s I =!. U a S� o �w ¢ Z COI) C"% w E Q E �NN E U cu ry x° o< 00 U Z E O N d < z <a g� < aZ ¢ w a? ' N = o U o m° � Z Z ,Z <<W J 3 <� 8 ZZ az CL � W W U o = w �- J= 0� o w� >? IIIJ� CD V- za a 3 0 O = co W 6 U W L 00 0 3 Cr -- = O m N LO O -a t\ ca N O 0000 N LO N Q C) 0 r- m �` M \ � 00 6 Z M Z N E T `m a o 6 U 0 Q p a) JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 1.2 - — - 12 5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. HDR. HGT. EXTERIOR PLASTER 1 DECO FLASHING ON FRAME 1/2 33 SH SHUTTER DETAIL �� \ 12 12 5� TEXTURED -0 0 CEMENTITIOUS FINISH ON CM SCORED STUCCO BANDS Fal Fol �5 25 SH ��� �� 25SH _ --- — — --- 2NDFIN. FLR. -- ---------- -- — T.O.M. ___ T.O.M. @GAR CJ / WEEP / ENTRY HDR. HGT. SCORED M r=1 r7l r7l��7� Ind 1 l� STUCCO BANDS v u E-1 El El El El El 111 iio � El E:1 F-1 El L] El El 16070 OVERHEAD DOOR FRONT ELEVATION — A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED STUCCO BANDS ri SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCf BANDS t. 1'-6" L. DECO SHUTTER SCALE: 3/4" = V-0" ---- HDR_ EXTERIOR PLASTER ON CJ CJ FRAME 25 SH - — — — — — — — — — — — — — — — — — — --------- FLASHING � TEXTURED CEMENTITIOUS FINISH ON CMU --—— --T--- F, CJ / WEEP ------------------------------ 25 SH 35 SH ------ ----- 1 _2ND F _ —T.O.M ------------------- ---- ------------------ _T.00.M / ENTF _HDR_ SCORED STUCCO BANDS LEFT ELEVATION — A SCALE: 1/4" = V-0" _FIN. FI General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 00 N o � W O o w o V aR O C /9 fJ N -c y O t4 �d •d ��e � 3 � i � c o 7 a' ' T y E Cc a� O\N R O F•E S' •" f�`l;�,rf1ltlttlllt",�.�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W F O M 3 a R N Na S 0 a,D $ �2 n N in C, N '7 Q C J LL W Cc u_lL I d J Z_ z'0o W $'�N(p 00 W Wo 2 OR ILZ�M Z N OU ofv W ❑ El 0 Z N Z § �18 z o v z CZ �-J 0 s �N W � a V 0 w g V J Ly N U r— E i W t $ I = d U °� Q 00 0 m • S� �w Mz o Z 14�_ C6_ E a �o p0 >p QN =_® °a O x° �¢ z _° °a Z N W W z � � •..-.. f�6 C ¢zz p OY m p °Z Z in >Z <Z d <ti 0 Z go a 3 LL 0. W o� a � o w= w �o mill� f0 � z °d d r °° 3 0 c 0 > M 0 rn m C9 L 00 co A _ 0 f� 37 V Y — O U) m � N C L0 ate-+ CD N O N 00 0 00 04 U Q to `O T a� m M \ co v; 00 c Z Z :3 E T E c 0 U Q p _J JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 2.1 I 1 1 L Tlf cc I T.O.M. HDR. HG- FIN. FLR. EXTERIOR PLASTER ON FRAME 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 ------------------------- ME-- 1/2 33 SH ME CJ (2) 25 SH _ T.O.P. HDR. HGT. ------1------------------------------------------------I---2NDFIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH T.O --1--- HDF --�_—_ FIN. REAR ELEVATION - A SCALE: 1/4" = 1'-0" co rl n C M flI Ann nUl A lnl r Ir.1 C%TAI 1 r7M AO rlrrl RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" :RIOR TER ON 4E 'URED NTITIOUS ;H ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES' ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N 0 N 00 > W U O C_ C7 �La-a N 47 O fa d CD d� 03�s� U =3 m Y wa y C7 W i d C C tea•`° E o d U 0 f�N�►y��i \\\\\tluu! 910 •. h' O F E SS\ !� t�illll!Il�\ �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) I- Q tE 8 C N c 0 W , N Wy yo, Y/ �� � r r J M ,C ti My 2S2S * LL C J 2 LLLU JLLLL 5 a —v a Z L N � O N (p O it W Z LL co Z j Z0 m w ,ro N Z N oU 0 W W ❑ ZN M O Z 0 z o a v J N z 4Lij N ° U OW U')c l/1 8 � N ' U w L U ui U o' Of 'n 0 Q N 0 • co o W M o Z � � ce E zo gZ >� <N d E OU00 w0 �® oa �O � 0V oZ Q Z NZ i < wg <o wZ C c Z x ;g m 0 o Z oZ Z in a� a w 3 CL F 0 w ZZ go a 0 w W zla ar ov 3 0 c Q > M 0 m rn m 00 CID r :3 o �_ r .-. < CrY - O m N N L.n Ip -2 � r d' M C) C 0000 N LID N Q 441 o ,-- m Z' 00 M iri 00 o Z Z E 1� c a Eo0 U v N Q p c _J JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 2.2 rr.ear.war�ww�.t.�,1�i,.,uruxY■7Wl�H�tru�IW ■ �1�� � I���I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER x14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range #6 to HVAC MAIN -� 1 so=vo 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. INTERSYSTEM jisoonnLe Bare Cu Ground BONDINGUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN V EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PDB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ❑TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH l� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" Li SWITCH DISP( Tl VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER i I C KITCHE DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD GFI WP DISC. A / I I 11ENTRYWP DB & GFI TO / GFI BE ALIGNED — — — — — — — VERTICALL I I I 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS li X W LU I_ o LLJ Z J 07) �UI=— jo� COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN —A ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I L----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN -A c� ti a N ao N F-- d � W O c M C.) N — m y t0 c? .- �y .E m O J ..Er N Na v y ¢ c Cu, Cu, o iv y 1n> in y a _E �o a � 0 N N 0 N O 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA a $ v cW0 n r J ni N M d. LL LL W LL a (� w a Z m = °' w r 9_o a' (d N tD °f to Zo m w Z NO Z - I - ILW � V N OU 0 Z W El M M z N § z 2 N z � � 0 < N z o L W � o a V O LLJ 8 N v f— E el U) _o ¢ N 0Cn so w Mz o z J L.L. ce E z z 0 � ¢' > N d o E U � wj Z0 0a Co410 t a OSU 01 ZiLqao 0 oz . to N Ca z m� o ZLL Z w y gz Z o Cn g0 g X w W C) 3 sir =k oLL 3 o GO wT 0 0 r cl z <3 C 0 O T i. W m to m 0 00 c) 3 Y O U m N L ,it ICU N O 0 0000 CN N Q o T o w M r 7 00 00 o Z l0 Z N E T d`ai m o m a E a m o 0 _j a o JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 3 r r r ri r"n nnnlh I' pll III I'I'I I lit II I I 11 - h — l _ ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation See Elev ( ) needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — A SCALE: %4'=1'-0" C O i=+ CV d o 7 W �• N n O o m w cM.l �loia A o L H M d O A 07 di Iz 3, A m y W r+ icuC C N fl' A E C2 d GJ O F`4':4ii11ltB0r�p�� / N1.1- x _Z 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) a cli 0 6 0 4% N W A 2 Q co � # LL m LL LL LL W a Z 13 m °� o _ �o Q' o�r-co o o W i) T m IL . m Z a J W O ❑ Z � M o Z � z o Q v U) d � .1 �/ I z V C1 � C 1 T1 LL Vi W � Q A V � 0 W 8 v , C �N U W Re® J H- E m 8 =� _■ = O N O 4� O C w M M i o 2 IJL a. O io — o �� y�+ � 0 i® ❑a E U z H o 0 p¢oz az U0 ww N t o ¢o a� w0 d i . ra z m p O¢ z C: m � Z >Z rn J 33 ¢ ° z Z z go a �w W o a �o' O co° A a= 3 0 c O M �y LL O m rn m c7 L 00 co :3 O 3 V co V) m LO OL d' co N O 0CNI 000 N N Q C 0 T m � M iri 00 o z z E T m m c c d o U -j ai a 16 0 JOB NO : 22-09406 SCALE : AS NOTED SHEET NO. 4 11,11111 11119i, v •e ,• , • k, #5 CONTINUOUS e %, . • r REINF. SEE FND. FOR •,, ° ,,,,. , �'% ," QUANTITY #5 X 25" X 25" CORNER I LBAR L ONE FOR EA. ' - HORIZ. REBAR, TYP. . • '° ° v ; , U.N.O. °, . ° , ° - ° - ° • •- ° ' ° - "Alternate: The reinf. bars shall be - - ° - • •- ° - ° - ° cont. around corner by cold ro:s., bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN WIZ W W M CONTROL JOINT DETAIL 13'-0" 12'-0" 11'-8" T-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) TYP. @ L #5's E.W. PORCH S3 LCPAD — — — — — -- L■ ■ ■II ■ q I INDICATES FILLED C LL I I p I w/3000 PSI CONC. GTOUT 50 FROM FTR. TO BEAM w/ (1) #5 C) I 10 T ■ I REBAR VERT. ABOV SLAB. TYPICAL @ ALL PLIES I I SHOWN. HOOKED FIG I I DOWELS w/ 17" EMBEDMENT v w/ 25" EXT. ABOVE S B. I GRADE 40 STEEL C.J. HVAC CHAr E ■ I------v BASED ONPROVIDE 1 1/2" RECESS FOR SGDMLOCATION REFER TO MASONSS3 I I I ih (SCOPE FOR WIDTH. I � F I ■ I I to III ■ 1 E El C.J. FF l _ II — — — LD.W. J �� I TYP. @ TWO 10 3Y" MIN. 3000psi CONC. T-8Y8" I 4'-1" STORY SLAB FOR HERNANDO CO NTY ONLY 3Y" MIN 0 10 0 I- 2'-6" x 2'-6" x I10w/(3) #5's E.W. 25 Opsi CONC. SLAB U ■ I OUEEN F� I it ■ VAPOR BARRIERE I I� U TYP GG 1 F S3 •—+— — — — C.J. _ 1 • I I I I I II I I I I I ■ ■ IZL --j ,I I 1'-0' 1 CV PLUMBING GG W. I I STACK C.J. _ S3 _ 13'-1" 2'-6" x 2'-6" x T-O" 1'_0" w/ (3) STUB UP 1 #5's E.W. D.ITO I 2ND FLOOR -- ---- _-- FOR A/C — —, I — K 31 /2" C w I- N S3 S3 I I I WZ ■ ■ ■ ■ 9" 17 9" 1 2 O w Uj LLQo 1 o I � Z Z w 0 1I'-6" T-11" N PROVIDE 1/2" X 9 O¢ 1 >-j co ■ 1/2" RECESS FOR ¢ a ■ FRONT DOOR 0 Q 1 a TOP OF CONC./ PAVER TO O = v °� BE 4" BELOW FIN. FLR. I �- I wJ — r — I >W ■ I I ■ ,1 -4 4 -4CN C.J. C? L `r s3 I I I TYP. @ ■ I I ■ ENTRY I p I U I o J I 1 (2) #5 VERTS w/in S3 (2) #5 VERTS w/in 1 HB FILLED CELL FILLED CELL — — — — — — — — — — — — — — — — — — ih ■ IN ■ 5'-8" V-8" 16'-0" 19'-4" V-8" q r 0 v 0 E0 00 (: O io v TYP. @ SINGLE _ STORY r 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING z 0 Q 0 z Z) O LL` 7 z 0 Q z Z) 0 MONOLITHIC FOUNDATION SCALE: Y4"=1'-O" N ,o aD c � !V > W O y N O ►. N O f0 « Q N Y �d > C2 O U = Q <O y 67 i7 y E� c � o a. w 0 .y%Jftl iilll!0/1�,r/ —j • " '� 4 \o FES lttti1l11 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) g $ ci (0 o _ m c- � c N n rP r.� m a M v V LL I LL 111 �Z @ LL I d J _Lu CL t mo a' o > (emy O W 05 m ILZ � Z0 ap Z N C' W ti (D Z N io O Z Z O dd a v — aLO U) z v �+-j � U O U1Ln wD' o c U r— E 5 • C y N 0 �� see o �z Cl) M z o z < LL E w� � zo a� a O s' w z® oa W pQ 00 OI N a0 <o Ww �� W� d rQ _ C z '0 zO � ''< Z a) a� C!� J g F m w z z N 3 a 02 z 5'zw a W �LL = w¢ =3 �� J o CO �0 a is 3 c O 0 > (y O ai rn A m N 00 oc < Cr Y O U) m N C LO O M N 2 O O 0000 N N Q 0 0 T M ` 00 o z M z E r— E tll y ca d U J JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 5 4 A�:.,Fr� l COF c oc ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH IENGINEERED CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) I VALUE DENOTES SUCTION a=oft —5-----7— G) 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 I NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD EDGE AND 4" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 I NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: SHINGLE: 7/6' EXP. 1 (24/16) or1V32' EXP. 1 @3,6) I I I I I I r I I TILE: 1%2' EXP. 1 (33/16) I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I —I-- (5 I r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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. 2 ROWS 8d @ 6" O.C. =BE E SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. HE ROOF,SUB-ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TOJ -'—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES-) @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @TRUSSES STEP—DOWN, WALL TO TRUSS � SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 565 535 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 G HHETA20 H10A 2120 1040 1015 10 - 10d x 1 1/2" 18 - 1 Od x 1 1/2" HTTA20 RT16A 2375 1020 1160 11 - 10d x 1 1/2" 9 - 10d x 1 1/2% 8-11 H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1 1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 10d P HUS26 1320/3235 ** 1335/2820 ** 20 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q R HUS28 MTS12 1760/4095 ** 990 1720/3125 ** 860 30 - 16d x 3 1/2" 14 - 10d x 1 1/2" HUS28 MTW12 2950/5090 1195 --- 1005 30d 16d x 3-1/2" 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ER (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2"' HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 335 8 10d SP2 1010_+_ 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 1 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: 4"=V-0" CO o N -o I— > W s o C2 C f0 C•% N c6L-a N R C a- vi'ooso E s y = a cux � 3 � cc" Q d c N CL c E � o 0 f� \-T • �. l� :OOo °•��'liddi)b�.5� the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 0 E 8 I♦ U 6 C 0 N N 00 ���'R S 46 M Q M 0 J Co LLLL # LL LL W a o Z 6 = °' �_ 0 �i Y 12 f6 N O a) LW Z co NzaJ co w �n VZ N O U W V M � Z N O O [�qy z O Q Q J N W m Q a �V O c $ Cn U � Flo Lll J t 8 Q m L Im ti o CD C> J z- a w Z Cl) p � ¢ J C E O o -0 < <N Z ® U Co o � x, a� w0 �0 �¢ Z N t fu �z o ao ww m0 �c z <E S U 0 p Z F Z N J N �� o. ¢w Em ao W U 3 Sao ' 0 C:)F- Z W Y 0 a � IIIIIIIIII' =a °� °O = >M O N L 00 i0 I--. c r :3 O oo . 0 y co O U) m N c LO .0 0 O LO N 0000 N a O r ci E M 0 N 00 o z z m E T— „ca ca F, U JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 6.1 , u l _, I r? 1 11 1 1' 1111 _ I I I ' I I I (2) TYP. Cl C 11 25' -OI I 51_8I1 191- 11 RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r "Q HIP -35.94 -49.57 -49.57 -49.57 T 10 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 -t-----T- \�O 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 I i� I \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I QIr/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j O l l (D j SHINGLE: Y16" EXP. 1 0116) or t%2" EXP. 1 (3716) TILE: 1%2" EXP. 1 (9/16) I I r I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3%" 0.113") NAILS t I I I_ + iG I r I L_ r �+ 5x� 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/z" 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. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1 /2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 112" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **` DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). 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 e1102 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAMBELOW. TYP. AT INTERIOR BEARING U.N.O. 2 PLY CARRIER-J xCONTLEDGER ROOF FRAMING PLAN -A SCALE: y4'=1'-0" (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS a 'al 00 N � c 0 0 > W � � o >_ co C--;'CV v ao >x u. a = m CD - N 0>t G d E s c v'3 ea ea y W o o.- u m W c o 0 N d- � E 0 0 d. U 2 Ii1/Prot` T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E H g8 a_ o N cf 4,,% 40 N W C °°°� co J NMv� # W .4 C J LL W u_ u_ 0 I^ J 't 76 C C t1 rmo� w� _ 0 O W 7 m N W �pjO1 m w Z CLCO) M Z Q ZN O U U UUi W ❑❑ z z � 8 z a � d u'i U)V)o z v 4 O w $ l/i c N U L ' J �— E � $ I SJ U Q W N 0 r. 0 oco 9 w o z a LJL zo o° >N z® n O c V `ate 0 w¢ Z (- CD E g as a p 00 oa az N It L ¢ O m - ra (n C _ U " 0 O ZLL z Q! N J rb Q W sz N 00� a0 LL �w W >, ao h� �_ =3 O cD wa iO a OU za EO >M m 0 N L 00 co T Y O m N ~ O "° C7 N O O N LO N 0000 Q IT o T M M � W 00 o Z Z 7 N E l� a EE v U _j Q p c JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. 6.2 { oa o cv a� -o > W v �o 'O m X N y > o VC, G� � Q is y ar � � c o .a sn c � E ro 0 G. u 0 i 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. H o � 8 0 M aI 0 U)�� N_ J NC66 Q C J LL Co LL LL W d Z J a' o u j o. 0 �N(O o W ro�°'°> m w Z IL L- O N Z Q J ZO N U 0 W ❑ Z N co Isms Z m Z r= Q N N Q) V O U c W lL O W O t— (n ' W t— C J E m r z Q t ai 0 N O O W Cl) CO0 1 Q Z a g J LL mE � � W oo<CL N Z N � O U Z Z (d ra O z r a - 00 0 u 0. 0 Q w w N o a� ¢ d _ U) � UZ m0 0 E Z m Q W Z N pp Odd Z d0 W 0 <o N W -) �� p WF E2 a 8 x z� 03 0 C O 2 >M O cc N 00 cv T O Q Y O U) m N Ln (.9 N O N 00 00 N Q o_ � E c M � 00 00 z f6 Z � E N T c m EL U � Q 0 JOB NO: 22-09406 SCALE : AS NOTED 7 3 x w r` N i CD 0 N v 0 00 0 0 0 0 rn 3 0 r a E m E 0 x v G7 t� E2 U v U Jr iu .a i 0 -6 A tZ N 0 00 a 5 a 00 0 0 3 r a a� v N 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. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 102). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklersysterns including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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 dilution. If rainf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - C ncrete oyerpo and mortar along the foundation perimeter must be removed be ore exterior soft treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barber must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N c 04 U 4 C, W a c O u a� o C f0 C� N =�-a ca o •N .a N L en o o J Q N Y � 3 � io d d a of E. a E o a UA US To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W F �E O M 8 Li 4 CS a 0 _ °° di Q 0 CO sr LL J W u-LL a auYi Z mc°� ,29 3 roc �� nrn 0 W Z LL W `n Cl)Z d J z N OU W ❑ z o IM Z C. ¢ �- h N ch- N z C� o W C 0 - a--+ (� w W U Ow $ LA c y U mi•... J E ¢ O N I� co w M 0 o <� LL E 55o gZ Z>Z� Q� a � wE � �® oa ca I- r6 f0 9U UO W 0 ZO O N � 0, a� o Q ¢< 0z �� -2 79�L rp p Z2rT U o ZLL 2 Z .8 ><W J am sz cn aoi Q3 $ Z gZ �w W U -3 0a aZ F� g Z Qa = 0 yo IIIIIIIIIIII� i;, 0 c 0 >M O Of m W L 00 c ;� C:)a- � m N o N C:) 00 N Lo N Q cD 0 m 00 CM T ti 00 o z Z E T C13 c a E U ¢ p c JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. SN nrr+'I,Ifl1 111 '1 II 11 I 1 3 v x w 0 i 4 N -0 cn C, 21 0 v N 0 3 C Q i a E H x C yC J rn N 12 v V a i a 0 00 t� N 0 0 0 0 CL N 0 00 16 0 Q m rn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ... I'k .. I�f) .......... . I...y :� �..'....... 11` 111 .... ,............. 16GAx1-1\2" LONG (3/4"-1" CROWN) ..: g..............k..k...'................j. ..... MAX : 4:1'. I:::::::'::I;'::'::'::' 16GAx1-1/2" LONG (3/4„-1„ STAPLES @ 6 O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 O O 6-0" a - c� STUB -OUT FOR 0 GAS METER _ � U O (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x 5/8" or 3/4" wood panel — 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL rn w cc CONT. #5 > STD. 900 HOOK BAR STD. 90* HOOK BOND BEAM SIMPSC w/(22)' NAILS 1 CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION r TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. r i 1/8" min. } Small gap 2"min. i 2" max. 4" max. Web Stiffener Fastener Schedule _ Joist Bearing Location � Series 1 Depth End Intermediate r p 9-1/2" 2-8d 2-8d - BCI 5000s® 11-7/8" 2-8d 3-8d r _T 14" 2-8d 5-8d Clinch nails - ? — --- 9-1/2" 24d 2-8d when f BCI6000s® 11-7/8" 2-8d --- 3-8d possible BCl6500s® 14 2-8d _5-8d 16" 2-8d 6 8d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d 2) web -flange connection. g Block solid between joists for full length of span. �L Ti ht fit 9 ' _ _ ._. BCI 60s® { 14" 2-8d 5-8d 16" 2-$d -_� 6-8- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " - 3-16d' 3-16d _I 4 Place joists together and nail from each side with 2 rows of 10d nails 1 9 2x4/Plywood/OSB web stiffener - 2" min 4" BCI 90s® 14" 1 5-16d 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or max. 16" 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - - - - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1l16 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 KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking I I.... 7n /1 A-1k ....:1....4 C" .... Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 1_When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. co 6„ A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION - AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) --11 ICI I I IT-�-11 _I I Nail with 10-10d nails. Installtight to top flange. SLEEVE THRU STEM " SEE PLAN FOR •. a • .. FOUNDATION INFO STEM FOUNDATION GRADE REINF SEE PLAN Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. r - 1/4"-2" gap �- Backer Block IV "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height �r requirements 0.6 X Joist ° �° ✓ T / depth � o p f�e 01 a_ I -JOISTS BUCKETS N.T.S. /,vu unmoC 4 rvu - SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A * • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE -- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE r—PLUMBING LINE d L a e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d ° e A.I. 4 ° ea G e -1 JeA SEE FND. PLN. SIZE & REINF. cv 0 N OO N o CD o� = SO V N _ -o m x C Li N ca o 47 Q N O W a' d C, as � _ .¢ W.0 G N Q,� C O O a� 0 s,a4;yi6Et j�E��or CJ`t�0•4& L:a t it 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 f 0 9 9 Yr the structural engineering portions of the drawing pages bearing Engineers signature and seal. E � M rj�n # y' C7 V LL Q C J w w J L_J a Z mC:O' a i 4 Z; 00 2 0 W co °� °i m w LL Z N Z Q J Z N OU v W ❑ ❑ V M !P Z N h 0 z z o v J a N zal v c; o LL n ru w m 4O w � I Ly N N =°-' f>3 U ,,, m E 8 m IM mp 0 U 01- 0 N s� w M M i o z Z < U_ �p zo w >� 3® O I_ wgo ao XU K cc C O EC oa �z a= Z N t S �w d .L ai y m0 O¢ Z v J m d <W g (n � 3 F 0� Z �3 a. d ui w W ?3 :� > ¢�¢ 3 o ~ <Q MO Millc0 o ;o a OU ZI¢ 3: 1 O >M 0� Oof lV W L 00 c0 �-. Y O U) m N I— C O -P M N O C)0000 N Lo N Q o � r (D �' MM \ W 00 o z Z 3 N E T y c 0. E 6 U ¢ 16 JOB NO : 22-09406 SCALE : AS NOTED SHEET NO. SIN 1 LL, N i a CD N LO 0 CD 0 to V) 9 0 3 Q g E 0 2 v c N tZ 0 U U J' 0 i 0 U J LZ CD 0 S o_ N Cn 0 a 4 FOR UNDERLAYMENT 2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. a 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 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o e ' t:T;) SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM _ e T: D _ I— I —I I I �- D7158-CLASS G or H, or ASTM D3161-CLASS F, IN L1—J1 ll! I 1-III—T— —I , • —T 12 ACCORDANCE w/ TABLE (NP•) VARIES R905.2.6.1, FLORIDA BUILDING PF CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 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 1x2 PT WD FURRING @ 24" O.C.--//FINISH 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 CY) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE i`I ' e C r ° � 00 Z ch — — — o0 6 MIL VAPOR_ BARRIER D 4 m D • • COMP. SOIL. ° T- (COMPACTED TO 95% MODIFIED PROCTOR TTTI I 1TTTT[ TT1 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" 1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL U 4" V-8" (2 STORY) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB ---\ BLOCK WALL BEYOND 14 O.H.D. RECESS �z �Il �u :,ice! dll SEE A/S3 ORJ/S6—`_ILrMiI I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 6;d- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR %$' GYP. TYPE "X" BLOCKING @ 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %"GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 11 "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" 11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS —\ ELEV. 4-3 1/2" z 31/2"MIN. A.F.F. '0° 2x4 CONT. U CD_ °. ° — 1/2"(min.)-4" I.. - N 00 e • GARAGE DEPTH VARIES 31/2"(min. -4" (2) #5 CONT. rrTI TTT �B� U.N.O. MIN. GARAGE SLAB AT STEP TYPICAL BEARING WALL Cad STEP an SHEARWALL C SCALE: 3/4"=V-0" 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"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ r 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 NOTE: - *FOR BEARING WALL - r W/ UPLIFT ONLY - NE FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 a. ° a , d SCALE: 3/4"=V-0" S3 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. "SHEAR WALL" SCALE: 3/4"=V-0" CEO" 011 11 SEGUP pGS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\NX�o s INSULATION PER FBC AND ENERGY �/ cON•10N FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH e °iLU r1/2"(min.)-4 31/2"(min.) - 4" y = ill- (2) #5 CONT. 4 � "' g LTT U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 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 —� E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0.° Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi .pJ M P. FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] — — 6 MIL VAPOR BARRIER D ° ° — — °O T #5 REINFORCING BAR R 1 7/8 —� ° ]�- z Trr�rT'Ji - 2 95 1 AP SPL ICF • COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)m 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. GRADE -(1) #5 REBAR w/OPT. ESCRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT CV M SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR A. -3 1/2" a CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ � a C � 00 Cl) 6 MIL VAPOR z BARRIER — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U C/) e . g w e 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SCONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. N —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 �2-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS E > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH , Esw U) a BRICK PAVERS or SLAB PER ° 0'-0" FIN. FLR.� COMMUNITY SPECS ION -_ TAPERED • -. (2) #5 CONT. =1 Imo) fl ON 3" CHAIRS 8" 1,_4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH D. �- T O 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIESr6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 ' 1 `#+ 8" FOR REINF. INFO. l 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. ( M SCALE:3/4"=V-0" \., S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 00 GRADE LU C7 • zl-W W �n.ww z SON= • • • • - z LL c Mali LU - - FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 % N 00 c 0 N c := w -o O O CM C r0 C.) N _ 00 x �LLa Vf .a N L w aL.. c a3i E s c 0 m y w a � E ev o a � 0 . ra .J •�J '� N•. t.'� < ry P. •��• 4 F ti,v RoFESS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O 12 a O 9 N N N FA N # inN N n n u7 M � LL yMsf Q C J LL W J LL LL d W —� a le 0 Z i 05 T . m m Z Q J ILW K 04 �ILn fV 0 u) zOU W ❑ ❑ Z N (o z � S z n m M U) N N zCz ro W ° U O—� LLj o \/N c cn t s = o co �w z� o z Z LA_ E Q a o E u < Z O UO a� °dz o< wz (V i <g w d C � C < OY U no o O¢ z Z N J ym QW sw o <° d o� LL a �w W �LL �3 o _� <� _� ;o co o w o. _< a ° 0 `O = > M/ N I..L O rn m 00 `o :3O CrY O a- U) m N N O 0 0 00 (v � o .-- N m M \ j _` 00 a Z m z M ti E T N E `m m a .. v M 0 _ Q o c JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. S3 (MONO) f , ly rwl Sr of ''fnl I fill, Nil I I 9 �TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 12x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TOEEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER 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" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .• STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF CL TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. 414 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER I r-, I FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \J� —DOOR OPENING DOOR OPENING fit 1/2" EXTERIOR GRADE SHEATHING CRICKET AS - FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L MAIN SPAN TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SCALE: N.T.S. S4 MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, AND FILLED W/ GROUT ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(l)#5 FOR CONCRETE PLACEMENT 7 4 a a a d 11 a a o a o , 8„ STD. WHOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL, O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J LU r LU 0 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE .:( GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a °a a 8 a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Sic ZNO0 �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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE -7 NAILS TOTAL) EA. SIDE OF DOOR 48„SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn i i rw� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED o @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ri (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 //'--10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"X10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SP4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SPi LINTELS SIMPSON SP4 SIMPSON SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON RECESS SIMPSON MPSON SP4 LINTEL LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE r 2X BLOCKING I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" OIC FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. S4 N G CIO '. (y -o ca > W n I o=a r- cam-. = _ `°mx "- a- �o y d O N Q 1, d d F c o=a d 3: 1 R d � d E A 0 Q- t� 0 tW frft��{Ad''s F C3 N zz r/ CJcl�` r. ✓U_ W r ••• C' •• V = 4 F .......... \ R `OC1,\` 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 E 0 04 CO Cf N FAa o W N O LL Q CM J LL W J u-i� a Z— 'o a F, L M, o _ O: £� o @ N t p o W co . . m w Z Co c� Z Q J ILOU 000 Z W ❑❑ U 2 v Z N M z S z o� v J a N z U s l T � U 0 WQ) s N Ly N f6 U w N E W$ _hl-,' =w C rn T Q r• O N CA o c z z co 2 o Z LL E a O Z Q N �® N O U go xU ❑a Cp a U z _ N f6 ao aG o °< w z rr ro � � z OY U ° O¢ Z z� N>Z J a z rn Q3 a Z N W ¢¢ F O as O r ;a `T ¢ iIa x 0 3 0 c 0 = OCD @ c� 00 co C)cv Cf Cal O � N LO 'a � 'Cr CUN O O 0000 N Lo (V Q o T E c M 7 ih 00 Z Z E r d «? Eo0 c R a p U Q p JOB NO : 22-09406 SCALE : AS NOTED SHEET NO. S4 .I,..,,1-. 1' If ! 't71 III I _ - Al _ 1 II 9 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16 O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S5 MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SCHEDULE FOR EATHWGNDETASEE STRUCTUL NOTES AD IILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 45°± z 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX, 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • ' 7/16" OSB SHEATHING END ATTACHED W/ 1Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS W/ 1 Od NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ V FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2)1Od EA. END (NOT REQ'D WHEN /• TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & • AND 12" O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS \ 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO �. MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r f X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� 00 ;o SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w! WOOD TRUSSES _ 1/ (2)16d NAILS `° � 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF AT FASTENED AT11 It BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & ( TOE @ EA ATTACHED W/ 2 -16d NAILS @ EA. END 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" ( ) D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 41/2" OR EQUAL FIRST (4) ROWS OF 0/C w! (2) 16d - (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/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 HGAMIOKTA 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" PLAN FOR TITEN TO CMU 14CSEE CONNECTION ' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) Ia 2X4 "T" ON TOP OF PANELL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION -71 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ;T, 1 Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r- TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g 1L SEETYP.WALLSECTIONFOR 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 (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vviv i . v��nn.0 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d —77 ( NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER FASTENED WITH (3) SECTION 3 SECTION K"4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. : SCALE S5 REV. E: N.T.S.N. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • O z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—CON I. BEAHING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Iqq L 10 r � STOP CHORD 2X4 #2 SYP BRACING 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 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) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N 0 N 00 N C)o 'Z a� o o C A tb co CV x ="a cc C:, N z p 3 = Z a a Y a� ar uta =.did c o Vf a A o a w dl008,lIe-11, OWN '<� LL ts eb Fc 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. Q E N N m � c r w �00 Q N O qy y ejco V J C LLuj -j a Z -9�u — °; U.,a L @ o� o Ir W Z n�4jO' Q J N M Z Z U O0 W ❑ ❑ CD v co z N0 z � to o < V J a_ (nvl z a � o LU 0 w g LA c U E z 1! $ { x i U . I c N Q co • �0 �o M w M M < o Z < �y Q E O ZO wLL i >N aN Z® oa r0 X OU U 0 0U Z E NC d r �� Q MMz ww a�i L pp Go K J m2 ca c z U Nm O �z Z >Z Z y1z a 3 a 3 8m LL g° a mw W U KE It: ~� o �E J << �I3 >° co l a C C)i O > (� Cm N m W L 00 co I- :3 c) ^ 0 co O U N co LO O -E n N O C:) 0000 N Lo N Q o T E m 00 M i6 oo o Z z E T �' m N d EO 0 U a Q p c —j JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. S5 .I � ,� •crr�.n � � I I I I it I I' I I I I � I I � o+ 3 x s w 0 a 7t N 0 V) 0 0 cc 0 I S4 0 rn 3 H 0 i c. E x c c a� C� 0 v U c 0 0- d: 0 0 U J N ti 0 0 0 0 CD 0 0 0 a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN _____� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c C14 ° i T — 11�T�—LTI 6x6 W1.4xW1.4-�T1--tI I n ° a WWF OR FIBERMESH�-����LL'�I -III—III-111 III e FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. U jINSULATION PER CHART ON FLOOR PLAN rB Y R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT N EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "' I IT, -T� (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ L re *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS "END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED o z_ PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W! (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREEDLL ct INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2"V. NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-01. S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a T• .—�. . .A .. , 4kA d. ° IIr dP', ,• CD . TIF III- ICJ I I LIFFI I q- 11• -1 (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. n 15/32" OSB EXPOSUREIAl \ SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL r HEIGHT SHEET C z z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F- F SHEATHING w FF 2 SOLID 2x BLOCKING @ ALL 0 C O SHEATHING 0 EDGES (SEE OPENING SECTION X-X IL L) C x Fr x E LU 2x STUDS w BEYOND. y SEE PLAN O A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL sra" SPACING S 3/4" S 'I 'I 1/2„ S 1/z" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI(:AI a SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) o�TFR\ F?0 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Jg" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT w PENETRATE SURFACE MORE THANYe". C z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL z LF @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. D OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i I STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o wl 8d COMMON NAIL Lu w LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y ¢ O aF rr O O U) wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. N 00 0 00 LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O H MEMBER IF GABLE END w NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAU @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH , C " 4 ° .� d ad ° a• M -III—III—I I I_I I �' I�IIIII�IIII1111A. A.e ��I,;IIII d I III=III=� (3) # 5 REBAR ON Y CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1 (2) 1 2 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— CD rI I I ; ' o IZ @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 CV � 0 N o Uj aw o ci c V` V _o C V N Go L.LLL. N C 0. cc o 4 d N d a CU C O/ C L 3 3 M is y y a w• � d y C O N L C7 =E o a � 0 ,OWN t;_' •Js( �J hh� 'Ef�,;f;llal2t� k\,t\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a vE 0 0 C N o « 6 N r .0 93 1 0) 'L :12 E 0 Q co q C -j Lt W JLLri. a -ern a Z L fe 0 W r o ] @N W IL� 0) U) T m w 04 MZCi QJ N � O U 0 Cn Z W ❑❑ Z N 8 z � z � � a N c� _ (13 w W Q A l0 V G) 0 w s V1 c N LU asm S $ = ' E Q � 0 M S0 o 1w M o a � E =o �� >� <� Q �° ?® ❑a I— XU �< U 0 U U K Z O E N i �o Qo az Ww WE L ry C z .y m o OK Z z -a�i NJ "U m'<w ¢ ° �z N g� QO CL a ww W 3 $" z x �F �o o C:)a w¢ � � zla � 3 0 0 > M L.L. Cm m C7 a) 0_0 = 0 Cr - 0 U) m 3 N 14-0 C L0 p -E .0 co 04 O 0 0�0 N Lo N o T— CM 00 o z z E r U a ci _j ¢ o JOB NO : 22-09406 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 �0 W 0 i a N f 0 0 0 N i 4 20 C Cr 0 07 3 H N a E E 0 S `v CD a� lz U O 0 i w 9 0 a 0 J a� tZ 0 00 0 0 0 a N 0 0 a m N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ g VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \Vh 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I `t2x8 SYP DRYWALL STOP MUST IL/ NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" =1'-0" FLOOR JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE F CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER--- 2x4 CUT ON BEVEL ' DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER -' 2x4 CUT ON BE VELL� DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING CTIO 2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL '--2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP / 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / ON VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 61, —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I �x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION y ALL COMPONENTS R TO CONC. W/ 4" X CONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / G . 1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP / 1 STRINGER I / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ AND NAILED TO FLOOR WITH GLU NAILS) x 1 1/2" / AT STRINGER CONTACT POINTS \ NAI J N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" U 2x4 GLUED AND NAILED SCALE: 1" = 1'-0" STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR ' (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POSTLZ OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING SCALE: 1" = 1'-0" WALLJOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO BRING WALL BELOW MALL JOINT YWALL TO /ER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION D- D BEVEL GLUED H AND NAILED T LVL SCALE: 1" = 1'-0' 2-2x8 2X STRING R -3/4 PLYWOOD 3/4 PLYWOOD SYP 2X B OCKING ON DECK ON DECK BEAM H BEARING SIMPSON MTS 2 w/ —2x8 SYP GLUED 2x4 SYP BLOCKINGX x8 SYP GLUED 2x8 IN WALL (14) 10d x 1 1/2" NAILS —\ AND NAILED TO �t FOR STRAP AND NAILED TO SYP FRAMING (SIMPSON MTS12 w/ R 2X BLOC ING FRAMING GLUE REIR (14) 10d x 1 1/2" 2x4 DRAFT 2x12 NAILS) 2x4 DRAFT NAIDLE VARIES STOP TREAD STOP TO GLUED FRAMING NAIDLE SECTION VIEW "H" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B H /E\ SECTION VIEW _ SCALE: 4" = 1'-0" 2x4 NOTE: 2x8 DRYWALL STOP \NOT SHOWN F SECTION VIEW SCALE: " = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" v t�0 0 Cv > W {� O L+ C7 0 CL M C A Q.) N _ 9 m x +� C U- d N td O L 1/l d O N W a� y gw E s c d a =a 3 cc eo V a� a a . c� u c ca N a' c E co c a. 0 sae4�cccccsce�rit -X ?,0 vJ sdfP,4 vv`r� (J 2 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 v Eo co IW,0 V 0 � C N r '' CO r'nn� S tl> Q �04v u w C J W W Jwu: a Z 0 a 4 =�� W 0M owm W Z LL0 to 0 w LO N Q k Z N OU co W ❑ ❑ N fM z CN z � zoo Q v J cz GA(D — w � o M O w s V) �M rn vdi J as1!J �s I o CD w Mz M O U- 8 i 1. �o 8cc Fz ❑a I— 6 O �U U g� z O N i �< a z aSo 1 z w� d Na) _ C 1= �Y°Z. U mo z, ''<w z a)�m J C Z z fn 3 Q� g� nU a z W T 3 it 0 a:, = a¢ �0 J O ;o x zla a o 3 O >M rn 2 �a 0 co r-1 ACID _ :3 O Y co (D 112- U) m CV CLO 1l:T co N O O N Lo 0000 .-- ui m 4' M w M io 00 o Z Z E T m c ci FL o la -j a o C JOB NO : 22-09406 SCALE : AS NOTED SHEET NO. ST �111III7 I-- 3 S w I N a N r� 0 .0 00 0 0 42 QN O i d y E 0 W Lz 0 U v 0 U h Z O i a 0 0 U J Lz 0 0 00 c 6 a N 0 19 0 0 i Q 0 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 2 x 8 45' DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN.1 APPROVAL FOR CONN. X 4 n 1x4 P.T. ' FURRING 3-1/4" LONG X 3/16"0 ,: ` FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON, INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. ROWS 3/16" x O.C. & 4" FROM EACH FURRING 1:1TAPCON O.C.& TA @ 16" .C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. .3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS SECTION A -A 1/4" MAX 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 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 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - EMBEDMENT INTO K.) �1/4" MAX 1F Z-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 - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od 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)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B #5 REB/ (TYP,) STD. 90' FILL SOLID BOTH CELLS HOOK (1 NOTCH WEB AT +5„ FIRST 2 COURSI "APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" 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 (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i 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 EXPANSION STRIP TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 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: SEALANT * LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PLACE _ * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * MORTAR BED AND TROWEL COVER PANEL REINFORCING WITH UPPER HALF OF IN PANEL REINFORCING SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS<� SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 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. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'4' SS FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS ,R ♦ ♦ ♦ YP.) IV, +27 THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP,) ' 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLANZ1-3/4" TRIM PAINTED F CHANNELSS 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"x1/4" CROWN STAPLE @ EACH GROOVEL// SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" a. fT a --- p I GRADE o - P a' _ a M p. z •n e A P (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2x O11�RNq + + G CENGTN + + + + + + + + 2X4 SYP . . EACH TRUSS 12r I CONNECTOR SEE LINTEL I/ II SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFF CHFFT 1119 ANn SIMPSON HTT4 w/ 08)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 WE. MSTAM STRAP SCALE: z O Q LL O W a LL H U @ FIRST COURSE 11, 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 _2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ;' •. OVERHAN e. 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'-011 51-011 NISH • ° , " ' #5 BAR gyp• ° 10" P Is ° : .• ° CENTERED W/ ►.: • IN TOP o . a KNOCKOUT/ 04 ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL • ,s a. DIRT 4 z •,• ° STANDARD o i go! HOOK iv #5 BAR IN FILLED CELL , . _v. . ... �� ., . _•., �s STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 -1-0 DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC JNTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N sew o® � N o � W ". o O r; a e� O V C !V --omsc a Ro H -% 9 L N N C c CD c 3 H E � o d a... •t i��;;;tttfl�t 11I�� .Ft Y� O J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W vE N N CM C °° - �$ R 00 004� L ai Qj M v Q C. J 13 � w _ 'a 0 # LL w W w o o- = 0a -E 29 'Fa N f0 0 W ��-°� 5 LL= '0 NZ¢J m w 0 N OU 0 Z W ❑ ❑ O Z N cn O 8 z z o : V U N z _ 0 — (O w � U O w g Did V1 c N � in r— E i■ W t 8 f 0 Co 0 448 Q N o w MZ M o LL Q E 0 E w� ° <, ¢n U ¢0 Wi F x� as 0$ oa z E N �O tta a aw >_ ra <o m� O _ ,x U N Ott Z F Z J m am Q W zz �n $� Z a$ NW W aLL z =r o CO wa �_ a ` < °� 0 `O (D = I� 'M O qqt a; m L 00 M O � > Q O ^^ 1..� o In Ln ...� ate-+ O d' N O O N N 0000 p •O r MM M 7 00 ib 00 o Z cE0 Z E Tco c m a v tJ _ Q °? 0 c � JOB NO : 22-09406 SCALE : AS NOTED SHEET NO. SS - — I T1 IP "I °' P 9 R CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS �j DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv/ L— I WU `W Ll l 1 a I A— v v 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 0 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" x— (2) #5's CONT. T&B w/ 4" - #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" - GRADE 04 1'4' PORCH SILL r15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT-� CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN —1 SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2„ • w 4„ U) z cn PORCH SLAB SEE o_ FOUNDATION PLAN - U U) Z (2) #5's CONT. T&B W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 1,41 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT ROOF SLOPE PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL END TO TRUSS TOP CHORD WOOD POST. SEE FLR OR TRUSS. 2X4 CONT. W/ (2) 2X4 BLOCKING TYP. PLAN FOR SIZE & BASE SEE PLAN 16d COMMONS BETWEEN TRUSSES CONNECTION SEE NAILS EACH TRUSS PLAN STUD TYP. T&B A SECT. A -A EXTEND TRUSS OR A rJ Y SLAB 1 1/2" ROOF SYSTEM G.T. - (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE --', 4" #3 STIRRUPS AT 4'-0" TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30" SHEAR TRANSFER SPAN FROM EXCEEDING A RAD MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) USSES HIP G.T - - - EXTERIOR. WALL 7 SCALE: N.T.S. 1'-4" (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 SCALE: N.T.S. SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR W/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 I I MAX 3 SOLID. SEE ELEV. I I #5 REBAR CONT. Q COURSE FOR BASE SIZE @ SLAB LEVEL _ — #5's EA. WAY (3) EXTEND SLAB w 1 1/2" BEYOND W BLOCK FACE _ -- EXTEND $" SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN GRADE SEE CUT (2) #5's CONT. T&B w/ • - -N CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" r MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI 3IMPSON HUC410 W/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE — 3001` PLAN FOR MORE NFO SEE FLOOR PLAN FOR L.SEE PLAN L. FOR CANT. 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 EDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 W/ (10) 1 Od NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. U 2x4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1Od NAILS OR SIMPSON MTS12 W/ " COMMON BM. TO POST ATTACHMENT (14) 10d x 1 1/2 NAILS SIMPSON (2) HTS20 W/ (14) TO FLOOR GIRDER 1Od NAILS TYP. U.N.O. BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR TOP O07EAM IV SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION .i L� PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST 2X4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. v i - RUSS/ - - -- - OP WALL EE PLAN Y2' CDX PLYWOOD OR %s" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES --� 2x4 #2 SPF STUDS @ �11t— 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR 2, J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS 4 4 SEE PLAN FOR OPT. - ' - e � STAIR INFO. IF A CONCRETE STAIRS FORMED & POURED ' a ° MAIN HOUSE e .e. e: SLAB W/ (1) #5 EACH STEP ;. ,d a (2) #5's CONT. T&B W/ #3 STIRRUPS AT a . 4 el ° 4'-0" WHEN DEPTH - ° ° EXCEEDS 30" .a °. °' a GARAGE OR `" z � A., d LOWER SLAB SEE PLAN �- <-- 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N N N c � o -o N m � i W -- U o a� o �mx aMd N W O L Q r+ N ]G d �Its� cc =. W d N C a c rrrr ..��,�U�uttittt► w \ ., r �x, �F �'�OFESS\O \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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 4 8 V y�� CO N r �� H a cNn v " c -u � w Z 0 cU-LL w a- m C°f_ LL W �M�_ � � N C p LL= U5 m w NZ QJ Z N do U W OO V M � z z � � z �c r V) z C1 � GJ o 4-1 - Gn LL W o A V O In v1 w S c = U UJ J i� U o 9 c 'o • �Q N 0 sm o w It CM M z H Z z ¢ J ce Q E o os E <R Z® z rah CC0. O C N �z °¢wQ �° pU az Q ¢w L co - a O o Nm m ° z z�°LL J <w �Z �i ¢� W LLa �c ,° "L, > a� w �, ° ttJ O to ~Oz a= o 0 LO m m (d O = .-. 6 Y O m N Ln O -2 I\ N O O 004 000 N � N Q o Z � 00 M 00 o Z co i� N c c a U y JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. D1 (MONO) 1!1111 � ry jj I I I I -------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SEE Q/S4 FOR JAMB STUD REQ'D TYP �oo C EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN H 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. Z P 6" OSIMPSON LSTA24 w/(18) 10d NAILS P. x 4 SPF O SIMPSON CS16 w/ MIN. 12" END Y.'I A TOP PLATES LENGTH ON STUDS W/ (11) 10d " NAILS TO STUDS ABOVE & (11) 10d a�. NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT E T P. IL PAS STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C IF FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / ri JAMB CONDITION OR IF BUILT-UP a 22) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS B G INTERIOR HEADER 2 2x HEADER G O (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS S(1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ,Qo SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rrj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING A(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��" ` FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB LO FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE AQ 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ` IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) \ ` TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" . TAPCONS r; ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS ------------- FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ T _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT �— SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS 10d @ . 3" ¢8''M�TOA TOP SPLICE N PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND Z—DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2 x CONT. T & B i, BOX HEADER (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT - TOP AND SIMPSON SP1 w/ (10) 10d - - - NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" i LONG NO STRAPS ARE REQ'D) \=~ ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. L N c 00 N o "' O C =�mx _ �. d N Cc O i- N p O <6 Q ! N d C' d > C � d o z <t d c E A p 0 `\\taO 1v111Jii11J tl/ \�\,��\ �. • J ` o �• s C� x� o R O F E S \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H of v; 6 Ismm O 00 N N m n r 4 a N coV * LL u- w M a Z 0 w m� o IIN w0ho o 0 r, O W LL IL �°�c' m Co M Z Q N 0o Z W 0 CD ❑ ❑ z N z C' z J CL � cn N z cD o u- � ra C LLr � a V OrU s N c m �N U) in U mjti. ~ J "' i0 8 �Q • U 'o c Co Q S C:, M W Z M i � 4 g E n z0 o H Q o co '6 '-10 a Z® w0 F- KO d� U �U UC z_ C O C N ro N i z wo ao a z �w -- ,� ms o - Y .m zz >z z J z Cn 3 a oa Z z ao -3 wLL �!� W U �o a1z � 03 a� O ZI 00 � �O 0 = La (y) Om c� L 00 CIO :3 O Cr Y — co O m N LO ateJ O d' co N O 0000 N LO N Q o r j cM 7- 00 o Z M Z E r E fA y m c d U J Q J JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. D2 �, , ,,.I r •, pq I r n I L I IL I I_I I'll i t FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall FRESISITIVE BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) ._ 2 NAIL BRAND OR EQUAL WEATHER O EXTERIOR 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 Ir PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 1 UNDER DECKING SUBFLOOR - other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied - SELF -ADHERED FLASHING (SEE DETAIL WP07) } _; , _ - �____ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 ._- - - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRuxTIONs: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under ,� ,� R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO BE USED. weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 20 wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade flashing and seal with tape D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P p Y p Y Y p p p Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ale: NTS SELF -ADHERED FLASHING Sc■ FLANGED WINDOW 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , Exception: Where the barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER water -resistive FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY ° RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, _ -� t BEFORE FOLDING, SCORE RELEASE PAPER TO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT � � �• °• � � WINDOW BUCK TO ° EXTEND A MINIMUM 6" AD ADHESIVE ASS OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ' ' ,. • > MASONRY WINDOW BUCK ° ° OTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings s• ' 2) SEALANT JOINT "' THRESHOLD , shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 !' a WINDOW FRAME WINDOW BUCK ACROSS OW BUCK SECTION -A (SEE DETAIL WP02) AND EXTENNDD TO WINDOW FRAME 1.1.Exterior window and door openings. Flashin at exterior in s shall extend to the surface of the exterior wall g or window andoor openings MASONRY ATTACHED PER CODE sELF-ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS, BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME 2 <" SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashin Instructions, or for lications not addressed in the fenestration 9 Pp 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashin instructions or details g (D AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q gg p g p g FLANGE (SEE DETAIL WP07) (SEE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. SHEATHING 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. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° ° 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 0 ° a ° ° a ° 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST °° ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ■ ° Foundation Walla in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING a ° ° °° ° ASTMC926 2 ° ° ° ° Felt backed metal ^ _ lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 , . r with ASTM C1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 � Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' winMeta SELF -ADHERED FLASHING ■ , FOUNDATION WEEP SCREED ■' l sheathing l ' EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL � Installed As Per Manufact. Specs. PRODUCTS DETAILS STRIP OF SAF LEGEND � I SELF ADHERED FLASHING (SAF) o Maintain Stampede or similar Bottom of bottom TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk Weep Screed joint only BARRIER (WRB) - „ 1 1 /2„ t0 2 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK " > BOND BREAK WEATHER RESISTANT BARRIER- BOND BREAK WRB SELF FURRING (SF) LATH � Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS iaSSmS Manufact. Specs. 1'-4" PER PLAN ? Detail Instructions 1'-0" PER PLAN = IT I I WRAP DP WRB ONTO � IC IC THE VERTICAL 1/2" Cementitious Refer to the number marked as # In each detail that corresponds to the SURFACE TOP OF Cement Plaster Decorative Finish numbered items in the list o Instructions below: - FLANGE AS AN AIR in accordance BARRIER with ASTMC926 0 0, b• • • o, All inside and 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding SLOPE 8 CMU E --- -`� I 3-1/2" INCH FLANGE over wood2nd o•• o .q'• outside corner will floor �°'o•®,o, need to be miter laps 4" OR 8" CMU - ° o - _ _ _ _ = I ° ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° Z Z STRUCTURAL FRAMING °�o•o,• o• butt joints need to ' °'o.® 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 8 g g (11 STRUCTURAL SHEATHING .0'0•' becaulked using •' ® • 9 • Stampede sim. embedded in the adhesive layer) - for ease of installation and to = = minimize scoring cuts a ° W Lu D- O_ PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF l caulk for all 5. Remove all release paper per standard installation instructions and a a ~ � = cn CONTINUOUS BACKER DO NOT SEAL - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° U ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED ° L<J W = ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows ° Q W LU SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to v 3: fit tight to corner _ VINYL SHOWER PAN ° a ° ° a° o J Note: 8. Mechanically fasten as necessary SLO PE ° _ - - - - - - - - The building paper and metal lath must be d ° Cement installed over the top of the weep screed. PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block 4 4 4 4 & SEALANT 1 st floor < CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE N N N >F- o O � W s >;- r- X cc O y O l0 6 r N � d W dr�� •� a� O � Q is m w d tII- O `n E c A o G. v CV CV 0 CV 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. %) E j� C 0 0 N QN �nF-� M 2S j LL C J W z LL . i a � Z- a a. IC t m$ W W > �N(O o W � _ w ul N O Q I- F- �Z V N O U L) W Z W ❑ ❑ O z Z� Q E3 Ln z v0 0 o 4-J (a cn w Ua O g C N �N y U E I 4 N so o w M Cl) i o Z Z LL E zo oo >n 0S Ii E !E Z ap14 wOW�' E 0 XoQ QUg '2ZZ�� U U� wM' rp Q) C z U .2 "m m o Z' Oz Z __ N J Oro aw ern N N `sue Z a W ci 3 ao o ma �3 >O 5 a �3 y0 >M � 0 m c� 00 CU :3 O �. < - co O � m � N � O a) "2 "2 M N O 0 0000 N Lo N Q I o co .-- 0 ,1 j Cl) 00 0 Z M Z E T tli c 0. E U -J Q pre � JOB NO: 22-09406 SCALE : AS NOTED SHEET NO. WP1 Mounting Brwillets (10 Gaugei +1/2ex+1l, n212e See Anchor Schedule Bolts i/2r0ia: Chill- (Typ') In g 4 8K% Cross Support (May be flur to W) Right Bracket (16Gaugel # 14 Self -[killing v Screws 10-5�8" NC Will BortDm Edge HurricAne Strap ! {Typical; 3 in front.$ Washers T Front Crams Support Self 1. lnq Nuts (May be cut tow) Left Bracket (16Gauge) #14Self-0rliingStrewsiThruStatkeaS Back Cross Support Into Alt Unit Bottom Side (typical: 3 each side for hurricane use) 1 111171111i 5yaLtr tmtatLwuO . ftertu kips, are P4eyeufn1 nth u1 Hutou3sts, At anial Illsiwhd 3ei � evla&aiwlp ripen segtebt 4�a1 tl� iea ark apPQrj Floritla Department of Business is Professional Regulation Page t al Building Codas and Standards 1211aID21 Product Approval Application Detail S.g4i L00r-a[ tat! 2u!Due Passing am DO Yn)i411 MWWIVAUrtr contact Ena1MBr&Uoerraa Vaadated sir Validated gAlbMined PAC Aoororal dparelL•9 atmA A Mnetlw 2024 amen Vent Products, Inc, Michael Graham Ha nal IF No era P.E. Lacks Baader P.E. 1201 11 lV182020 12282020 Approved emegay: 3ruelaal Ccmp011ents (077) 441.83H PE-75775 (334) 300-1600 "Caeporil Products introduced as.'Isi r1f Info@smedventcnn New Tadhnolugy cit rplienw Method Evaluation Report tan a Florida Registered Architect are Licensed Florida Prdeeeiond EngineN sous Produce saibd Product D .. retailers QuaIV Assurance rahtrademeattmor. AOorowdforUs. Averov.d 1111211 Outside for Use HVHZ anima RNatan Man P-, 1 am Vein ModeIH54P510 Dual Function Flood and Vendatlan Vent 121312023 Yes Yes NIA .100}100 2 amedVerd Maki 9154P511 Dual Function Flood and Vemiglflon Vent 12A12023 Yes Yes NIA -took 100 3 SmarlVat Mark)#1540,520 insulated Flood Vem 12r312023 Yes Yes NIA +10D}100 4 SlreriVept Mode19154P521 insulated Flood Vent 12O12o23 Vas as NIA .100}1W 5 smadVent 1wh=11540.524 16&qud; Garage Dow Feel Van t Yes Yes NIA WA 6 SarliVent Me*$1540570 Wood Wall Instilled Flood Vent 1213112023 21312023 Yes Yee NIA +100}1D0 SmartVent Mal #1540-574 14.5Lwd: Carets Door Flood Vent 12/312023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 2.14 1/252022 Cede t;onaL.gL fjgjq ➢� Date latitudinal T_ Version Manufacturer Contest Enalrawer & Lipson Valtcl av Validated Sudm lCed Fell Approval Aboroved status Revision 2020 Therms-Tru Corporation Steve Jssperson Lyndon F. Schni RE Ryan J. King P.E. 0411 Bill 121312020 0422J2021 Ofi1082021 Approved GallegesV; Exterior Doors (WO) B43-7828 PE-43409 (813) 767-6655 suloCategri Swinging Exterior Dalai Assemblies sjasperson@termahu.co Compliance Method' Evaluation Report from a m Florida Registered Architect or a Licensed Florida Prehruianal Engineer FLt1211148&RB Products 1`$9.ri Product AAptlel. Nu miler or Name Duallbi ProductlDescriallan CorHraM Assurance Exetraton Date Approvedfor Usa ADOrovodfi in HVHZ Outside Usa Hi 1ituxect ter Detail I 1 a. Themla-Tru Fiber -Classic and Smooth -Star Nominal 6&p39;8 8quotmpact8quot Opaque 12/31Y2022 NO year Yes WA Composite Edge Fiberglass Single Door (I nswngJOistivy g; x configuration) 2 b. Theme-7ru Fiber-Cli and Smooth-STar Nominal 6&93g;8 &quctlmpact" Opaque 1 N312022 No Yes Yes NIA Composite Edge Fbergla e; Stale Door with S ciel itil (IntsW ng/Ou irl XO. OX or OXO configurations) 3 a Thermal-Tru Fiber -Classic and Smooth -Star Nominal Sill dquotlmpad6quil Opaque 12r3l= No Yes Yes WA Composite Edge Fberglass Double Door Will or without Sidelites (Inswirg/Out wing; XX a OXXO configurations) 4 d. Therma-Tru Fiber -Classic end Smooth -Star Nominal 8&939;0 8quatinpact8quil Opaque 12131/2022 No year Yea WA Composite Edge Fi torsional Single Door (I miWngloutswng; X owhoumtiori) 5 e. Therna-Tru Fiber-Clasalc and Smooth -Star Nominal Behar 0 8quatlmpectil cal Opaque 121312022 No Yes Yes WA Composite Edge R barglaea Single Door with Sidelill pins mrw99XA%W ng: XO: OX a OXO configurations) 6 f. Therma-Tru Flber-Classic and Smooth-Stsr Nominal 8&AW;O &quatlmpactilgsrot Opaque 12f31J2022 No Yes Yes WA Composite Edge Fi berglme Double Door with or without Sidalse; (IneMng/Outswing; XX or OXXO configurations) 7 g. Therrra-Tru Fiber-Classlo and Smooth -Star Nominal 88l 8quotlnpact" Glazed 12/3112022 No Yes Yes WA Composite Edge Fiberglass Slagle Door (InsWrg/Ourswig; X amfigual 8 It. Thermal Fiber-Clessic and Snntict sr Nominal 6&e39,8 "impact&quet Glazed 12131t= No Yes Yea WA Composite Edge Fberglaw Sigie Door with Sidelite(s) orswrgJOutsW ng; XO, OXor OXO con igundions) 9 i, Therms-Tru Fiber -Classic and Smooth -Star Nominal 88,fA9;8 8quotlmpeck" Glazed 12131/2022 Na Yea Yea N/A Composite Edge Fiberglass Double Door Wth or wahout Sidelit vas gnwnlg/Outswing; XX or OXXO configurations) 10 J. Therma-Tw Fiber-Mssslc and Smooth -Star Nominal 881ill lquotlrrpact" Glazed 12/3V2022 No Yes Yes WA Composite Fdge, Fiberglass Single Door (tris wngtoutril x configuration) 11 1. Therma-Tru Fiber -Clow lc and Smooft,Ster Nominal 8801 "ri pact&quat Glazed 12r3121712 No Yes Yes NIA Composite Edge Rtlerglass Single Door with Sidalki driswing/Outrel XO: OXa OXO configurations) 12 I. Therms-Tru Fiber -Class a and Smooth -Star Nominal 8W3eO 8quotlnpact" Glazed 121310022 No Yes Yes WA Composite Edge Fiberglass Double Door wth or without Sidelites (rmwing/Ouwving; XX car OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&fi99;8 "in"et&quat Glazed Molded 121312022 No Yes Yes WA Open Composite Edge Flbeglase Single Door (InsWrglOutswirg; Xcwniiguration) 14 n. ThemaTru Fiber -Classic and Smooth -Star Nominal 6&939,8 "lmpact" Glazed Molded 12/31=22 No Yes Yes WA Open Composite Edge Flbeglasa Single Door with Glazed Molded Open Sldelite(s) (InswrgJOutewng; XO, OX a OXO cordiguaeons) 15 o. ThemeaTru Fiber-Cassic and Smooth -Star Nominal aBA39,8 "lmpact" Glazed Molded 12131r= No Yes Yes WA Open Composts Edge Fiberglass Double Door with or wthoutGlazed Molded Open Stabiles Ilnswinhg/Outswirgi XXa O)= corifiguratgns) 18 p. Theme -Ton Fiber -Classic and Smooth -fir Nominal S939i &q otlmpaatlquot Opaque 10312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sichri te(s) 0navwingrOutswins; XO, OX or OXO configuration.) 17 q. Theme-7m Fiber-Cressic and Smooth -Star Nominal 68M.8 "lmpect" Opaque 121311= No Yale Yee NIA Composite Edge Flbergls ur Double Door with or Ywithout Glued Molted Open S4delltea (InsWng/Ourbil ; XXorOXXO configurations) Florida Departmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Part d1 102021 May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expa Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NONwww1MPACT) +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 Therm aTru Fiber -Classic and Smooth -Star {IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 ($X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (11 FL8248.10 +30.0/-33.5 psf 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8I2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54,2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Root) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Root`) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9l9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/1 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 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 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 FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Busimi Professional Regulation Building Codes and Standards Product Approval Appllcation Detail Page 1 ol3 IMM22 ma L= Dete iA Versio Manufacturer Ganfact Engineer&License Validated BY YiuQ$gr� Submitted , FBC Apptwroval roya Awriti•ygd 2111111(g Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt , P.E. Ryan J. King P.E. 07r2312g20 07H2f2020 07/2812020 10113I2020 Approved Catogary: Exterior Doors (SW) 643-784 PE-43409 (813), 787461 SubOategary: Sdnging E tenor Door Assemblies sjaspersonigtharmat-co Compliance Moaned: Evaluation Report from a m Florida Regulated Architect "a Licensed Florida Prdeaabnal Engineer San a Prod uet Model. Number or Name Product Dasenptlon glia0NAasurence Central Expiration !)are Approved for Use Aopro)edfer In HVHZ Ufa Outside HVH2 Ion= Resistsrrt gj= Pressure 1 a. Therms-Tru Fiber -Classic and SmDottiSw Nominal 611til "impadBrQUd; Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/O stewing; X armNuration) 2 b. Therma-Tru Fiber -Clank and Smooth -Star Nominal 8&M.8 &quathripad8quot Opaque 12r312022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwith Scisho s) snawinglOutewing: XO, OX or OXO configuratlil 3 aTherma-Tru Fiber-Claseluand Smooth -Star Nominal 6&M39;6 iquctimpadliquot Opaque 12r312022 Yes Yes Yea WA om Cposite Edge Fiberglass Double Door with or without Sitlelpes (Irewng/Oulawing; XX or OXXO configurations) 4 d. Tthermil Fiber -Classic and Smooth -Star Nominal 8&939;0 dquatimpact8quat Opaque 12r3lr1022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (InswrglOutswing; Xconfiguration) 5 e. Therms-Tru Fitter -Classic and Smooth -Star Nominal 9991 &quatlmpad&laud; Opaque 12131/2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door with Sidel'he(s) (Insw inotio tawin0: XO, OX or OXO config uratians) a f. Therma-Tru Fiber -Classic and Smooth -Star Nominal a&VN D "lmpactliquat Opaque 12131I2022 Yes Yes Yea WA Composite Etlge Fiberglass Double Door wtm or withouts(Inawirgloubwing; XX or C)XO configurations) 7 g. Thermil Flber-Classic and Smooth Star Nominal 6& l &quatlmpad8quot Glazed 12r31r2022 Yes Yes Yes Ni Campcete Edge Fiberglass Single Door (InswnglOutswing; Xconfiguration) 8 h. Therms-Tru Fiber -Classic and Smooth -Star Nominal 88 i Ilquadmpad8quot Glazed 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wdh Sdefibili (IrawngtOute wing; XO. OX or OXO configurations) 9 i. Thermal Fiber-Classo and Smooth -Star Nominal 64ill8 &quctimpad" Glazed 1213112022 Yes Yes Yes WA COmpaste Edge Fiberglass Double Door with or without Steel es (Ir st AnglQut9wing; XX or OXXO configurations) 10 I. Therms-Tru Fiber-Clarsto and Smooth -Star Nominal8&N39;0&quw;Impad8quct Glazed IV31J2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Oulawing- X.configuration) 11 K. Therml Firer -Classic and Smocthl Nominal 8&939;D liquotlmpucl" Glazed IV31f1022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wait Sclerosis) 0rawinglOuts,-i XO, OX or OXO configurations) 12 I. Therma-Tru Fib. -Classic and Smooth -Sias Nominal lill0 8quotlmpad&quol; Glued I M112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelhe s (Irswing/Outavirtp; XX or O)Q(O configurations) 13 m. Therms-Tru Fiber-Clessk and Snmah-Star Nominal 6&91 SquiWmpad8quot, Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wt h 8quothlown, rs ed&qud; Sldelite(s) (InsWrglOutewirg; X0, OX orOXO configurations) 14 n. Theirma-Tru Fiber-Clessk: and Smooth -Star Nominal 8&IMIl quot llrpact"i Opaque 12131J2022 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with &gaot,Nat-li pad" Sidelitas(InaAirglOutswing; OXXO configuration) 15 o. Themes-Tru Fiber -Classic and SngoaF31ar Nominal 8 Squptlmpad&quirt Opaque 12r31 IM22 Yes Yes Yes WA Composite Edge Fibaglass Single Door with ",Non-IrM1sd&qua; Sidelite(s) onsinirgf0utswirg; XO, OX or OXO configurations) 16 p. Therml Fl bar-Closslo and Smooth -Star Nominal 8&939;Q"lmpad" Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door With &&quw;Na Irr"d" Sdellbirs(InaWng/Outsi ng; OXXO configuration) 17 q. TFema-Tru Fiber Clsssic and S moodi Nominal 899311 &quo*Non-ImpadSquot Opaque 12131 r= Yes Yes No WA Composite Etlge Fiheglass Single Door (Inswtrgf0ulawine; X wrifaturation) 18 r. Thermal Fiber -Classic and Smooth -Star Nominal 88di3% aquotNon-ImpadBquet Opaque l wir2022 Yea Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) (InewinglOutswing; XO, OX or OXO configurations) 19 9. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&if39;8&gsatNon-Impact" Opaque 12J3112fJ22 Yea Yes No WA Composite Edge Fiberglass Double Door with or without Sklelites (Inswing/Oubswing; XX or OXXO cordlguraeo is) 20 t Therms-Tru Fiber -Classic and SmoctlStar Nominal 8&N3B0 Squo[Non-Impetd3gwt Opaque 12/31J2022 Yes Yes No WA Composite Edge Fiberglass Single Door (In-ling/Outawirg; X Configuration) 21 u, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&03RD 8quot;Non-Impectfil Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Side itall 0nswnglOutsill XO, OX a OXO =nourationsl 22 v. Therms-Tru Fiber -Classic and Sm..U- sir Nominal8lull "Non-Ingnd" Opaque 12t312022 Yes Yes No WA Composite Edge Flbargle&s Double Door Wth w without Sidelmrs nrawirglouffiwirl X(or OXXO coirfigurations) 23 w Thermal Fior r-Classic and Strobe tar Nominal 0&0$3@8 &quokNgrrlmpad8qugk Glazed 12131r2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inawing/Outswig; X configuration) 24 x- Thema-Tru Fiber -Classic and Srtnath-Star Nominal 85d13&8 8,quothbrh-Irlpad8quot Glazed 12r3112022 Yes Yes No WA Composite Edge Fiberglass, Slagle Door with Sidelkil Pnswing/OutsWng; XO, OXw OXO configurations) 25 y. Theme Tru Flber-Clasalc and Smooth-S'tar Nominal a&rr39;8"Non.Impoc18qu0t Glazed 12J31r2022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sleeltea (Imir ingfOurtswing; XX w OXXO configuration 5) 26 m Therms-Tru Fiber-Cls&Wc and Smoofh-54ar Nominal 8111039;0 &quetNwl-Imged&quah Glazed 12/31/2D22 Yes Yea No WA Composite Edge Fiberglass Single Dow (Inswi g/0utswig; X configuration) 27 ze. Therma-Tru Fber-Claaaic aid Smooth -Star Nominal 88938;08quothlon ImpadBquot Glazed 12131/2022 Yes Yes No WA Composite Edge Fi bn-glase Single Door vnth Sdelite(s) QnswnglOutswing; XO, OX or OXO configurations) 28 6. Therme-Tru Fber-Classic and Smooth -Star Nomimd 8M39;08quot;Nlwo-inpad" Glazed 12r312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or without Sidelkee (Inswing/Outswing; XXa OXXO corif gurations) Florida Department of Business & Professional Regulation Page I d2 Building Codes and Standards ild=l Product Approval Application Detail ct& 9oNtL4C a" an Dal eanero am mm YFWan r!7[8gigy[8 Conrad yaadium wed Stdowalthild FBC Amiawal Appointed iftsestax Rai 2020 MI Wridown8 and Doan &eon &lr.g Luis Robert. Lomas Steven M Unch. PE 1WW2020 101 WO20 1011S2020 17J152020 Approved Qpaegary: Exterior Doors 171?13115-33go PE-82514 (?/7)317-84 45 "CE*Wry: Siding Exterior Door Assemblies bstr gar(gms.d_ compliance Ma rod Evaluation Report tan a Florida Registered ArdlBect or a Licensed Florida Ftl15112410 Pradusla Praleisbntl Engloeer dWav Aawrmua AOOrowdfa Use Amrov.d far Ufa bm DOOM ewe RotluctMoOtl. Numbaor wm4 Product Deaaldlon CanBect 1b_Irw Fp11 Da. In HVHZ outside Vitt Resistant Phan 1 BERIES 420 ALUMINU M SGO SERIES 420 ALUMINUM SGD OXO 12ld12024 No Yes No WA 145-3f4"X80&qud; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 42CALUMINUMSGD OX XO.XX 12J312024 No Yet No WA 9G&qud x80&cl, NON -REINFORCED 3 9C-Ft1E8 420/LLUMMUM SGO REINFORCED SERIES 420 ALUMINUM 9311 REINFORCED OXO 1213wll Na Yes No WA 1453/4&quax08&qud; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 42CALUMINLIMSOD REINFORCED OX. 12r311.1024 No Yes No WA XO. XX98&gad:x96&gaa; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 1213112024 No Yes No WA 1436qua;x961squt. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.1 e1 1rw2@t Sam Entrip, awn Data Panama 292 Z tit Yl8l4II waDltLaniLg s Validated By y g g&Anlmd Revision 2020 wayne-D.ton,a dwstrn aOvantl Door Dwayne Kanish John E. States Jamey P. Arneson. P.E. i0/122DZ0 09? 1020 10232020 12ti6M20 Approved Corporation (330)763-8121 PE-51737 (e04)821-5200 Caapet, Extona Doors dkomlahgwayns-daltoll c SuIsCessel sectional Exterior Door Assimbiles om Cmrollelca matrod: Evaluation Report Iran. Florida ReglstereoArchlblet or a UaMWd Florida ri Professional Engineer it" Product Yoml. laanber or Nana dul A,,,- AggoiggidIgLUM Aboriginal Rodat Descrintorl Codrad Estlralon Doe In HVHZ OWtlM fa tit. HVNL World, Resistant i2esswart JNe�n 3 BOW1&10LY8200 a1105 9&935; Mew whdh. 14039; Max height, Gledng 121312(723 No Yee Yes -31.001-35.00 &"liable in top or Intermediate sedlon 10 8000410o78200s1123 16&t39; Max width. 146a139: Max height. Glazing 12/312023 No Yes Y. +30.001-33.50 a"habit In top or Inlermadiae sedlen. 11 80WJ8100/8200a1124 16&e39', Max wall 1464139: Max height. Glazing 1=12023 No Yes Yea +34.401-38.30 ratable In rot or Intermediate sedlan. Florida Department of Business & Professional Regulation Paw 1 01 Building Codas and Ste ndards 1 B2W 1 Product Approval Application Detail f2i9! Ertlara Dal =1 Dab. fording Arlie 11211 version Entangler& License vandxad sir Validated submitted FSC Acaetal Applicants! ad, wson Ra2020 Caries Division atAel Ina Tom Rai UL LLC Troy Bishop, P.E. 12r1IM2020 12/012020 1221=20 Approved Cereal ExtMor Dona ta411494-2813 (954) 94T-MO Subcategory: Extldor Door components tan. repeygesseeblay.co Corfpll nre Mahod Cerefledi on Ill aLideg in FI111537,nslkaduda Naha Assurvics AwrowdforUse Aoaoved for Use ImgffiL Awl ttmupt mama. Nnanbs or won. Product Description In dvdZ Outside HVN2 gg� pinup, 1 607, ?07, 727, 747, ?3 i, 777, and 647 snake and Pets a Flush, Gatatl. and Louverad single and pairs of - 1713121715 Yes Yin Yes WA Doors hai metal doon5. i Cn -a o i }. 2 Q o 0 C13 U) ^` C) O O C O W M 0 O U- O .c N (D CM L Q L � .� �-//-� CI Q a Z Z W J d :V N -o 6a � }� C3 W w O • LL 0. � O i N O � 4 CV Y 3 67 a3 N w Q � 3 � i C G r7 � » �a� E cm 0 E W Z Cn co 0 L O 0 � U O Oil U co m CL O LCO W a � z J z a J a SHEET NO. PA 1.0. , .,I,. I f 111 I II i Ill �VI I :II Q 1' 1 q I Florida Department of Business & Professional Regulation P.O.6 of 9 Florida Departnard of Business & Professional Regulation Paget of Florida Deportment of Business & Professional Regulation Pye, sit Florida Nportmerit of Business & Professional Regulation P".I cil Building Codes and Standards 10F2022 Build: ng Codes and Standards Hill Building Codes and Standards I42121 Billing Codes and Standards +51 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail =st ice$ ,�544 version Manufacturer Entity or Contest Enalneer & License Validated av 299 Validated aSN91aIGffi Daft pending 201 FBC Approval ApprovedStatu Sala Enth or � ;Ax l pit OA EDtbs pi! =1 one Pmdm Do S9le E"tba Do ; pgE } p mm Yam) ftnufacwrr stag eimmra Ucenn VaMaMM Validated aLlbmYled fill Approval Approed all mm yaniIQa ! Barg End,rera l.nr s �p,� yip FBC Approval A..und ( Must ](ffiI� 1 Contact ucrost Vaaadm lb Validated ; Approval Approval Sam 2=0 TM1Mma-Tru ora Corption Category: EXterior Doom Steve Jasperson Lyrdon F. Schmidt, P.E Ryan J. King, P.E. (800) 843.7628 PE-43409 (813) T67.6555 10A7J2021 09118J2021 10/132021 12m5I2021 Approved Affirmation 2020 PGT Industrlee Jane Rpsorad MemHede SCCO - CER Maml-IeG BOLO- VAL IIffam20 11,052020 tilt 1f2020 Approved ReNsion 2020 MI Windows find Dears Brem Stinger American Architectural Steven M Unit. PE 1we 2020 1008202E 10I192O20 , Appro rid Re". 2020 MI Widows and Doors &ant Stanger Arml Architectural Steven M. union, PE 11221202E 1122f2D20 11292020 APPreved atibCetegoty: Swinging Exterior Door Assemblies a)aspersonCthermaVu.Oo Category: VAR*- (941)486-0100 (786)315-2880 CMaighl Wndosrs (717)36d.130a Manulecturert Assaclaa. (71T)317.8454 Coeg.y: Windows slbCdewry: Fixed 1717)365-3300 Manuadurors All-hrem (71T)317-9454 bsmiger®ml,vol Compliance Method: Evalualion Report from a m Sxticategi Snot. Hung )rwOwsMMpgtlntlu9Mea.c ax6C9t"Cfr- Horizontal Stdr C-VIW. Mdhod: Cwtificatim Manx ar Leading Florida Registered Architect or a Licensed Fkxida Compliance Method: Cadication hark a Ushng O1T Cofrpllands M.MDdt CKMWUm Mad or I -sal Prpfessiorne) Engineer r1I2I94aarPraAncta ftMlS3aa.ttt RM.1f PL62OM4RTPmduefs - Quality Asiaura rice A-m, d (anise Abomved fbr Use low ROM 32" Protluct Mold. Nmbr a Name Cull Assurance, AoQartlia Uu Amrpytl forUu � lily kin HVN2 outside MVIiL Modmt Prom, $ail: Prpdhd Mom. Numhr. coma QualityAuurMr♦ p) (,t g S fglaa ADaovad In KvKZ Outside.111419 to the know Hissistid tkEYll Innisouran III Product Molts. Number or Mama drdnv A.s,rama Product Dasalisdon Contract EKDkOHan Dal* Aawovindfa Uae a�pxidiaL a 1awA 229M (&Hill outside Ill Jtasis>w Pmmm Z Product Modal. Number or Name Prod act Description Contract Expiration Date In Hill outside HVHZ Resistant Pressure 2 RHS500 (Large Meye Impact) Vinyl Sngt. lung Pill . 07MM75 Yes Yes Yes WA 1 HIS /88 Fin and Flange rr- 73421 nsulea l dens 02/1e2024 No Yes No >55/d3 1 189 PW 73. 72 Insulated Gless 04,1031 No Yea No +MAO 1 a. ThermaTru Fiber -Classic and Smooth -Star Nominal del I gswt;Non-Impace8quot Opaque 1213112022 No Yes No WA Composte Edge Fiberglass Slagle Dow (I newinglOUtewing; Xounfigurabon) 2 b. Theirmal Fiber-Clasak and Smooth -Star Nominal SILH 8 aquothlon-Impad" Opaque 1213//2022 No Yes No N/A Composite Edge Fiberglass Single Door with Sidelite(s) Q nswinglOutavvl XO, OX or OXO onfol-fi.ns) 3 e. Thsrma.Tru Fiber-Clamacend Smooth -Star Nominal 6&f13g;8 aquctNon-Impad" Opaque 1.2/3112022 No Yes No WA Fiberglass Composite Edge Double Door with or wthout Sidelitee (I newirnglOutsMnng: XX a OXXO configurations) 4 d. Thermi Fiber -Classic and Smooth -Star Nominal 78.1MO illquot flon-Impaa8quot Opaque 12Mf2022 No Yes No WA Composite Edge Rill lass Slagle Door (InawlrgiDubei ini X configuration) 5 a Therms-T. Rber-Classic and Smooth -Star Nominal TSITY 1%quotNon-Impaxx8quot Opaque 12131/2022 No Yes No WA CompnaRe Edge Fiberglass Single Door with Sdelite(s) (InsrAnpKhtsMrrg; XO, OX a OXO configurations) 8 f, Therma-Tru Flier -Classic and Smooth -Star Nominal 86N3$0 "Non-Impaclai Opaque IZ31/2022 No Yes No MIA Florida Department of Business & Professional Regulation Par l d/ Florida Department of Business & Professional Regulation Page 1 di Florida Department of Business & Professional Regulation Page f sit Composite Edge Skinless Single Door Building Codes and Standards tM2021 Building Codes and Standards trsrJ921 Building Codes and Standards IM=l onswing(Ou(avkg; X coMtgurabon) 7 g• Therms-Tru Fiber-Cassic and Smrwtll-61az Nominal 83#39i "Non-Impeot&gwt Opaque 12/31/2= No Yes No MIA Composite Edge Fib MIm Sings Door with Product Approval Application Detail Product Approval Application Detail Product Approval Application Dattll Sidelfte(s) (I nsainglOnnswini XO, OX a OXO configurations) 8 ms Fiber -Classic h. Ther-Tru Fib -Classic and Smooth -Star Nor nel Saul 0 &quoCNon-I mpad&qual Opaque 12Pd12022 lab Yea W N!A Composite id Edge Fiberglass Double Door rO or Sr9lt EnEW or _min lull pat [I&, lalnri rid Dist G9a lkirl.>r pea 2" [hit, Blm�g pia _ Q" foubLE pia adz R&LBW M 20 igiO vweldt 0ions) (InsyNnglOufawinp; XX or OXXO Manufwww Emhreer a Lceree Vdidelad Br Validated Sbktd FBCAmrord Assarl vim Contact Endn.eraLlerMe Validated illy Ysrmad Submitted FBCAmrord waeyad Contact t9teiwaUoanta Validatedav SLtmNttd FBCAmroval configurations) bat � irt,a BAD& leg 1 titiat aft ygaJgp gjbpufacgitffi Y.gltiial dapro304 13i& 9 LTherma-Tru Fiber -Classic and Srooth-Star Nominal 801"Non-Impect" Glazed 12131/2022 No Yes No NIA A}annMien 2D20 PGT IndusMes Jens Rosmvd 101.1*0inds li-CER Merrill 9CCO-VAL II/O 20 1105202E 11/11/P020 Appruerl Resvision 2020 Ml Wedowfand Dona Stan Slinger Luis 4Larnas. PE Steven M Uroh. PE lmsr 20 100081 10I1912020 12M5/2020 Approved Affirmation 2D20 PGT Industries Jnc Ras W Mani-oadeacco-CER Man*01der BCCO-VAL 11109202E 11AT5fd)20 11/112020 Approed Composile Edge Fiberglass Single Door Category. Wnds- (941)486-0100 (786)315-2590 Cdep.y: Wind- (7"365-3300 PE62514 (717)317-6454 cargps-vend- (941)46(100 (7M 315-2590 QtnsalinglOutrwrg; X configuration) eubCMapory: FTAetl frosocsd@pguntlustrasc aWdtegary: WS- belehgee¢ml ill subcategory: kiailons lrceew9M®paindlrnil 10 J. Therma-Tru Fiber.02disic and Smooth -Star Nominal Bell"Non-Impect&quet Glazed 12/31/2022 W Yes No WA Cgnpllwr MYhod: Cervices. Mark or using Carplana Method: Eraluaecn Report tom a Compliance Msmmr Classical Man or Uding om Composite Edge Hbergiaaa Single Door with Florida Registered Atoll ora Licensed Florida Sdelne(s)(1 novilngfOutsving; XO, OX.a OXO FLAN34 MModrata - Proaeaiond Engineer FLAM4tl3Pf4rdcts configurations) 6805) 11 k Therms-Tru Fixr-Classic and S1ltooth-Star Glazed 127312022 Nomnal 68Y39:8 &quglass W Yes W MIA 6 Ammevedf.Uo Imaact Detlm Quiet, Assaares &ggM2eioruu AmrovadforUu � Composite Edge Flbagless Bubb Doe with or Double Door v srt9_4 Proel Mudd- Mhmb. a Memo $ Conned Emirdlm Dora Outside HVHZ t0.ti1tiZ )�. prig Praaupx Yodd Nappr a IMnna Pr,Muc[ D.scmpppp Copped Emtrdim bare t b) xvxr oitdda NVH2 &> presmn WOW: Sldelus(Insevi Outav4n XX or OXXO ( igf g; 5 PW-d520.(Large Ill Impact) Mnyl Fixed Window 04MM015 Yea Yea Yes NIA dndlty Aawrama Ap.pred for Uo A�oradfa lM � )ate 1 Muams is All Doore and Wln4dre Aluminum Muaom OSl262020 Vas yes Yes NIA conflgUlBtlbns) �aY Product Mom. Number a Namlre Prdduet aamlolian Cabad F_ankdlan Date II1.t0QiZ ) � , 12 Tru LThermil Fiber-Claeao and Smooth -Star Nominal 7Z39;0"Non-Impad" Glazed 12/3112022 W Yes No NIA 2 5784 Val III 12nin'l4 No Yes Yee WA Composite Edge Fiberglass Single Door QrnaWnpJOuteyvtg; X configuration) 13 m.Thermo-Tru Fiber -Classic and Smoolfil Nominal 7&039;0"Non-Impact&quct Glazed 12)31I2022 W Yes W NIA Composite Edge Fiberglass Single Door vrith eidelite(s) QnsvwrgJACwhavAng; XO, OX a OXO mnfiguFaoons) 14 in. Therms-Tru Floor.CYshe and Smooth-Ster NIomMI Usti nit, Glazed 12! 1/2022 W Yes W NIA Composite Edge Fiberglass Single Door QrrsWngJOutawip; X configuration) 15 o. ThermaTru Fiber -Classic and Srrovth-Sear Nominal 8&0039;046quotNon-Impadaquot Glazed 12l31/2022 W Yes W NIA Composite Edge Fiberglass Single Door with Ons,NrglQmawing: XO, OX«OXO conegura) 0ma configurational Florida Department of Business & Professional Regulation Pal gu Pa9a i d1 Florida Departnerlt of Business & Professional Regulation eg Page Florida Departnerl of Busitless &Professional Regulation Page rd2 1s p. ThermaTro Fiber-Okmt and SmocM.Star Nominal 8&039;0 "Non-Impact" Glazed 12131 /2022 W Yso, W NIA Blinding Codes and Standards 1).2021 Building Codes and Standards i0acill Building Codes and Standards 1fi2021 Composite Edge FWecglaas Double Door With Or without 8ldelikes (Inseirg/Outswing; XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. ThemseT. Fiber -Classic and Smooth -Star Nominal Ofilil 8"Non-Impad&qu li Opaque 12r3112022 W Yes W NIA -IMMONTmnaom(InswirgKXtswing;O.rXmnfguroWn) Composite Eopa Fiberglass Single Doorwith _ - _ Is r. r. Thermal Fiber -Classic and Smooth -Star Nominal Mill "lMon-Impact&quct Opaque 12/ 1I2022 W Yes W NIA Entity or lam! 20 1n1.Pendm Rat S9at LVW OL 2m an Etagln Do raft Fpgprg 291 211 pampa no - Composts Edge Fiberglass Sing as Door With Mum Version Validated B )rLtlied il .FBC Amrord iiYa zm , &&Mum Fax -Annul MU bg -dn facture S9piaVdlmetl are gam Validated Pao Approval EegL4Jr4Sidelits(s) and Transom (Inswirg/Outswing; OO, OIOX or Gi-mrigumbti ) Revision 2020 Jones Hardie Sulking Products. Inc. Ched Diercks V. Andrew Ten John a.ut ed, P.E. 01/05202i 12114/2020 01IM021 dig FBG Aarr, QeusiOf �� Ahsde Nick lyndm F. Schmidt. P.E. Ryan J. Kig; P.E. )711erz021 O1f152021 12212021 o4n32021 ApprWed Revise 2020 GAF Michael Bean Robert taeminen John W. Knerevie, PE D926f2D20 OB212020 10A122020 12/1&2920 Approved 19 e. Tharma Tru Fiber -Classic and Smooth -Star Nominal B8k39 Aquo0on-Impho(Squot; Opaque 12131/2022 No Yes W NIA Caleeay: Panel Wells (NO)545-83" PE-81802 (352)367-2326 Catapay: Pena wdk =-23n (3so)92z-23e9 PE43409 (813)787£S55 CdMWT. adding (60)706 11 PE-58166 (954)772-6224 Composite Edge Fiberglass Single Door with DuInCateol Siding ehad.diemks(giemesh.d ahbedagi Soft" mronPs Wilde.com Subcategory: Asphet Shingles mslbhQWl.eom .."Al (s) Qns,vingl0utawing XO, OX or OXO CompiMce Method: Evaluatia Report tom a e.com Compllame Method! Evaluation Report from a Compliance Method: Evaluation Report from a Continuous Head and Sill mrmlgum0ms) Modal Repaired Architect ors Acanxad Florida Florida RagidendAldhi(ect ore U-sed Flodde Flends ReglsteredArdhlaat or a Licensed Florida 20 t. Thermal Fiber-Chsslo and SmOoth-Stor Nominal B&II Bquet,Non-Impactaquot Opaque 12(31/2022 No Yr W NIA Praressbnll Engine. Professional Engineer Prdessimd Engineer Composite Edge Fiberglass Single Door with Sidefitall QnawingrOutswtrg; XO. OX a OXO F1l13ta2AE Prmhlcts FLMS212:Rs 1Vedrda Continuous Herod and Sill configurations) Quality Assurance Amrovadforli Andrei for Use know DOOM Gdar Asinine Animal for thes Amrcwd for lee kmid 92dm dWSV AsaerMnce Acwovedfa Uu Amrovfdfa Uu kam oftion 21 u. Thermaii Fiber.Cla"L- and Smooth -Star Nominal Bin $a 8,quotNon-ImapacliSquot; Glazed 12/31/2022 No Yes No NIA IN a Product Model. Nmbr or NmM ExWoUan D Product Description Cont ractDates X dl.l9(HZ Ouldtle YX2 Resistant Israel as a Product Mom. Number a Nam Product descriptionGoreraes ttxdrarlm Bell.i still Outside Senegal Pre -re Product Modal. . Nam. g� ) days HVHL It, Composite Edge Fiberglass Single Door with Sdatte(s) QnswinglOufswing; )CO, OX a OXO 1 Cw pleeh Lap Siding fiber -cement rep string 1211 Yes Yea NIA WA 1 a &grd3T": Solk Vent orSold Very" Sit 12/312023 No Yes No WA 1 GAF Asphalt Roor Shingles F'teal reinforced 34ab. lydnated, 5-teb and 1 V162022 No Yes HfA WA Continuous Farad and SII conflguratical 2 Herd.Pank Lew Siding i ner-cemanl lip acing 1213120123 Yes Yes NIA WA 2 to. 4quntAlance T4&qud; Soffe Vent a Solid vinyl Sort 121312023 No Yes No WA MpAldge asphalt Mangles 22 v. Thermal Tru Fba-Classic and Smociffi err Nominal 8E0I39:08squotlion-Inpac quoit Glazed 12611M No Yes No WA 3 c.8qud:Greenbrier vintage Beaded&Its: son Vent or Sold Vinyl Sda 1V312023 No Yes No NIA Composite Edge Fiberglass Single Door with 4 d &qud;05aqu0( Sd81 vent or Sold Viryn Sit 121312023 No Yes No WA SidMae(s) QnsWnglOiRBWIng; XO, OX a OXO 5 e. &qud:Chartw Cauglot Saist Vent. Sold Vasil Sari 12/312D23 No Yes No WA Continuous Farad and Slit configurations) 6 f. &qud,Supar Span&quoit Sole Vent a Solid Vinyf Soot I V312o23 No Yes No NIA 23 w ThermaTru Fiber -Classic and Smo h-S'ter Nominal 601 &,quc(Non-Imped&quil Opaque 12t3112022 No Yea W WA Composite Edge Fiberglass Door Panothr Ath Vented SdafWs) (inevAngfOutirl XX< X(X a XXXX configurations) 24 x TherrmaTW Fiber -Classic and SmoohStar Nominal 88,0301liquotNon-irrpad8quot Opaque 12I31/2022 No Yes No NA Composite Edge Fiberglass Door Panalewith Vented Slidell QnavvinglOuMwirg; )0( XKX a)000( configurations) 25 y. Theme Tin: Fber-Clasaic and Smooth-SMt Nominal B&M;e&qurt;Non-Impad&quet Glazed 12t3l/2022 No Yes W WA Composite Edge Fiberglass Door Panels vtth Vented Sidell QnsvanglOutew'y1g; XX ))(X or )000( Florlda Departmont of Business & Professional Regulation Page I i Flodde Department of Business & Professional Regulation Fate 1 a Florida Depertnert of Business & Professional Regulation Pepsi dl Cmfgurations) Building Codas and Standards 1ya?021 Balding Codes and Standards Iav2a21 Building Codes End Standards t9r�21 28 z. Therms Tm Fl7a-Clasiicand Smnoth-Star Nominal S&f139;0&gwtNon-Impact&quoit Glazed 12/31/2022 No Yes No W A Composite Edge Fiberglass Door Panels v4th Vented Sicken ) Qnavungloubinvi rg; XX XXX a XXX)( Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail calfguraadns) 27 za, Therma-Tru Fiber -Classic and Smooth -Sur Nominal 0&#A;88quot flon-Impad8quot Glazed 1=I/= No Yes No WA Composite Edge Fiberglass Single Door with 3SI Sdelrle(51 QnsevingtOulsWrsg; XO, OX a OXO configuraficns) 249r Emirs Zit Pia Date Pradino Enan at piE Dow PMNano )Yt oft landrv. gels 211 Dan Pencim lilt 28 zb.Therma-TruFiber-Call anoSnlo)th-Star Nominal Belli SquotNon-Irnpad"Glazed 1201/2022 No Yes W WA mm V,,[D Mannufacturnar EnherelLleroa VaarlatedBr YitI",d Submitted FBCAdamrd &linen Rom I1faa YIWm maMtlarAlra SdiMd Endn.ralJdrn. varatmer yam BubmMd FBCAmr,,W Assayed laigit 7los veraan Manufacturar contact Shallow aurw,sc ValMMedav vdidw abmaa/ PSGAmroval Approved aabra Composite Edge Fiberglass Double Door with Revision 2020 TAMKO Shlding Products LLC Kam Edon Robert Nieminen John W. Knezevich, PE 1Q042O2O 0929202E 10/122020 12/152020 Approved Revision 2020 L.V. Thompson, Inc. dJa Thompson Architectural Tory C hridmen Zadlary R. Prow Steven M Liver, PE 09MV2020 Of I'llil a 09R22020 12052020 Approil Ravlsim 2020 Fldlds Mil Products Inc. Clark Jones Jenee L, Buckr. I Seven M. Ufkh. PE ORR7202(I OW&2020 10042020 121111 APproulad 38#390 Sidelibes QnavMgiOutsvers. OXXO Cdaga3; Rocking (4171624AB41 PE-59166 i,a54)77b6224 Melds Conpany(TAMCO) (913)248-3458 PE74021 1717)317-8454 Cdeiay. Rpeel (904)783-8400 CBUCK Ebglnoarhg (717)317-8454 29 zc. Thermal Fiber-Clawc and Smooth -Star configuration) Nominal 8&1135,0 8gvok;Non-ImpadBwuvt Glazed 12131/2022 No Yes No WA SubCstegorY. Urderlaymena keni_etlan�lydto.mrth CMepay: Rodn9 "CM pry: Rooln9 ACa68sanes that are an tm pwroatoplig.00m aubCdagory: Rol Accessories that ere n a.klNilmo.eom PE31242 Composite Edge Fibe Itss Single Door with 30 13,E I> d9 ro 9 Compliance Method: Evaluation Report tan a Integral Part die Roofing system Integral Inti Pan ofthe Real System Cmpll-Method: Evdudin Repoli from a Sddile(s) Qnswingi0utewing; X0, O)(a OXO Fl.Ma Registered Architect are Uoansad Flame dMhot Evaluation Report tam a Florida ReglslerafAreheect ar a Licensed Fledda onf%Ill ens) Glazed '12131222 W Yes W NIA Prdeaaiond Engine. Florida Resigned Atari or. Unearned Florida Professional Engineer 30 zd. Therms-Tru Fiber-Gasaic and Smooth -Star 0 Nominal 8&Edge Rbe tNo Double Door Composite Edge Fiberglass Double Chia with PtOV13n4tlPro&lft _ Prdessbnd Engher 39=9;0 Sicietites(InaWnSfOutswing; OXXO AmwmdfmtAss Approved for that kwmg 229M flan IALEMd a configuration) scot Product Mom. Numbr.Nams Product Description Jp-( ji Outside HVFi2 $tq(a{� Pnwhn Approved for Use Approved fa Uu NHha )ill 31 ae. Themma-Tru Fiber-C4=Wc and SmoothSter Nominal 7&a39;0&quctflorl mpad&quct Shallow 12431I= €cries Composite Edge Glazed Fiberglass Singe W Yes W NIA 1 TAAIXO Rod Underlayments(HM4Z) Rod undedaymma for use in F BC HVHZ 0612912023 Yes No NJA NIA p Pmtlud Mam.Nurhh..Name fordmaa y Aura Product D Arbrowdfr Ust Approved In MWHZ oumds"I for We ll= g,at� DOWW Pre-, NMI 3 a2g& tQdd.HMM%KAMM 3-FLAMC $ilita:RV lO RigeVeMaqud: ggduat description S�Q Aluminum RMCe Vents to pitched mole fablcated 12/312024 ten MV14Z OL"dLn1D71 BWdrd !'hassu[! No Yes No NIA Door with or Without l&a3B:2 Sidelit(s(s) luisdoons. 1 TAMCO FlMTop01hPo0� Vent wish Bane tar Tie 26 ga. All rwfreOMa with boMe Cenci Yes Yes NM WA from O.OZ, Aluminum tinswingfoUtewig; Y. OX XO or OXO configurabons) 2 TAII Roo? Undarleyments(NON-HVHZ) R.Oundedaymanta for use In FBC..44VW C&282073 No Y. N/A WA 2 TAMCO Ge0u0ack Vad Epp. 0&0920ie NO Yes, NIA W/-52.5 l.leddbns. 3 TAMCO Off -Ridge Rqd Vn(with Bare 26ga. al roorvendldor with integrated bite OM2M Yes Yes NIA N/A 4 TAMCO Round Top Off -Ridge Vent rith Baf9e to, Tile 26 Oa. All rmfvmUiMor riot here 09/002028 Yes Yes NJA WA Florida Department of Business & Professional Regulation page di Florida Departmerl of Business & Professional Regulation Paget no Florida Department of Business & Professional Regulation page 1 er 1 Florida Department of Business and Professional Regulation pa 9 Building Codes and Standards lf/>ffi21 Building Codas and Standards 117=1 Building Codes and Standards 1R5022 Building Codes and Standards 3/15t2022 Product Approval Application Dotal) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CDA gym Version M mltt,W- Pam'PM raiaa Validated a, fit! 20Dde Pdrc enpeg Yta/ial aLgxn(ygd FBC Amon" )-yid gtat(p Gob leg S(4[ai94 - M nuf cr,, fygbrg caelact Dmb-&U- ValidatedFm 21& affix Validated 1LalamNt d RALEIDIM FBC Approval 20 shad BAB& Coda no version Manufstitu EMHV w Contact Engineer & License Validated Date Date Date Pending Date Validated Submit FBC Approval Bgplgved FL11ti259-R31 Rennin 2020 Lamnro Kini busy James L. Sudmer, P,E. Steven M. Und,. PE 1 V=020 1123J2020 112el ding FBC Aipn Revision 2020 Bml coding A1d.sah Rabin IAPMO Uniform Evaluation Gary W. Walker 11N32D20 110=020 11/05/2020 Mprol R-1510M 2020 Global Protection Products, LLC, Tim Robinson WatterA. Tilt Jr., P E. John W. Knezevlch, PE 09A) R[Y20 09108202E 10/01I2020 1211SM20 Approved Code Entilyo) = 2 pglg status Cal gay Roping (501) 083-0163 PE-31242 (717) 317-8154 cdegery: Reo/ng (601) 3801 Sar4oes LLC (ZO5) 854-OIR Category: Shirttail (954) SW-7545 PE-44187 (954) 772-6224 I>e Version MentifaetDrer Contact Fpgineer8 Valldetlxl BV VgljdBtBfl. g, u9RDfOVed Approved SuhCalsell Real Accessories that we an Partofthe Roonno System gdlsyclomnco.com subcategory: Roang Tiles compliance Method: Evdudlon Report from RdxnAlderam®bad.cp m SuMategery Storm Panels bm.robinscmCgppentcom Revision 2020 POLYGLASS USA Maury,Alpart, License John 10126UD2010/22l2020 FBC 12/15l202.0 Compliance Method: Evdpatimttei liana a Product evaluation Entlty Compliance Method: Evaluation Report from Florida Registered Architect oraLicensed .Florida Category: Roofing S9542331330SmalpeVpolyglass.com Robert Niaminen Knezeeich, PE Florida RegideredArdhOect or a Licensed Florida Professional Engineer SubCafegory: PE-59166 (954) 772.6224 11/01/2020 Prdeesidnd Engnew Undenaymenis FLSIIMM49 PtodLmft Quality AsurM Amrovidfor Uu Approval fat sae litim 1hissign Compliance Method: Approved for Ust Approved for UN aDogon $al 18 prneMaikamr or Mtemate, ,slee,CnrySeast ptlEnglb Flat Pro9a-OOmna,CO tr120 . No ..11dli Vas aft MIA MIA &f Product Mptlel.Number orName QualityArrUnne App farUr Approved forUse jgl= Prod UdDarlptbn CplhrebtE1a1ratlonWft In DufeltleHVH2 RM08M �R Evaluation Reportfrom ifaC eta In Hi outside HVHZ Resistant Iamushe Thatch Lamb; hmpad 1 20 Gage Galvanized Steel Storm Panels)HYHZ Corrugated Galvanized Steel Storm Panels retained 12131/2022 Yes Yes Yea NIA aFbridaRegistered 1 Deck -As" DA-4 aTR4BuiR Dedu-Nr DA4 Lwr Prdge. P 12/10/2025 No Yea No 97.fd97.3 17 Seamy 600-Stec. Shake&smp: Bolt Shake Fiat RMa-&adore. CA 12( 1/2020 No Yes NIA WA or not by tradxs to Provide hurricane protection. Architect or a Licensed McMnlayAKephed to Pyumtl DecN, Attached 6 Sexony800-%toShe&.Ani :SpIRShake Fat Profile -Mail CA 12131r"D M. Yes NIA WA 2 24 Gage Galvanized Steel storm PanaaMHVF2 Corrugatedr Galvanized Seel Storm Paned rote ed 12/31 2022 W Yes Yea NIA 19 sexony 700-Sraka, Sate &emD: 5ple Shake Flat Praa-StocHn, CA 12131202E No Vas NIA WA or not by ira,dca to provide hurricane prdedlOn. Florida Professional Engineer 20 27 Seany700-ahsk.,Ski demp;Solt Shake TillEapma faamsina Fat Profile - Ralo,CA 12131J2020 High Pray - III TX 12131202E No No Yea Yea N(A N/A WA WA FL#526).R31 Products 28 Mila Low Prdta - Katy. TX 12I312UZ0 NO Yes N/A NIA QuWlDoolon �Z for Use ARrMOutside 1temstat ® Sea M Product Me", Number or Nam otltraot Eta Contrj�� Product Deacrl non Dot* Outside HVH2 Pressure 1 Polyglass Roof Underlayments, Roaring underlayments (nil 2022 No Yes WA 4WA1-622.5 1 Polyglass Roof Undeftayments(HVHZ) Polyglass rod underlaymerks for use In FBC 121 Yes No NIA WA HVHZ judedlc8ats. 2 Polyglass Rod Untlerlaynni(nm-HVHZ) Polyglass rod underayments, for use In 12`2311 No Yes WA 4NIAl-022.5 FBC non-HVHZ judedkilots. Florida Department of Business & Professional Regulation Page I d I Florida Department of Business & Professional Regulation Page I aft Florida Department of Business & Professional Regulation pagan di 1 Polyglass Roof Undedayments(HVHZ) Poyg ass toff undersell ents for use in FBC 121232023 Yes MI No WA WA Building Codes and Standards 9 lrnrmn Build: Codas and Standards n9 17APa)21 Building Codes Standards )udsductra . and 19=1 2 Potyglass Roof Underlayments (non-HVHZ) Pdygtsss rod underlsymergs, for use In 12r231= No FBC non-HVHZjudetiletons. Yes WA •NIK-622.5 product ApprovalApproval Application Detail Product Application Detail Product Approval Application Detail 1 Polyglass Roof Underlayments (HVHZ) Polyglass rod underialeras for use in FBC1212372023 Yes No WA N/A - _ HVHZ jurisdictias. 2 Polyglass Roof Underlayments (n n-Hill J Polyglass roof underlaym ants, for use in 073l2023 No Yes WA 4WA/-022.5 EOi®C� 1>AG. 20Salk )�(g pill 20Dote prism pia ggga - FBC nbn-HVHZjurisditxiona. T Version Manufacturer Contact Em ineer&Utilities Validated By Validated Submtffiod FRICAomewl Approved status Nall YMi9D Mires Sorona randmaw au®sa Vaned By )Wpafg aub UW PSC Aoerovd A-yg guaM tea V..i- aimlhfdYul P�4fpt Stffia6 a validated By pxr Bl! let. Pndm go yatggtad FBC Approvd pia -rid all& 1 Polyglass Roof Underlayments (HVKZ) Polyglass rod underlaym arts for use in FBC 12123/2023 Yes No WA WA Revision 2020 All American Shutters and Glass Mks Barbell Flank L. Bernardo, RE Troy Bishgp, P.E. lGrO2020 10/152020 111DY2020 12J152020 Approl Revision 2020 opine Stuart Lens ICC Evaluation Sill LLC W ream M. Remark, PE i(y3112020 1022202D 11,06202E 11,05202E Approved Revision 2020 Commercial Concrete Pr.W.s.1nc. Rppen OIiI► Samuel A Greenberg John Hoy 12/16/2020 12118202E 12reWO20 Hang FBC AM, HVHZ jurisdictions. Category; Shutters (561) 712-9882 PE43046549 (954) 947.0880 CdaporY Structural Components (3211710-3377 (407) 681-1917 Siadiad Casiproduce rbf 3) 8893707 PE-34213 l352) Still-0311 2 Polyglass Roof Underlayments (non-HVHZ) Ppiyglass rod underlayments, for use In 12/23l2023 No Yes WA 4NJAI�i42.5 Subcategory: Storm Panels eta mlk Iarralcanshutte, subcategory: Truss Rip slev%@alpnftw.mm tubCal4goM- Products Introduced as fl Result cis Sub"4: PrecedgeforQyehoo wm FBC non-HVHZ jurisdictions. Compliance Method: Evaluation Report from a rs.mm Compliance Method Evuludin Report from is N-Techmmdagy Florida Registered Architectare Licensed Florida Product Evslusem EnSy Cwnpllmo Metered: Evaluation Report from a Prdeasional Engineer FI.Ide Registered ArdhNs:f or a Uansed Florida Prdeesidnel Engines FLM TSSS.R&Pfoducs OuatW Afa«arwc AoonYed to nits ADorovsd fr Ues � Dse PL*j774.te:ProdNta - QuallsAssuranm Approved for Use Approved for Use Impact Imatar StLi Product Model, Niamey. Name Product,: pg COMran EmYMlm Ore ID.Ii!AiZ Outside FIyF¢ Resirtara lenalgLs Sap0 Prod unit Modal, Number ter Name Product Descrlptlon Contract ExpraDwn Daft In HVHZ Outsll HV14Z fiasutent Prrsuro 1 ITW BOG/Akins Herer Strength(H&emp: 3) Meal Connector Pah 12/312024 Year Yes NIA MIA y1iftLg,- Aocraybd for JUse Approved fair use broad pgder, 1 24go Galvanized Steel Storm Panels 241 Galvanized Steel Storm Panels 12131/2022 yes Yes Yes WA 2 ITW BOG/Apine Hinge Rate Meal Connector Plea 12/31QO24 Yes Yu MIA NIA Aalit Pradxl Mttm. Name a MdtM Product DeaeHmnn Control EWridim Dae 10.ti)RZ Outside HVHL RedgMt lam. 3 7BC(d/APIN Truly Metal Conned«Pate 12/31R024 Yea Yes I NIA 1 xafany Prosa9lorCamnMrdsi Carron It.. Precast and Prestressed Concrete Lintels E52520N No Yee NIA WA 4 ITW BCG/Apms Wave Metal Connector Plate 121312a24 Y. Y. WA NIA bog � Menufecearr Revialan 2020 MITdx Inc. Cabral. Structural Components SmbCdsill. Turns Rates Complaints Method: Evaluation Report from a FAQ Product Ewluatiam Entty INA Product Model Nanbr a Mama M1s"s 2 M168H8 3 MI is 4 M718HS 5 MT20HS e TL16. M719 . TL20. M720 Florida Deparmmenl of Business & Professional Regulation Building Codes and Standards Product Approval Application Detell Page 1 d2 109f2021 Contact lmY1anisirA.L- VdMdad Br Yalidad. AllikOHM FOC electoral 9gg@lil ii{i1LL Erin Wakln ICC Evdu peon Sci LLC ICC Evduaeon Service, 0"112021 08MOM21 09l121A21 Apprised (2) a89-8935 LLC. evisidenCirril... 4205) 599.SBM ROdru DaacnppOn 18 ge. high strength trues -.ad. plate "lly Assistance COI tLreC1 EIMIrMIon DMe 12131=2 Approvedfor Use kill HVHZ Yee Approved for Use outside NVHZ Yes know &edatant N1A pedw bacon WA 18 gar super high strength truss connector plate 12J312022 Yes Yes NIA WA 1692. suss cmneda plate 12J312022 Yes Yes NIA WA 18 ga. high sb-gth truss -.ad. plate I W31=22 Yes Yes NfA WA 20 ga. high strength miss canned. plate 1213112022 Yes Yes NIA WA 18 ga. Wes conned. instant 1213112022 Yes Yes NIA WA 20 ga. truss tonne.. Ades 12131 2022 Yes Yes NIA WA r" Mtge: Epp Mnufmwrr Rovson 203E Wayeirhasuser Cdegohy: Sire lComponents stbCallol Engineered Lumber Corplirme Mrhm: Evaluation Report from e rtrrd2tJ)Nt)1radMte Product Evelutdn Entity $,sl Product Modal. taabr or Name 1 Meronm LVL 2 Persllem PSL 3 TlmbbStrend LSL 4 TJ Wm Board 5 Waysmseuser Rhin Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Details Pape 1 d 1 a14t2071 Fahtt.gt ads pia IBta..tmdm 292 Sip! 1ycense VMMoed [a vdlmed tg PBC Approval Approved It" Rate Bddwin ICC Evdu atlon Sail LLC In L.", P.E. 0792/2021 1 Dn32020 02I1DI ApR.ed 1263)9244476 (008)839-32ae Robet.Ba 14Mn (gweyerha ew..cam Lemineted Veneer Lumber =312023 No Yes NIA WA Parallel Strand Lunb. 03131=23 No Yes NIA WA Lonwated Strand Lumber 03/312023 No Yes NIA N/A Structural Composite Lumber a Crlented StMmd 03212023 M. Yes N/A WA board mm Board oriented Strand Scan RYn Board 03/312023 No Yes N/A WA 2291 b= Verde o M,,d ,, Afinnstion 2020 Alpha Aluminum Inc. Category: Panel wells rkbC.bWa: SaR9 Compliance Mehod: Evaluation Report tome Florida Registered Architect or, a U-sed Florida professional Engineer ilffit Reined Yptld. Mama a limo 1 Alpha Nummum Sold&: Vented All um 8cfrr CMU Lamp; Wmtl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ErMy car & Licarme Jose she Wit R. Lomas (407)Wll PE-02114 phi aludnumi ligyaho o.mm Product 0,,iZ- Alpha Aluminum Sdku & Vented Ahanbum SoffN Chi Lamp; Wood Page t d2 901 teal =1 Dab Pmcim an Validated av yagdiad mad FBC A-,i Anatol Seven M. III PE 11Ma202E 111ISM20 1120202E Approved (717)317-8454 OudNr Aafuroue Approved for Use Approved fa Use imow pedM GR la. HVHZ J,3dLd, Kill BHai lYaaM101 07/102023 NO Yes No WA May 27, 2022 N Cn -a ] U CD Q c ^C U O l = O 5_O W U_ O .�^ CHI CD O to O tk..i �E Cn ii ._ // /U'� VJ Q Z Z W J �= N �. co _10 ? I Li CD 0 V G n Ca C co x 'fl mHun O C-4 cc (A CM O N to 3 = a) d 10 °C 3 co O •op Gt Q) � C O •� T 4M a C O O a ) E Z CnCIO _ O O � U no W cn aaa4d k< O L� W W z J z Q J t2 SHEET NO. PA 1.1 .,. .. , � i �a� - �-�.°..�r�..lx�4.i"w , ..- 1�lP ,.J ._', �.,v�J: �a+, �. �� - � :]:.,�1'....&11u.u� • .. _. � � .ay. 1 - ..,.. �.. a... .�. �. .-.. .. L 11 In I If I s , 1 Ill lr,ar 7 1 fill Pirl e.n I I ^AI ' ill _I J1 I 1 1, 1 1 a � C0 (D U 0 Simpson Strong -Tie 2020 FBC Approved Products For 1:11I Inks to all86TaMnovals listed below, CLICK HERE. Updated 12riOM20 Simpson Strong -Tie 2020 FBC Approved Products For teem tnKs to all 8811"approvars listed below, SLICK HERE Updated 12f=?(120 Simpson Strong -Tie 2020 FBC Approved Products For daedl InKs to all 88T approvals listed calm, CLICK HERE Updated 12W12r120 Simpson Strong -Tie ie 2020 FBC Approved Products For direct Inks to all SST approvals listed below CLICK HERE 3n/202 Updated 12/o N 0 oO O LL• ' For addtionsiintarmsponregarding Haide'sstatewide Product Approval 3ystemand MsmI4)rdeCounty NgtksofAccaptaaceINCA),CUCKHEaE For sdd¢bnelimamatlonregarding Flcnda'sStatewide Product Approval &ystamand Maria0adeCounty NdttosafAcreplsaca(NOA),CLICK HERE ForaddtiotellMamaponrogardhgFldnde'sStatewideProductApprovalSystemendMlami-bade County Notice, of Acceptance(NOA)ICU ,CUCKHaRE For addtkmelInformatiionregarding HandlesStatewide Product Approval System aldMarn-OadeCounty NoUttoofAmptesce(NOA),CUCKHERE. "� FL S-R7 FL#10445-Rti FL#10456-R3 11 HUS, HUSC series hangers Face -mount hangers available In widths rangingfrom 1.516'to 3 U c N 9116" and heights ranging from 4.5t16" eo I I" Concealed flange §MM Product Modal. Number or Name Product Description JW Product Model. Num tar or Name Product Demdollan a�J Product Nodal. Number or Name Product Description version (HUSC) available for models having width equadto or 0 0 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diamaterTitan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 HT, M, BTH BrlckTies greater than 3-9/16" 0 L L 2 APA21, APA4, APA6. APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMSTI4, CMSTC113 Coiled Straps 12 (USsories-hangers Face -mount hangers available in vvlldtha ranging from 1.71&'to 3- Q 0 3 APB44, APB44R, APVB66, AP13WR, APB88, APB88R, AP5101 Q. AP8101DR. APVB44, Outdoor Accents Post Bases 3 C314, C516, C518, C520, CS22 Coiled Straps SIB" and heights ranging from 9.10'to 16' = � 0 _ E _ FLM"o-Rig APVB44R, APVMi APVB68R, APV688, APVB88R, APV61010, APVBIQIOR 4 CSHPIS, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.89-SDS, LGU5.7--SOS Face -mount hangars (a 0 -4.- %*- (a 4 APOJT24, APDJT2R4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVD92-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU21C Face -mount hangers 0 fi2a Product Model. Num tzar or Name Product Description APVD,fT'2R8 8 DSP, SSP, TSP Shad to Plate 8e 15 L.UC262, LUC2107 Face -mount hangers 0 f SD10112OBB Outdoor Accents Connector Screw 5 APHH46, APHH48R, APHH610, APHH61OR outdoor Accents Heavy Hanger 7 H1, HiCA, H2,5A,. H3, HO, H7Z, H16, H16S, HIS-2, H16-2S HurricaneTies 16 LUS series hangers Face -mount hainidths gersavailable in wranging from 1-9/16"Lb 4- 0 � 0 L 2 SD9112, SD9212, SDI0112, SDI 0212 Strang-DriveSD Connector Screw 6 APL4, APLB; APT4, APT8, APVL4, APVL8; APJT4, APVT8 Outdoor Accents L and T Searrn-soColut r Ties 8 HGT-2,. HGT-3, HOT-4 Heavy GlyderTiodown 5/8" and heights ranging from 3" to 10-15/16' . � (n 0 3 SD9112SS, SO9212SS Strong-Drivaso Connector SS Screw 7 APLH24, APLH24R, APU 126, APLH28R, APLH210. APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tio 17 MGU3.e3-SDS, MGU5,25-SDS, MG U5.50-SDS, MGU5.62SDS, MGUT.00-SDS Faoe-mount hangers .E (U 4 SDCF22434. SDCF2251Z SDCF22614, SDGF22700, SDCF22858, SDCF221014, Strong-I�rNe.S[X P Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2 SD51 S. HSSL-2 SOS3, HSS2-3 SDS3, HS84-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangars available in widths ranging from 1•g116 m 5 , _ ♦+/-1a v! Q SDCF221134, SDCF221334, SOCF271958, SDCF272358 9 CBT2Z: CBT4Z Concealed BeamTles 11 HST2: HS731 HST5. HST6 Straight Straps 1/8" and heights ranging from 6-15115'to 19-1121, 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, 6DCP22912, Strang -Drive SDCP Timber-CP Serevv 10 CJT3Z, CJT4d, CJT5Z, CJTSZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 19 MUS26, MLIS28 Facamount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI SKTZ. HTSQ2OKTZ Heavy Twist Strap 20 SUR. SUL, SURD SULC series hangers Skewed face-mourrthangers available in widths ranging from 1- 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to, 3-W S" and heights ranging from 31M &'to 13314" 7 SOS25112, 80825134, SOS25200, S0625212, SDS25300, SOS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 F-C4, FCS Framing Cops 15 L3TA9, LSTA12, LSTA15, LSTAIS, LSTA21: LSTA24, LSTA80, LSTA38 Straight Straps Concealed flange version (SURC, SULC) available for all doubts SDS25500, SI7S25tT00, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed, 8 SD5251128S, S08252006S, SD625212SS, SDS2530OSS. SOS2531256 Strong-DrweSDS Heavy -Duty Connector SS Screw 15 GAT. GA2 Gusset Angles 17 LTH20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF273O Strong -Drive SDWF Floor -to -Floor Screw IS H2A, H25T, He, H10A-2, HI OS, H14, HGAi0 Hutdcen6Ties 18 LTS12, LTS16, MIS, LTS20 Light Twist Strap 8"and heights ranging from 2-5/8"to I I -VA" 17 IS HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, 148760, MST72 MadiumGiderTiedown Straight Straps FU110007-Re 19 KBS1Z knee -Brace Stabilhrai 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, M8TA24; MSTAW, MSTA38, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC5Z MSTC88, MSTC78 Straight Straps AS" Product Model- Number or Name Product Description 21 LCE4 post Cap 23 MSTC4823, MISTC68B3 Pre -Bent Straps §KJ Product Model. Numberar Name Product Descrlotlon 1 ATR&8, ATR1/Z, ATR54 ATR314 Threaded Rods 22 LWO, L660, LS70, LS90 SkewrableAngles 24 MST126, MST136, MST148, MSTI60, MST172 Haight Straps i BA series hangers Top flange hangers available in widths ranging from 1-SM61'to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUM3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSIZ MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1181c, W', 3 SP3I8.2, BP1/2, SP112-3, BP5/8-2, BP518-3, B133/4, 1313314-3, BPRTUD34 Bearing Plates 24 LSSJ2612, LSSJ26RZ, LS5J26LZ, LSSJ28RZ, LSSJ21OLZ, LSWZIORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2:10-18, NCA2k12-15 Bridging 2 DGBF Series hangers Top flange hangers available in widths ranging from 3-518'to 7- 4 CNW3B, CNWit2 CNW518, CNW3/4, CNW5J8-1/2, CNW3J4518 Coupler Nuts 25 LSSR1.81, LSSR21, LSSR2.37, LSSR258. LSSR210-2, L.SSR410 Field Adjustable Slopeable/Skevooble Hanger 27 RCW212, RCW814 Wan Bracing 1/9" and heights ranging from 9-1/4" to 24'. 5 CTUD55, CTUD65, CTUD66, CTUD76, CTUD76, CTUO77, CTUDST CTUDBO. CTUD97, Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangars Top flange hangers available in widths ranging from 1-117' o 3- CTUD96, CTUD99 27 ML232, M11-242, ML282, ML28Z, ML2107 Angles 29 RSP4 Shad to Plate Connector 518" and heights ranging from 7-IX' 0 24', 6 N3, W, N5, N6 Heavy Hlxc Nuts 28 MMHB Roof Tie -Dow 30 SPt, SP2, SP4, SP6, SPB Stud Plata Tie 4 DGHF series hangers Top filings hangers available in widths ranging from 1-314" to 3- 7 RTUD3,RTUD3B,RTUD4,RTUD4B,RTUD5,RTUD6,RTUO7,RTUDB RatchetingTake-UpDevice 2D MMHC Hinged Roof Connector 31 SPH4,SPH6,SPH6 Heavy Stud Plate Tie 5B" and heights ranging from 9-1/4"to24", 8 TUD9, TUD10 Take -Up Devise 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SSS, SS4.5 Stud Shoo 5 EGS, EG7, EGO settee hangers Top flange hangers available in widtls ranging from 5,114" to 8- 9 TUW38 Take -Up Washer 31 RBC;RBCP Roof Boundary pips -33 ST9,ST12, ST18, ST22,ST292, ST2122, ST2115. ST2215, STa215, ST8224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 52-117', 10 URSS 318" Uplift Rod Run T'iedovn System 32 RST-3 Roof Tie -Down 34 TB20, T827, TS30, T836, TS42, TB48. TB -A, T856, TBSO Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-519 c, 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC27, RTI 44 Rlgld Tie Connectors 35 TWB10, TWB12, TVVSI4 Wall Bracing 114" and heights ranging from 11-114" to 321. 12 URS5 5/8" Uplift Rod Run Tledown System 34 STC, STCT, DTC, HTC4 Tniss Clips 36 VGT, VGTR, VGTL Variable Pitch Gilder Tiedovwn 7 GLS series hangers Saddle hangers available in widths ranging from &I W1 to 8_718" 13 URSB Tin" Uplift Rod Run Tiedown System 35 7JC37, TJC57 Truss Jack Clips 37 W8108 W8108C, WS126, W6126C, WB1430 Wall Bracing and heights ranging from 8-1121 to 28". 36 ZZ Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-114 o 7- 1/8" and heights ranging from 11"to 37' FL M0441-RG FL.#10831-R5 9 HB sar is hangers Top flange hangers available In widths ranging from I-9I10" to 7- FLM10447-RS 112" and heights ranging from 8"tc 30" egg jjj Prpdilat Model. NUmberor Name Product Dascrda Lion Sea M PmdM Model, NumbeLnr Name Product Descrlption 10 HGLS series hangers Saddle hangars available in widths ranging from 5-174" to 8-715" LU 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Descrtpton 1 C13H2.37x5.5, C13H2.37x7.63, CBH2.374.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC10/4, HDCI= Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers avalable in widths ranging from 3-1/4" to & 3 HDQB, HHDQ11, HHDO14 Haut -down 2 DSC2R-SDS3, DSC21_.SDS34 OSC5RSDS3, DSCSL-SD93 Drag Strut Conhecots available in widths ranging from 1416" 0 39/18" and heights 7/6" and heights ranging from 7-ir2" tc 32' 4 HOU2, HOU4 HDU5, HOU8, HOUiI HDU14 Hold-down 3 CHIC Gable Brace Connector ranging from9.1/8" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" td 7- 5 HPA26; HPA35 Strap style purlin anchor 4 HCP1,81, HCP2, HCP4 Hip Corner Plate 3 HGU3.6350S, HGU5,25-S.; HGU550-SDS, HGU5.62-SOS, HGU7.00SDS, HGU7,25- Face -mount hangers 1/8" and heights ranging from 14" to 33" a LSTHDS,LSTHDBRJ Shapsitylehold-down 5 HHRC2.2,HHRC42,HHRC42-2,HHRCV181,HHRC44,HHRC525/3,25HHRC5,371312 Heavy Hip to Ridge Connectors SDS,HGU9,00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 23f16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" o 26'. 8 MPA132, MPAi44 Strap -style purlin anGhar 6 HRCI-81, HRC22 Hip Ridge Connector 31B" and heights ranging from 5-6N6" to 12-718" 14 HUSTFserieshangers Top flange leist hangers available in widths ranging from 3-118" to 9 PAIS. PA23, PA28, PA35. PA51, PA68 Snap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 RafterHmger 5 HHGU5 25SDS, HHGU5.50-SDS; HHGU5,102SDS, HHGU7 00-SIDS, HHGUY 25-SDS, Face -mount hangers 3.9118" and heights ranging fromS-318" to 13-1/8' 10 PAM8, PAI23, PA128, PAI35 Strap -style purfin anchor 8 LSU25, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9118"0 5- 11 STHD10, STHD1 DRJ Strap -style hold-down 9 TSE4, TBE6 Truss Soaring Enhancer 6 HHUS28-2, HHOS28.2, HHL IS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110: Face -mount hangers 112" and heights ranging from 3-T/16" o 16' Concealed flange 12 STHD14, STHD14RJ Strop-stylehold-down 1D TC24, TC26, TC28 TtussClip HHUS725I10 version (HUCTF) available for all irodelshaving width equal toor11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA416, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skswed face -mount hangers available inwidthsranging from 3- greater than 2 9118 . 70*4 THAC42Z THA426THA422-2, THA426-2 118" to 5-118" and heights ranging from 4314"to 15.3W'. 16 HWP series hangers Top flange hen gem available in writhe ranging from 1-9/18"td 7- 12 THAI1.81122, THAIZ.06/22, THAl2.1122, THAI222, THAI322, THAI3522, THAt422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC) available or all 118" and heights ranging from 5-3S"o 28"13 THAL422, THAR422 3kawad Truss Hangar double 2X and 4Xmadels; a*acuteflange isconcealed.17 HWPH series hangers, Tap flange hangers available in width* ranging from I-91180 7- 14 THJA28, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28. H U210, HTU18-2, HTU28 2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5318 0 3Z' -a ; 15 THJM2.4-SDS3, THJM2-5SDS3, THJU28, THJU2S W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-9118" o 7. 18 ITS series hangers Top flange hangers available in widths ranging from 15/18" to 3- !7: V :1'. y�j 16 TSSR2.24 Truss Spacar-Restraint i12" and heights ranging from 2-718" to 1 &1(4"_ Concealed flange S/8" and heights ranging from 9-i 18" to 16' CD 17 VPR2, VPA25, VPA3, VPA35, VPAd Variable P'tch Connectors version (H UC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9tl O" and heights CL r� o 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.38" to 7.14' to c N 10 HUG01B1/9SDS,HUCQ1:81/11SI3S;HUCC121D-2SDS,HUCQ210.3SDS,HUCQ310- Face-mounthangersJBAserloshan'ges Top flange hangers available inwdthofl-9/'18"andtre(ghts = h�i SOS,HUCQ410-SDS, HUC0412SDS, HUCQ5.25i'g-SDS, HUCQ525/11-SDS, HUCQ610- ranging from 9-VIWilo13-118" ro o SDS, HUC0812-SDS � � N ao at Y Qs d E `" C o � Q 3 0 d ar s ' ao y � o y Qa tO o a w h_ ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 ® Simpson Strang Tie 2020 FBC Approved Products Updated 1201MA20, ® Simpson Strong Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong Tie 2020 FBC Approved Products Updated 1N•r0/2021A For droctInkstonilSSTapprovalslisted blow,CLICKHER E. For lociInkstorallSST approvals Wodedbelow, .CLICK HER E. For direct links to all SST approvals Rated below,. CLICK HERE For direct Inks to all SST approvals totedbelow, _CLICKHER E For additional idama6orregerdingFlanda'sStetewideProduct Approval System and ManxLiadeCounty Notice crAcceptsnce(NOR),'iI f. For additionalinfamatonregardingFlonda'sStatewideProductApprovalSystemandMaitr4>adsCountyNoticeofAcceptance(NOA),2Uxr�i:r . .FeraddtbnalinformationregardingFlondss5tatewideProductApprovalSystemandMarrii-Dade CountyNotx»ofAcceptance(NOA),DUCKHERE, For additional information regarding Flon clas Statewide Product Approval System an d Mani Zade County Notice of Acceptance 1140A), gUOLUZU. 21 LB series hangers Top flange hangers available in width of 1.9118" apd heights FL#11468-R8 18 &LBV1 56, S/LBV1,81, SILBV2A8, SJLBV2.37, &L BV2;56, SiLBV2,68, S1LSV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anahorfor concrete ranging from 5-&8" to 15-1 IF' Sa BV3.56, S/LBV3,62: S1LBV4.08: S/LSV4,12, S EV428, SLBV4.75. S/LSV5.60 8 Strong-B02 (S'T82, ST1324SS, ST62-6SS) Strang -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights §A" Product Model. Num beror Name Product Description 19 SILTT20, WQTT2Z, SMTT14, HTT4. HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-NIW' 0131/8" 1 HHU5210-3, HHUS21 p 4 Joist Hanger 20 S/MST60, SIMS772 Straps 1 IS TO (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-114SS, THMHBSS, THD-CS, THD-CSSSM Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangars available In widths ranging from 3-IX'to 6- 2 HRS6, HRSS, HRS12 Strap Ties 21 SP4: SIPS SWd Plata T'Ies available with hex head In carbon steel and Types 304 and 316 7B" and heights ranging from 9" to 33-117' 3 HUCQ210-2-SDS, HUCO210,3-SDS, 14UCQ310-SOS Joist Hanger 22 SSP, DSP; TSP Stud Plate Tits stainless steel, at with countersunk head it carbon steel and 24 MEG5, ME07 serifs hangers Top flange hangers available in widths ranging from 5-1 W to 6- 4 THG82, T1-IG83, THGBH 2. THGBH3, THGW4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel WO" and heights ranging from 9" tc 32-172' 5 THG02SOS3, THG03SOS4.5, THGOH2-SDS3, THGQH3SD54.5, THGQH4-SDSS Joist Hanger 24 TBD22 Truss Bract Diagonal 8 Titan HD Rod Coupler (TH0:37634RC, THD50934RC) Then HO Threaded Rod Couper for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" 0 5- e THGVi-3, THQW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Ttlen HD Threaded Rod Hanger (THD825158RH. THDB37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete U) I M" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 25 PF, PFB, PFD8, PFDSB series hangers Tap flange hangers available in vAdth of 1-911 6'and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging frorri to 7-118" FL#11473-R5 FL#13904-R5 (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.91le" o 7- ProtludlRlotlel, Numtteror Name Product Dmdotten §g1fi Product Model, Numberor Name ProductDeurotion FL#16230-Rig 118" and heights ranging 9-114" o 32". 1 0ETAL20 Double Embedded Truss Anchor 1 CCQM3.82-S3SHDG, C:CQM4-62-SDSHDG, CCQM5.50-SDSl [+W, CCTQM3_62-SDSG, Masonry Pier Caps 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4;82SOSG, CCTQMS.50-SDSG, CCCCIIfflS2SOSG. CCCQM4.82-SDSG, §gLg Product Modal, Number or Name Product Description 3 Hi6, HISS, Hle-2: H15-2S Hurricane Tie CCCQM5.50SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FLM0860-Ra 4 HFTA12, HIFTA16, HETA20, HETA24, HETA40 EmbeddadTruss Anchor 2 ECCLQM3.62G-KT ECCLQM462G-KT,ECCLOM5.50G41. ECCLLQMD3.82G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy, Adhesive for masonry 5 HETAL12HETALIB,HETAL20 Embedded Truss Anchor ECCLLQMO462G-KT,ECCL1UflMD5,5DG-KT,ECCLRQMD3.82G-KT,ECCLRQMD4.82G- 3 SET-XP SET-XPHigh-Strength Epoxy Adhesive for masonry yea 9 Product Modal. Num leer or Name Product Description 6 HGAM10, HM9 Masonry retrofitranneotors KT, ECGLRQMD5,5OG-KT 4 Strong -Bole 2 (STB2) Strong-Bole-2 Wedge Anchor for masonry �� 1 ABA". ABA44R, ABA46, ABA46R: ABA66, ARA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU40, ASU46R, ABU5.5, ABU&6, ABU65, ABU66. ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-S=.5, LGT4SDS3 Girder TiedarAi n 4 LGUM25-2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM28.3, LGUM26.4, L33UWIO-2, Masonry Beam Hangers 6 Tin HD (THD-H4SS, THD-HBSS, THD-CS6SS) Titan HD Heavy -Duty ScrewAnchor/or comets available in 304 ABUSSR, ABU1010 ABU101 OR; ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor L GUM210-3, LGUM210-4, LGUM48- 4GUM48, LGUM410 or 316 stainless steelwith ith hex head. and 316 stainless steel with 3 ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWWRZ, A13VW-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, ME-TA40 Embedded Truss Anchor 5 MSHA3.12/9.25, M8HA312/11 25. MBHA3.56/725, M8HA3.5619 25, MBHA356/11.25, Masonry Top Flange Beam Hangers countersunk head 4 A04, A04R, ACE4, AC6, ACBR, ACES Poet Cap 11 MSTAM24, MSTAWS, MSTCM40, MSTCMSO Strap Tie for Masonry MMAS68/11 88, MBHA3.56114, MBHA3.56/16, MSHA3,6SR8. MBHA5.50/7 25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for cancrde or masonry z 5 BC4, BC46, BC4R, BOB, SCSR, BC8, BCS2-214, SC82-3/6 Post Cap 12 MTSM1e, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.SUM.25, MSHA55W1.25, MBHA5-50111.88, MBHA5 50M4, MBHA5 50M0, 6 C844, CM, C848; C1388, COSS Embedded Column Base B MBHA5 50H 8 MSHU3,56J11.25, 7 8 CS5044-SDS2,'CBSQ46-SDS2, CBWUU-SDSZ C88Q88•SOS2, CBSQS5-SOS2 CC, ECC, ECCU Series Embedded Column Base Bolted column caps with W1 ranging from 31/4"to 9-1t2' and FL*l14WR5 MSHU3 5" 25, MBHU3,5&11,88, M13HU3.56114, MBHU8,56/16, MBHU3 66118 MBHU55019,25, M13HU6.501I1.26, MBHU5.60/f 1.88, M8HUS50f14, Masonry Beam Hangers FL#16111137-R3 > W2 ranging from 35/8" to 7=U2" MSHU5.50M6, MBHU5.50118 §2a Product Model. Numberor Name Product Desarithtlon CIO0 9 CCQSDS2.5. ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to9-1/2" and 8aa fit Product Model, Number or Name Product Description 1 X334SIOI S-5K, X1S1018, Xf 810IO.4K, XQ1 S101 S, XQ161016.4K #10-16 Strong -Drive tX Mt�i Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-&8" to 7-1/2" 1 DTT1 Z Deck Tension Tie DNII Point /1 10 CPT44Z. CPT88Z, CM88Z Concealed Post Tie, Base 2 HD12, HDi9 HD58, Bolted Holdowns Sailed FL&3975-R8 2 XLQ114171224, XLQ114B1224-2K #12.24 Strong -Drive XL Large -Head Motel Salf"Drilling, Tapping CL i 1 E-Pt344R EPB44, EPB46, EP13136 Embedded Past Bass 3 H03B, HD78, HOPE Holdowns S©rsws with #5 Drill Point and Large Diameter Hex Washer Head 12 E-PS47 Embedded Post Base 4 HTT4 HITS. RTTS-3/4 Tension Ties S" N Product Model. Nurn bar or Name Product Descriptlon 3 XMQI14el224. XMQ11461224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB66 Embedded Column Base 5 LTT1g, LTT208, LTTI31 Light Tension Ties 1 SOW22300, SDW22338, 50W32438, SOW22458, SDW21500, SOW"26W, SOMS38, Strang-Deve SOW EWP-PLY and TRUSS -PLY Sarene Tappn9 Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDVM634 4 XQ114S1224, XQ11461224�2.5K X1141S1224, XQ112S1224, X011261224-2K #12-24 Strong -Drava X Metal Self -Drilling, Tapping Screws with 96 L }e 15 MP844Z, MPB88Z, MPB88Z Moment Post Base 2 SO MC15450, SDWC15800 Strong -Drive SOWC TRUSS Screw Drill Point U 16 PB44, PB44R, PB46, PBS6, P96UR Embedded Post Base FL#13628-R5 3 SOWH1930008, SDWH19400D8, SDWHI91OODB, SDVAtH198O0DB, SDWHlPiU ODB Strong -Drive SDWH TIMBER HEXScrew 5 XU34S10I6, XJ34BiC16.OK #10,16 Strong -Drive XU Metal Self -Dolling, Tapping Screws with 17 PSS44A, PBS46, PBSOe Embedded Post Base Num ber Name Description 4 SDWH274gOG, SOWH27SOOG. SOWH2780OG, SDWH271ODDG, SOWH2712DOG Strong -Drive SOWI-I TIMBER -HEX HDG Screw #1 Drill Point 18 Pew PSVtO Round Post Base .'',en # Product Mode, or Product 5 SDWS1621Z SOWS1630Q S'DN/SI6312, SDWS18400 Strong-DriveSDWS FRAMING Screw 19 PC4440. PC46-18, PC4&16. PC64-10, PC66-10. EP044-16: EPIC46-18, EPC48-IS, Post Cap 1 SS&Sx24, S8718924, 581x30 88 Anchor Bolts S SDWS19800, SDWS1.9712, SDWS22400,SDWS22WO;SDWS22512, St: W8225m, Strong -Drive SOWS TIMBER Screw (Intenor Grade) O EPC84-18, EPCSB-1S 2 SST816, S5TB20, SSTB24, SSTi 28, SST834, SST836. SSTBi BL, SSTB2DL,. SSTB24L. SSTS Anchor Bolts SDWS22800, SDWS22900, SDM221000, SOM221I00, SOWS221200, SDWS221500 FL#d5320-RO 20 PC4Z, PCiIRZ, PCSZ, PCBRZ, PC8Z, PCSRZ. EPG4Z, EPC4RZ, EPCBZ, EP06RZ, EPC8Z, Post Cap SSTB28L 7 SDW522300DB, SOWS2240008, SOWS22500DB, SDWS72800D8, SOWS2280008, Strong -Drive SOWS TIMBER Screw (Exterior G fade) ^ EPC8RZ SDWS2210DODB Sea it PraiductNtodal. NumhiarorName Product Dascrrotimh 1••� 21 PPB44-4Z, PPB446Z Post Base 8 SDWS223121388, SOWS22512D8B Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB48, DSSCB48, DSHS Bypass Framing DrTtStrut Connector V'^/ 22 RPBZ Retrofit Post Base FL#18872-R4 9 SDVM7300SS, SDWS2740DSS, SDWS2750OSS, SDWS276OOSS, SDWS27800SS, StrongQrIve.SOWS TIMBER SS Screw 2 FCB43.5. FCB45,5. FCS4Ta FCB49 5, FCB4115 Bypass Framing Faed.Clip Connector SOWS271000SS, SDVVS2712DOW 3 F-PHSD34S101S, FPHSD3481018, FPHSO34B101S-5K. FPHSO3481214. #10-16 and #12-14 Strong -Drive FPHSO Framing-o-CFS Self- V San x Product Model, Number or Name Product DescrlMian 10 SDWV13400 Strong-DriverSINW SOLE TO -RIM Screw FPHSO3481214, FPHSD34B12145K Dolling, Tapping Screws ICU FL#10666-R3 1 CMST12, CM5T14 CMSTCI6, CS14, CS16, CS18 CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2-25, LSFC4.25, LSFC6,25, SFC2.25, SFC4.25, SFC6 25 Shtal Framing Connector M 2 HRS6, HRSB: HRS12, FHA6, FHAQ, FI-1Al2, FHA18 FHA24. FHA30, MST126, MST136, Straps 97 mil (12 go) 5 LSSC4.26, LSSC6,25, SSC2.26, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSCe.25, Steel Stud. Connectors e ■ ■ IS" 1 Product Model. Number or Name FJA, FSA Product DescMptlon Foundation Anchor 3 MSTI48, MST160, MSTI7Z S1MST27, StMST37, SIMST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTSWC HesvirTwistStraps FL#16363-R3 a MSSC4.25KW, F45508.2514W RCKW8, RCXMs, RCKW7.5, RCKW3S. RCKW5.6S Rigid Knee Wall Connector 2 FRFP FiatRetrord Foundation Plate 4 LSTA30, LSTA38, LST149, LSTi73, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5,9CB45Z, SCB47.5, SCB49.5, SO6411.5, MSC1545-5, MSCB47.5 Bypass Framing Slide -Clip Connector O_ 3 GH48-5; GH466.8, GH48-6. GH48-8, GH410.6, GH410.8, GH66-8, GH86.8, GH68-6, GHB& Girder Hanger 5 L.STA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA34, ST292. 572122, ST2115, ST2215 Straps 33 mil (20 go) §20 Product Modal. Hunter or Name ProductDescription 6 SCS32-5197, SCS62-5/97, SCS82-51118, SCS8251118 Bypass Framing Connector 8, GHS108, GH810-8 8 LSUBFI3.25, SUBH9.25, MSUSH3 25 Bridging Connector 1 AS I S, AS 1855, AS 18S6 18 ga Truss Plates 9 SCW3.25, SCW515 Head-of4* 81 de -Clip Connector 4 GLB5A, GLB58, GL85C, GLBSD, GL87A, GL87B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ge, High Strength Truss Plate 1D SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT812, GLBT516, GBLT616, OLDT520 GBLT020 Glulam Bearing Plate 8 LTS12, LTS18, LTS18, LTS20 Light T wistStraps 3 AS-20 M ga. Truss Plate 11 S893.518 Bypass Framing Slide -Clip Strut Can nectar L 8 HGLBA, HGLSB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA3e, ST0215, ST6224, ST9, ST12. ST1 S. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 as) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong-Onve XLSH Shouldered SeFFDrilling, Tapping O ICU 7 HOT-2, HOT-3, HOT-4 HeavyGLrdarTiedown 10 MSTC68, MSTC78, S78238 Straps68 mil (14 go) Starove LL( 8 UFP10-SDS3 Universal Foundation Plate 11 MTSi2, MTSiS MTS18, MTSX. MTS30, MT824C, MTSWC Medium Twist Straps 13 XQ1S1p1 S. X01B1018-41K, X01S1214. XQ1 W2148.5K, XQ78S1224, X07881224-3k, 410-1& 4T2-14. and *12-24 Strong-Or'weX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S81.56, S/BI A1, Se2.06, SIB2,37, S62.58, S132 56, S1B312, S183.56, S1B3.62, SIB4,06, Top Flange Joist Hangers FL#15730-R4 X011481224, X011461224-2.5K, X0112S1224, XQ112B1224-21K, X34B1016-5K, Tapping Screws S,B492, SvB4.28, S164.75, SB5.50 X1S10111,X1B101B-4K, XiS1214,X1B121435K Q 13 SBA2.1218, S/BA2.12110, S)BA2,12112, SIBA2.12/14, SBA4.18/8, SeA4-18110, Top Flange Joist Hangers Saa A Product Model. Number orlilame Product Desarintlon z S/BA418112, SrBA4.18114 1 Er -HP Adhes•ve Anchor for concrete 14 SiH1A HurricaneTie 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas-ectuated fasteners and assemblies Z 15 91HD8S, SMO88, SVIDIOS, SHD10B, WHDiSS, SyHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners: threaded studs, and assemblies Q 16 WHOU4, SHDU6, SHDU9, S/HOU11 Holdoms POPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, P7RHA4 J 17 SPJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. May 27 2022 PA 1.2 M1AM>• -��� a I cTvcw Ti ol. sEcrta w Pt;T�. �. PGT.rndvsUk Inc. PGT rs.Int. 11aw sir m sus, geom -742 NOTICE OF ACCEPTANCE: E4`ID►EIN SUBI1dIITEY! '� 1" OTfCE[lEACaCEPTA�GE Eti31f11l�MTtESQB�ffITF.D Dt RTNEW07KECV �1IKYATCs►ECUNiJ U It t=} M� 3` 175.147'4 20ARDANDctmg t TRALTIM91DIVIS ttr F s15-2W NOTICE OFACCEPTANtEVID 'CESUB3ffIILu D. QUALW ASS`i�iA'�iC� -NOTICE OF CEI'°TANI'`E (-NOA) , • + 1. Evidence submitted =derprevious_NC1A A. DRAWINGS N. TESTS (Vont�inue d) 1 _ Iladei3eq�rtt of �,egatatary and Esc � �RER)_ PGT ies, inc. h4=U 1070 TechnalW 1_ it s die drawings and sectiw& 5. Test upod on 1) Ake Test, per F$C, TAS 202-94 Fort$3'ettice, i%34215 (90miteff der-TOAN& 11-0167 2) Usfifotm Static Airftmure Test. perFBC, TAS 2012-94 E. IERIAL CERTIIFTCATIONS Seem I Drawiog;.No. AM-5570.6, titled -Vur-4 Ming Gbu DoorN{}AaW. Beets 1 3) WWate rResistaum Tk!s't, per FBC. TAS 2029t4_ 1_ Notice DfArceptanceNo. IS. M- 8.14 wed to Visn Ekkusian Limited fortha apphaMe ksatdreptaimgo an tbeuse ofc oxmmtedal&7 a t�Sh?1 of 21, by namfachwdated 1�125_ vt� re to A hated 4)LamMis% I�rTed YerFBC, TAS 201-9� Mdawr nd Duur"_ dated 08,13Jt5. "�tiPisrarFrtrs[vYIhisNOAisbeiagtssxedr$e . dcretmte�t d #tms bin ce eyed and ep d bye TJecle Cry RER—duct coot el Seem w 04iW17_ sued aW steed by A_ Lynn. Mtller. P E _ 5),Cyck Wind Pressore TAS 203-94 be used in MwmDa& C mly wA utbn=x asw:ieett Eby &e Ausariiy Hav=gJudstficb= (Apia}. 6) Famed Enny Teat, per FBC, TAS 20-1-94 2" l t ac ' Acceptame 1+Ta_ 1"20.08 hued to V'iston Exw=on Limited for their,"VE ThislMiOA �aaIInEatbei aTid at rthe e4pns aaadatest dbelstw.l'ht:3 a�mi-l7 Jet awstyl'rc�duct C�anct Sects B. TESTS along w drAWings and iWallatm diagram ofvwyl shdwg &u loot pnpared 1000 Tan 202 andligbter Sales fun -White) Rigid PVC Estetior Eatrnsiens for CkNta= yadeCbvoy)end/ortheAID(=aze %ofterth Da&C =serve the rightte have tbit 1. Test rqW on 1) Uh*wrStaticAir � Test. pwFHCC TAS 202-94 by Feta tisnt Test Lab- Inc.. Test Rxpgt No. FTL IM49, dated 11106115, s4ned and 4trmdaws and Door -,dated 121(f$rib, e�spihng on12r'29R1_ ptoduct o�'�te fcc gt�lil��puspo�Itsp_ vdi ornzowdbikta�pe ktthe-sdcegted � I tTest pd FB�Ct TAS 201�# s by ld** OwA P. E �"rw depart: � on 12 {13 and O"A 11 . 3- N�r ofA�e No 1'5�2g.15 mired to Vrstm F� Li t forttbe¢ mamet, Gien=afiirwmwM incurtheespame ofsudrrestiagapdthe AM mayinanediatelyrevolee. modify, car 3) Cyr Wind Presmttw Loading.per ADC_ TAS 20344 b- Test oo. 1) Airlaftratwn Test, per FBC, TAS 202-94 -Brawl Coated (Fainted or meted) White Rigid PVC Eft►rior Ea:ttudons for Ste one of suers prose♦ o_r__�eneterial with 9kezr RER es the zi& to ze°voke Otis aCC+�7r, I.f i!t 28 de%T�ffifl� tad tpy�s�,a- C47q�Wi1[dU�=tCtf�O� '�C$QI� 1Si �115 4 0T 1lii fd11S t0 along * '�""� '�`� � �ti� � �fT%tiry i $ � dam= � St VI�@i� a7a'`�t�C A� � T�. pL�F��g �A� ����� y �'��if�P'�i 3itd �iliF1�T , 1'�it i��l "�� °"J. � $� ��3�� �_ meet the of the agpiimble buMng coda. i3y F�sttattttrt firstffig I.ali_ Istc._ Ted Report iota_ ETL 71'1, dated MOM 5, s and 3) Water � Test, per FAG, TAS Z(12 _ 4. Nance of Acceptancr No. I647I1.t12 i d t4 ENER F tiba Sul�ltms ITSA This prudarA is apprmed w desm1 edhesein andhas been desiyagd. to cnVty wf& the Flonft Btxd"S cock uWod by Idalais Mega, P_ E- (Test mpw revised an 0245116 and 0124116) 4) Large Missile lnv=tTest pen FBC, TAS 201-94 Inc. ii r their `` Ax, 3m and i Bea Shades (Non -white) Rigid It vc EYt r in, MO Velociky � Zone- 2, u port earn 1) Air �iiam Test, per FBC, TAS 202!-- 4 5) Cyclic Wind d Pry Leiadingper FBC, TAS 203-94 stun 02�4l21_ )csh-ttswas ice W'htdaws atgd Doane dates! g9115{l� D15[ TItl1V: Series 277e" i ink t - Shd6tg Gbss Dow i� cedj wham -W & I30 earner¢L.3d.I. 2) U Static Air Pie Test, per FBC, TAS 20 along wO n cd�► digs add m�Iatias dim of t " 1 door 'm3' � $ .5_ N d Acesptastee Noy.16�4t712.� Wined to ENERt3I F'�an Sib aDs USA, A O1'4L DOC[ fE' T: ilretwiugNo. 3�-6 8.@ Re4$, ti#led'`Yntpl € L?oorNOA{I "_ sheees Rev ' 3) Water R Tom, per FBC� EkS 202-94_ 4) Large � Impart: Test per FBC_ TAS 201-94 by F '. Te Lab, Inc, Test Report No; F7L 85.��, dated.12 15; s and. sealed, by Idalmis Onvg R E.. (Test ceded on 0211512Q16) Inc for this' ASroaz+e and Lester Shades of Carp Coated Rigid PVClxkw ►r EYtrus us for %'bdows ,and "` 09115116E .g m t�f OM- 1 ? 1 oi214 tan'a cuu�rs: darned ifiil ate# last ed aaa Q2iYif 1, grad � .� by A- Ly nl Ate- RE_- beatmg1he -Dadde ComatyProdad CstntdRtvnien sip with the Dottie of 5) Cyr Wv d Pncsme Lo*bng per FBC_ TAS=103-94 , 7: -Ten -tin 1) Utvfbau Static Ak Ptessute Test; per FBC, TAS 20294 6_ Notice of Acceptance No.16-41712.03 i gaW to ENMG-1 Fwattation Solutions USA. Accept�coemstaotaera� �nsl� bydse�-Dade C Presd�t coed 5ec� aw numb s- d i6j Forced F�rq Test, perFHC _3'AS 2Q2-042) Large � Impact T� picrFBC, TAS 201-d.� Imo, fc:r tl='��� Rid PVC ExteriorErti'nsaans for Windows and Flamm" dated expufG; La sadSmttilM de Impactmat � .re along wrtllm nN rdA* dmwwinp and tim dram of vitlyl Ading glassdoor prep�i 3) Cyck Wind P Loading per FBC.TAS 203-94 08110117. eq on 02=18. Ltio db ova: icy Fe is n Tbitiag Lab: Inc, Test Rat No FIL SW dated i 1106115, qpW and with markexl an,d " d" of 1 slid � ddtK, � 7 Test wpnrts No(s� 10-4Qt2-a.�I io-a,�S27_ 53s753-o�- pa AST-, I- See table I is all) m d Uble 2 (sheets) fvrap�scabl 3GD wilts dessig4 psetswe&. n4nfame menft.VjPe sealed by ldalt- Ortega, P_ E_ (Test smart revised. on 0110440 and 0?11 l M16) bap Testing Lab, Inc., Teat eportNet. FTL MU**es A-1 tiun A 2 rimed AST I9 and AS"IMD435, issued.% E XO VA to Mmm Exh for icel *rs es, ton-ser(see tabl B-1 k ? _4we% 7-10 and ata�l►ar layant.sbeet&�� in 11 tlnu 16_ Wir 3, T� ton I) Air Infr'�atisart T� gee FBC, TAS 2.02 94 111t9110, sniped aim seated by 1QW A_ Ca uw, P. E. (.Suhotrm*rJ'VQ_4 N& I.Z- composite nutenal 2- Rigid While PVC, T= (Nan v4 iae).8i*d PVC s"Bravm canted (P'ssaded or laiuin 14 e.Rig�id PVC to be 2) Uniform Static Ak Tort, pet FBC, TAS `�2-94 91¢7 $,(; SrrUr►ttlre�ri under 31+tt. ll-l�1+�7 iT# labe]ed Ord A x) i attar Ted, p� FBC, T.as 202-94 8 Test rat cn Air t �, FBC- TAS 20 � p� s: SAE N . x 16a A ..1 tl»r 3. Elms operable&am aruat cowpbr with m m dew waUkorhekWper FBC rcqunwwst u ale 4) Laige Aftsk InVwt Tat per FBC- TAS 201 2) Unifatm Fiat Air Pxm=e Test, per FBC- TAS 202-94 -Se ntr�Glaf.9 (Mar and' tt) Inftrlayez , � an 07,W 8. 4. Pocket wails under s itu tan be rer+iewedby- Bui official 5) tic Wind Fie Lo per FBC',- TAS 203-94 3) Water Renstance Test, � FBC� TAS 2t12 '94. 9. Nye ofAect ptante No-16-1117.01 issued to,$mmay America: 7.tte_ for their L:4BEI.MG Each umr shalt bear a pit label with the ntamo ctutet'satm-sat Ion, city, static and and 6) Eorued Enhy Test, perM: TAS 102-94 4) i.arge hff&s& bmpad Ttst per FBC, TAS 201-94 'TroutdS Ul bzclear: Clete, and Color PTB Interliwers'� eeapai g an 07/$49_ fit2ha �temem: "-1�de County 13'nd�aet �C'a�oi A "-oared heiti& Ply a with =ftd-W draw s ired ws�llrttton diagram eftinyl s� vg glass dater �d S) Cyclic V1 ind PAC Loadsagpe r FBC, T.4S 20394 RtN7tWALvft NU1l a8aii be c ete•daRera zt wxl apphtaticxs has bey fled amdtl7e snits been tiQ by Fenestraica Ti ng Lath, Inc_ Test Dirt Nv_ FTL 8547_ dated 12ri14rI5= signed and 6) Foorced Entry Test_ per FBC. TAS 202-94 T. SI?ITEMEI�TS she its the tepgiicablebtsi codeaseT;atei4-elq a$etiag thee ofthis pioducc seded by Idahtus f3ttegtit, P. E_ (Tim . r'd on 021191 slang withwa&ed-W dravvmgs and installation diagrarn stfviayi sliding glass sladtr. 1. Statement letter safe wig FBC-�5Esietr 91#1and FSCEdition TMU ATIONesftha NOAwill accirafter the eapt tm dateorif dieze ha3 bew a reveim or clras V in the 4. Tmt aTW can I)AklufiftWion Test, per FBC-TAS 202-94 by FmmftdmTtstiog tab- Inc- Test Rgort No.FTL 6337 (samples A-1 dnu A 5). baited (2011). asued by masmaatctttrer, dated 08114117, signed & sealed,by Lyon, Mt3lm PE_ matenal ttse, anttJor ttutn£t%e sir l of tliiii Nc A slsan t:erf tiny prsa&=L 2) Umfosoi Sty Air Pao= Tent_ per FBC- TAS 20 99i 12AW10. stped and sealed by Jorge AA. Cam, R E (Uhwin gel' wader M4 Yet 11- `?. Statement letter of no flumcal tntm-st., dated WIM 7. issue by mataMwturen wed for Saks, arhe(iising malty *nf s WOA. Faduze'tsaa casupiy with arty 3) {;[dater Rye Test, per FBC, TAS 202-94 0167 09) & sealed by Lytm Miller, P.E. section of this NOA "be m*-- for *rainad=zndreuvmrA ofNCL& 4) Maik ImW Tea per 1sBC_ TAS 20144 3_ Letter of lab cavmp%-mc e. part of the abtavr test cep otts. ADNI E RTISF-M INT., I be NDAz um A w pieced@4byOtwards, AfLudi-Da de.Csasity-F1cAda,,aodth1kta'ad'by'the -`)Cy lJflitirl ReasurrLowhogperFBC- TAS 203-p4 C, C4Lf"[�LATI S. TIONS 4, RERTest�No. 1 -0387.dated05/05,117, byI�Imy�.P.E. oadatemaybedisplayedin adrt glilezantre IfarwPostsonoftheNOAts displayed. then it sball be 6) Forced Entry Test, pt rfl!C. TAS 20294 1 _ At4ehor ieaot e:a3ct t and smarm �� ►FF3C 7414, dour in its es &fly. along wit1�►►ram ed-gip drawing a nd art heir: d ofvmyi shdmg g doatr_ p mpa by PGT, dated 12✓0'9115 W wjised ides L124511d. � 2bd�kd bg G. OTSER,: I�tBPECTICI�-: A rcalsy af�en�IIflA 3isa11bepramded to the.uga by �e� or � d�a� by Fest�tt�t Testing stab. Inc, Test Rr�t# No. F'IL 85=f& dated i2�#13,5; sigrbed and yL , PE, (S�baMtiled .dam �►'O.�111 �r.1.5121A111 j. I- Nsittiee t3f Accr No. l;s�-J2I401_ wed to PGT l�ls: for the�t Series s be xusibrble for ittSltection at ihelob � at the wquest of die - :skint. sad byTdak* Qrtt�; P.E. ( rest .sepowt d 01 +1fi and 0?1 144 2. G - Lra�mg vtrith AS124IEri3Rt1�-09_ `5570'12770 � in3i g. C6as Door ' e " . S>�� t1 :�)1- L.M�.T - � dint (f�4�'1�21 _ .�y� �� tT �'y y� /� j �(►� .,�.�,f i�1,� r,,�u v� •�• �+ � {� � q t ltiTf NOA i' `i�i. PrS 3"e�` :Via► # lF1�`f 29.V'.7 R+w C'�SuW Yil LLFY {i. e< 8�.3.. Trl� tii•a£, i"r . Fr"F- 1p � 1 f- + 1P I i. J70i n.:6, E-5 & B4as well as apprsavat docunramen onedabo%*, The an tNd da mma-ft ion wets iev d by Ishatq E Cb mile Pam. i�q Z Via. fiez I. st itor 'C>vr: 1 -ta-. s � .. �+ iL � JPL Product €oatrol.C�asit �s$c nvolIdloq k Sup Proffitt Coaerot 5apertiigr PrsdMsrt Comm*]t�'U>'ir 8ppertiser iser NGA No, 21-010543 Mk -No. 314 .43 "A, Na. :14205-63 NiIA No. 21430s.93 X*1ralan Bate; April U tf r + , � � �rn.�•. Xxtirod vAnsts: April 14, 2024 �v�t► rovAl Dater Mora 'IS ,0'13 Expiration Dole: A&4114, 2026 nae�� lair, !r 1 rmian flair: 14.2036 ? 1 ��� �p:��-.r_sat��te�t~ �. � I a4�st hv�a� .a.i 2 �ro�alt�.ae: sty _�,_aat Pxgo1 T, '17i fY4NfRY it b iaC. tell NVIndows and DoomUc..�- NOTICE OFACCEPTA_INCE.-IEN".0ENC'ESLI 3U TED NOMEOFACCEPTANM: EVIDE_NCESUBhUTTED NOTICE OFACCEPTA3'MTCE:EmmES[BurnEII 2. Evduce StbmkW inner previous submittal E. Aim. CER`I l 71C,ATIDNS (condaewe) 3. ltiect' Etrre S4bt!d 5. Part StaM,§paeeq Standard c wiffi A5'IM C519 Thamai Conductbritr A. I3RA'pli NGS fl_8R1 BTCd a 1 --°F AS Mat F 12�F9 Pass. ASTM D3935 ASTM >✓ � in A. DRAWINGS L Drawing No. MD4570.0.Re TX titled 'N*l Sliding G Do" N0A (Li4-..slv= 2190 I"G_DurAiliit` t-No Fog -Pass: (Sn hied under press 0-4 ?Va 1 S 09,115) L Drawimg Na_ MDZS- 70.0 RwB, tied Vin_y1 Stich Cass DoorNOA ¢.l4fy`°, stied 1 1 thmaagb 21 of 21, pgmvd by a dated 10,f45/15 and last revised an through 1 dated. l0~4[15�15 and tat revue +an #i2d}112i, MMO. sled and scaled A- L)mn Miner. PT- 6. (eta = Part �. � with ASIM C.519 Tbermal C 222 BTU-iw s4ned ;md scaled by A- Miller, RE. S. TESTS hr- PLT ASTM F 122 49 WVTR-Fain, ASTM D 1434 . qon P Pass, ASTM E )189 LG. Ilnrab&ty`No Fog, AS71M E 50 Dew Point De` elrTment 200g in 48 leis. Notr. lhis reviMmm cmwts vWlacment of same a =ing mitallation sarw waliflat head- 1. Test reports cw 1) A3rlstftttta:ionTest, per FBC, TAS 20294 (Sabo reed+ftrXt' ANo.13-90 .05), 2) Unifcum Static Air Fmwm a Testy Loading per FBC. TAS 242-94 "+ _ Vision F� Ltd- Pits t� with PVC :4AMA 303-13, V okmtaty Safi n B. 1��F� 3) Water Resistance Test. per MC, TAS 202M, fix Rapd Pdyvmyl Chb mde- (PVC) Exteeiat^ Prattles for Vi n East ot>s. Ltd-VEX-1 by 1. None, 4) Lop Missile Impact Test per FBC, TAS 20194 AAMA Fin FvterivrPmfile Catiffcabon Program (SnbwhTed weeder NO Na 15- C C ALCLI ATIUNS 5) Cychc Wind Psrssme Loading per FBC. TAS 243=-94 0409.95) . 1- ?+tone along with -W drawings, and ins t l dialpmt of a11 PGT Inds Inc. 0 Vkion Extrusions, Ltd. Pate cautpip vrtk PVC AAMA 303-13. ::antic mft listed bdow and tested toquaKyDowsd 791 andDewsl 993 silt-we*,s. 0SvbwibW nnderAOAXa 154409.051 D. QUALITY prpared by F'enes;ftation Tesnnig Lzbw*oM Inc., Ted Rcpmts No- 9. PVC AAMA 303-13, Vobitay 5pedfrcatstm for Rigi[t P*vW Chloride (PVC) Extertiur -ASSURANCE FFL-7897, PGT mm PVC rmed window (unit 6 in puposal), slated 09Q3114 Prafl%s for Vim DMudons. Lid = VEX-1 by A -AMA Fin Exterior Psafr- !. made Deportment of Regubtorty and Economic Rem (REILY 20-2107.1. PGT SGD780 Ahnninum 5hding Glass Door (unit 7 in pwpos4 YM 10- C 2107.1, PGT CA740 AltL �_ rir C.as Winslow (unit 8 inpmot�l) FIT. 20- 10, Notsoe of Ac€�ept�e No. W1217.14 issued to E�gi Fenestration Set . USA, Jc_ for 1, i4f.ATERLAL CEif3'MC.A.TWINS 210T,3, PGTPW7620A Ahamiiataa Fboedi Window (unit 9 m padaposal) and M 20-21107.4, i1eir -fau 300 & lit sbade (nart-°ra'W) '%V* RW PVC Exterior Extrusions -far I. Notice, of Acceptance No.19 5.02 issued. toKarara;. M noca. Inc. f wtltir PGT PW7620A Ahmn Fiw1 WWaw (twit 10 is ptopoW) dated 07113r'�tl, all sigma Alhtdows,and Doors", � an O[ '04QI- "Trodfalt Ultradear, Clear, and Color M GlossInwUyeri", en070n4- and sealed by Idaolmis Ortega. P l- H Native elf Ameptmlce' No. 1"M-0.02 issued to Energi Fin Soiutinit, USA, bw- for ��*�� 2. Notice ofA�e No_ 17- i80M issued toKurany Amerv:o. lacBtneit their s '"W Mte Reid PVC Eatea'ior Eames for Wbdoiv5 and flood % % expaing an `eSent-yGlast (Clear aid W'Ife) Cann Ir terlavers" cqxM on 07104123_ C. CALCULATIONS aM8123. 3 Notkr of Acce a No.1&110ft.10 issue to Vision Exhumont i ii nkd flu' t bw :`Brown 1. Aucbor verifimm calcolatums find structmi analysis, cooplying with TBC 7ft 12, Notice of Ac No_ 10-0203.03 issued to Fin SahAioq, USA, Inc- fees' � s � - � Coated (Pa h ted or Lamina W�'idte Pt'C Es�r�r Estrusao�ns for-'t4Fitrdows EelRiaa 202 tlate*d {l�`2?PD= snamtxfadt�r, arid. slued by ( their Brn R)igla# shade cap +tatate±rl White Rigid PVC Exterior Eatrnsiona for and Doors? , expiring on 09--30 24 Aud=y Lytm Ms9w, PX- AlWom and Doors", eacpidng on 04/10 5_ 4 Notice of Acceptance No- W110011 sssmed to V i> = Exh sions Limited far fbeic 2- Glazing complies ;with ASTME13"44.-K -12 and -16. "ZE 1000 Tan 202 and iigirrer wades (NDrt-34'leite) Rigid CeOnbr PVC Exterior D. QUALITY ACE F. STATEMENTS Eztrusiom for Windows and Doors": a0riog an 1129t11. Miam Dade �t oflt,tgulatrr . Ee is Resomte s i(i>;Elt) 1. 5tatt orient letter of coarfazmancc to FBC Edition (3020), dated 04fl. Q by nurnif2cturix, sgwd and seded by Anth anyLy,nn.Miller: P.E. F. S-ATEMENTS E. 3IATERIAL CERTII•ICATIONS 2. Statement letter of no fin2aCia1 interest and of independent, issued -by m2nufictnrea. elated 1_ Statement letter of confmoana a to FBC 70- Edition (2010� ;fatal QMI)21, mired by I- Notice cif AccgAmx a N- m 10 4i304.02 tssned toK -Aral Ampex, Inc. fordm it flVM20. siped and sealed bg AntharryLy i n Agee PE. sigma and sealed by Arttbdary Lysm Miller. F.E. °'7rmxsifolt LUkmiear, Clear, and Calm^ P'4 B Glass Ia ertperi . expuing on 3. Private Libeling Agemeot docusneW between PGT- dated 03/30115 and signed by all ?_ Ptivaw Labding Aft tinted Q3,+tiW 1 between PGT industem- Inc. and CGi 07418t24- irn*md parties, Windows and Doaas Inc_* mgoed by ;seam lbi. Rlratir, P.E.. VT'" Engktedin& on behalf of +. Nohce ofAcceptance 1►,1rt_ 17-I18i15.02 mzd toKdraray Ica, Inc ferfluir bothcoopanim- "5onUst, (Clear and White) Guess InW 1a3 -, CPW on 07104123_ G. ©TEDERS 3 Nye of Acceptance No_ 19-110&10 immd to Vises Exhusions Linked, for dwir L M is XOA Y"Isi :s NOM 17-0420L06 gWwiC Gil and ngdatft tea FBCIW.0 (7*Edidauj- G. OTHERS "Brown Coated (Painted or Laminated) White Rigid PVC Earie>`r Erns expking Q42It271. 1. Its NOA rep► es & renews NO M 20-0429.05 t,PLAw+iCGL cVstgg t tq" for W, indows and Dasrs' expning an 09'13W-4. 2. ItER-Test pu olmsals ;NL941. 5 dated 61 i'10120 qpuved by h l- Unnd%P.E, eVizing 2. the cuum mated MA CGI fde 021-0205:03_ 0444126 4. Notice of Acceptance Nm 18-111ib.I1 issued toVision. Extrusions Llm6cd for thm 1tdUn L a ergs "1r'E 1000 Tan 201 and'lighter shades (Neer' Idle) ftd Ceffnlar PVC 1 I Seer � - r- 4ia+t.L, Exterior Ex amdons f"Whidom and Doort", m4mm on IMW- 21. ►as.la Iciuq;, t:'iai►d� P:E. is6agI.-e:iane.,P.E. hhsq I. Cis , P1, PaodM4 contna lu" � pr otm ti Unit V-20 Sapli";';11s4T A i tt. s1-05ap2a NO U NOA No. 2142K. 03 Y-Viraei®n Date: April 14,20-6 Espirmt1oz Date- April 1-42 2016 Ew&sfianDate- Aprd 14, ArtarovaiDitto i M*r h Is,;Ii _approvalIh-to., lfartt; 29.N21 -lpprorafDxse: Abrek 2a, 2021 E -5 E4 a) a� c� CU > a) � �. v a) o �c O -a c .CM ca-� Cn a� q =:3 'a cD CU to _a� O � � CU 0s= O _ LL _CU >O .N -0 E L O CU L CU Cn Q Z W J CV N CO N cc N � �.. > W UCD O = c a� o _ ,a V M CM X I N N - C a Mo o Q .�. !V a� W X y s N s 's 3 3 i °O m W a L cs w c E v l? Cn CU 0 L CZ Q U '0 O 0- Cll Ca Cn Q 0- CU w Q Z Z Q J tL SHEET NO. PA 1.3, May 27, 2022 R . i, i•,,,.,,n .,.i. . r i17 11'" 'All r II AI II!I 1 11! 1 1 I_ QD C_ ^W^ _ c J FU a) W �. U MIAMMIAM1-DADECOUNTY PRODUCT CONTROL SECTION O O QL± CLffam CL O O Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O co 0 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -6-1— r O .� U -~' Ca Cn CDT — NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. OU APPROVAL # 12-0209.12 EVIDENCE SUBMITTED UNDER PREVI S 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL fit 14-0903.03 � 0 O t� CD to N Cast -Crete USA LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of � � }. Co 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" O CU (n O > SCOPE: "Cast -Crete 4 "", 6" & 12 "Lintel Safe Load Tables", sheets] through 3 of 3, prepared by „ „. LT4612, titled Cast -Crete 4 , 6 12 "Lintel Safe Load Tables",sheets 1 Lintel Safe Load Tables" 1 through 3 of 3, last revision dated 06/12/14, all _ N O This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated Apri128, 2003 both through 3 of 3, prepared by Craig Parrino, P. E.., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114, to O CU Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and seated by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on CU ~ -1 a U) � Q 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 '— (� 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-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 0811912014, pages 14.201 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. Ramon, P.E. C. CALCULATIONS sealed prepared by Craig Parrino, P.E., signed and seab by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCILATIONS 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. 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. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, eared b Craig f P g p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 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. Lintel Safe Load Tables", 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 EVIDENCESUBMTTTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Norte. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, A. 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 Sae Load Tables", sheets 1 through 3 o 3, prepared b f g f P eP Y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B, TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1None . . 1. None. TE V43NATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or proce ss. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with. 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. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). L None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER n INSPECTION: A copy ofthis 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, E4 and c~� E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hehmy A. Maker, P.E., M.S. eitny A. Makar, P.E., M.S. ogelmy A Maker, P.E., M.S. elmy A. Makar, P.E., M.S. O W ttl D, � �] 1 NOA No. 20-0630.15 P uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. ZO-0630.i5 Product Control Section Supervisor NOA No. 20-0630.15 _� w CI Cn K Ft Expiration Date: 09/11/2023 Expiration Date: 09/1IR023 Expiration Date: 09/11=23 Expiration Date: 09/114023 •2 N Approve! Date: OSR0R020 Approval Date: OSR4R020 Approval Date: 08ROR020 Approval Date: 08R0R020 N a o N `O f Pagel E-1 E-2 E-3 3 d" d t d � CU � s = 3 _ a c m e '- o, a E 0 u `o w.. Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBNIITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS N 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Murmi-Dade County Department of Regulatory and Economic Resources (RER). L By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E Crete USA, Inc., dated 08108117, signed & seated by Craig Parrino, P.E. _ S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # i9-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06/11/20, signed &sealed by Craig Parrino, P. � O 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details' sheet I of Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I O through 3 of 3, prepared by Craig Parrino, AE, dated March 24, 2003, last i_ �--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). U m E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion for a name change. O L CU I w � {11Ait Ofieliny A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Q Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 0820R020 E-4 E-5 SHEET NO. May 27, 2022 PA 1. 4 T , RAFIr1•IWIIIIIIER6ABRnrt r19„'IAlR1PR'Iflri.•II'll•1.,,jlpllr�Ir"�I�(,• L IIL��L _ I I 11 _ _ I_ _. I. I -1_L 11I •II _ II �i III' IJ��IIh (�� ��� I I�� ��jj t PRODUCT BVA,UATIDN SEr01rr PNLT. 20-072a6E 2 PR I['7• F.V I.Ei1TWM Rs'TADRT NO. 20.8729.47 3 L EGO �N(c_ T1LLIT TESTING S ENGINEERING t'xIMPANY r PO E�� RTB: 6 A e slA�F,R_ _L GHAR _GTERISTIGS ANp SPECIFICATIONS: __ WATTTIR A. T7LLI7,.JR., P$, tiU00Of�I0).c- YL PE.LM.Tw;NA. •WIT Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Buildin Code. Uniform static loads 1^' 9 Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL C A Irnmw Nn. I006719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 end 21 of Testing, Inc., Reports # 96-569 dated OS/09/1996, #9&570 dated 0911811996, 26, of Product Evaluation Document (RE.D.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and # 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7.- LIMITATIONS AND CONDITIONS OF USE, REPORT NO.: 20-0720.01 0210.01-09 dated March 4 00 signed 2 9, goad and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shalt be strictly in compliance with General Notes No: 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by CIC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by T11teco, Inc. and signed and sealed by Waiter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCUL-ATIoHs: On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC length based on rational and comparative analysis, and in accordance with section 1616 of the Florida BuildingCode. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood llama structures. 4800 S.W. 61 Street Oevie, Fbrida33314 dated 11/03/08 and 03/12115, signed and sealed by Walter A.Tiilltl, Jr., P.E. 1. PURPOSE OF EVALUATIp[ii; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wafter A. TIM, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. No, 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 1 D of the Florida Department of Business and 4A-WIND LOADS_ RESISTANCE: ,eO' "ti? N: T141'- Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 9 pressures. Maximum length shall be as indicated on sheets 8, 10. 14, 15, 40111K. `� �- "AEN.go-...1? This product is being hued an Evaluation Report as described herein, and has been verNled for compliance in accordance with the 21Y20 Seventh Edition of the panel 1e, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - g4167 - G- ' z Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, �__.__,_'� * A• 7lf'` ,',-� 3 STATE OF at least equivalent that q ' required by the Code. 14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), _ .. drawing No. 20.176. , / lOAit) `11M S This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: %, /Oi 1�* a Building Cade change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED 2.1. PRODUCT EVA_t31ATI_0K0OC_4iM9NL(P•ED•1: sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as D-:IAT LTECO ADMON RECORDS 1 P. E. REPORT-20 ( GLOBAL PROTECTION PRODUCTS, LLC 120 SAGE CA"ILVANIMU STEEL STORMPRNEi•10RWOS'20.178% REPORT920 MOI Drawing No. 20-176, titled '20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 10, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. (P.E.D.), drawing Na 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part RAIAIs Evaluation Report. ERA, iy�` AAFM311111111111FF N%fI . 0. T!(t�TA'~1Fy LtCENSF Jam. ;�}GENc' •'p - 7�-+E•--P' k r� No, 44167 s _��ONNI���' ` . * � •* : * I `167 : A 'J 'Der-e E �. STATE OF a, .,lOAIifP.:4i,�,c.S.., OR -�.,$. F 6355 N.W. 36th SitYxt, Suite 305, Miami, Florid2 33166 - Phone: (305) 871-1530 - S/ > \S91 / T RHIIUHitNt 11111, -fim:� 63) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD aGARD6 K FONNO ON THE 2Ena9i,IINI ��f�, P _� EXISI MALL BE LONG DOMAN TO REACH THE YNN STRUCTURE BEHIND SUCH PANELS. G WALL UBE SMENTIONED STORM P 9TOIYN OIN TNL5 PRWUCI EWLWTON�DOC WM (PE.0) HAS BEAN VERIFIED FOR COMPLIANCE N AWNORAOE 5 .SS N 8.1) AND N 8.2 ACCORDANCE WITH THE 2= (7N, winow) OF THE FLORIDA BuLONC cooE (C) T-Ocsr MIM- r . 0.35 um�,. Eb DESIGN W9O LOADS SILL BE DETERMINED PER NOTION 1620 THE ABOVE CODE. - T/4Y TAPCON ANCHORS, AS LWNNFAC IMEO BY I.T.W. 9UIOCx. ,NC - #44--10 PNIELWTE FEMALE EO AND PANELMATE PLUS ANCHORS. AS WPWACrAM ON ELCO CONSTRUCTION PRODUCTS T RI SE ILL BE INR FORFORA WOW SPEED AS FACTRWAOR Kt BY THE WG OIS E 7N 0 AND THESE SHUTTERS WILL E INIMUM ( AND A ONESSURE 7r FACTOR I4-0./5. NfiSH ASCE AND SHWA NOT EXCEED THE IN►AXMNaI (A5.0-) - 1/4-0 LAC SCREWS PER N.D.S. DESIGN PRESSURE PAANGS INDICATED 011 SLEETS 7 7R9I/ 12, 14, 15, 16. T9 ! 20. DES THRU _ 711" . S /r' W000 BISMIIIG. AS DISTRIBUTED Br ALL POINT SCREW. BOLT ! SPECIALTY CO. N ORDER TO VERI'F NNE ABOVE CONDITION. ULTIMATE "ON 11uIN0 LOADS Dr?MM M PER ASCE 7-16 SHALL BE FIRST REDUCED TO ALD. OCIDON WIND LOADS BY MULTPLYING THEW BY 06 N ORDER lD C 1) MINIMUM THREADED PENETRATION Nt0 WOW Of 7APCON ANCHORS SHILL BE T 1/2• MID 2- FDR ELCO PANELLNTE PLUS UM/ELMALE COUPW THESE W/ MAX. (AS.D) DES1srtt PRESSURE RATINGS INDICATED ON SHEETS 7 TiRtU! 17, 14, 13, 16, 19 At20. NO FINALE D. AN N ORDER 10 VERFY THAT CJNM ON THIS PED. AS TESTED WOM HOT OVER STRESSED. A 33% INCREASE N ALLOFWABLE C,2) W&WM 1HRFADED PENETRATION OFLAO SCREW. INTO THE WOOD FRAME Ui4T SHALL BE , 1/2- NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREOM PENETTNTON. STRESS FOR WINO LOAM WAS AM USED ,N THEIR ANALYSES. FASTENERS SPACING 10 WOW HAS BEEN D MtWNED N ACCORDANCE WITH N.D.L 20111. C.3) MNNW EDGE DISTANCE OF LAC SCREWS, INTO WOOD SMALL BE AS NOCATED IN THIS DRAWING STORM PANEL'S CY FOR IMPACT AND WIND RESISTDOG$ KE HIS BEEN VERIFIED N ACCORDANCE WITH96- SECTION0&1626 AN ZONED THE ABOVE 4EARONFD CODE HURRICANE ERGpEfI ! INC. REPORTS 96-52 96-570 ! 96-T30 AND C 47 MINIMUM PENETRATION OF 0000 BUSHING SHALL BE VIV Ile .-20 SCREWS USED SHALL BE , 1/2- LOW MINIMUM INC.,PER PROTOCOLS FTJESrRATiON TESTING LAB C.REPORTS %2D32 ! {Y12b AS PItOlOOCS TAS-20,, TAS-702 AND TAS-303, . SNOULO STUCCO EXIST. M!D T' lIW6YUY FOR MILLS WITH NO 51VCCA. AS WELL AS MOW-0 )EST lAB OF SCUM FLORIDA REPORT /0219.01-a, AS PER TAS 201, TAS 107 AIM TAS STMMAROI:. CS) N CASE TNT PRECAST STONE. tit PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTNO 2- ALL ALURLNHIIM E37IRISDNS TO BE 6063-TO N10Y AND TEMM, (UNLESS otmEW*1 E NOTED) SEE SHEET 2 4LU WALL ANCORS SHALL. BE LONG ENOUGH TO REACH THE MAN SMUCIURE rDAO SUCH PANELS ANCHORAGE SMALL BE AS MEWVM N C, 1), C.2) A C4) ] ALL ALLNV•NAI SHEET METAL USED AT CLOSURES SMALL HAVE 3105-414 ALLOY. (D) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE REODVWNMTOtS AND SPECIFICATIONS OF THE ANCHOR'S MMAWACng" A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY $IEEE ASTM A-IW GRADE 50 MINIMUM. G-60 OALVANI2ED STEEL OEB6NATON vim. 56.5 IVI (AATER ROLLED). 6. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOU.OMN9 INSTALLATION OETNLS 9O ON SECTION 3 DOMAN TO (SHEETS 4 Doom 6) EXCEPT THAT HEADER$ (Z A ® SMALL NOT BE USED, 5. ALL SCREWS TO BE STNFLESS STF27 304 OR 315 AISL SERIES OR CORROS IN RESISTANT COATED CAADON STEEL AS PER MN SOOIli W/ 50 I* YIELD STRENGTH 40 90 AN TENSLLC STPEIN4TIT ! 9t1LL COMPLY W/ FLORIN BUxLDNG CODE 9 IT SHALL DE THE RESPONSIBILITY OF THE CON INICTOR 10 VEWY THE SOUNDNESS OF THE STRUCTURE WHERE SNRER IS TO BE SECTION 24,T3.].4. ATTACHED TO NSIRE PROPER ANCHORAGE THIS 9+UITER SHALL ONLY BE ATTACHED 10 CONCRETE. BLOCK OR ROOD FRAME que.00M. 6 BOLTS TO BE ASTM A-3D7 GALVMLIIED STEEL- OR AISI 304 SOLES SIAREFSS STEEL. WITH 39 IAN MNNUM YIELD STRENGTH. 10. EACH AEC'" STORM PANEL INTH LENCTHS OVER W-r THROUGH IT-e. AS PER SECTION$ 6, 6. 9 ! 10 AMC ALTERMUIVES low, IN III IOW ON SHEETS I. 6 ♦ 12 R�ECTNEA ELY. SHALL HAVE A LEGeLE NO RDLLY VISIBLEMaLlihi INSTRUCTING OWIER OR T ANCHORS TO WALL SMALL BE AS FOLLOWS TRAM TO SECURE PAHEL$ WTH APPUCABUE NENFORCEMEW OLMNG PERIODS OF ,aIRAMMAM WARAINO (AI ID EASTNO POURED CAIINC3SEif. It THE INSTALLATION CONTRACTOR IS TO SEA /CNUUL ALL SHURER COMPONENT EDGES WMCM REMAIN IN MWWUOU5 CONTACT WITH 1/4a TALON ANCHORS AS MANUFACTURED BY IJIN BLIILDEX. INC.(Ain rc-3T92 P...i,) THE O)LONO TO PREVENT IIRND/RAN VO IUSION. - Ale 4 A CALM- ANCHORS. AS BY INC.S(EMI. 1•r-3000 - fM4 A 3/4. 501AC-SET ANCHORS. A$ CstR18utED BY ALL PANT SCREW, BOLT ! SPECALIY CO /e E DISTRIBUTED L POINT SPECIALTY 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND 2DNNC RECWAICINS (Mm, rca7000 PA.I ) PROVIDED BE THE AtSKMON WHERE PERMIT IS APPLIED TO - r14-10 PARELNATE FEMALE D • PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CON$TRuCT10" PRODUCTS 1•c-33M 13. (A) TMS PU MKt EVALUATION DOCUMENT (P.F.DI PREPARED BY THIS ENCNEER IS 084VK' AND DOES NOT PF"WE IMOIMATON (MN. P.a,•) - 1/4'M CF TAP -GRIP ANCHORS, AS LMNOFACIURED BY TRU-FAST CORPORATION (I'c-3600 vs.N.) FOR A SITE SPECIIC PROJECT. i.. WHERE 4 WE CONDITIONS DEVIATE FROM THE P.E.D. A.t LMMRIY EMBEOIENT a TAFCOI ANCHORS INTO POURED CONCHAE SILL BE , J/4-: 2• FOR vAHELNATE FEMME I (b) CONTRACTOR TO BE TESPON WE FOR THE SELECTION. WORCiASE AND INSTALLATION RICLUCIING LIFE SAFETY Or THIS PRODUCT BAND ON THIS P.E.O. PROVIDED HE/9E DOES AM DEWMIT FROM THE CONDITIONS DETAKED ON THIS DOCUMENT O NO P*"kTE PLUS AND 1 Ile MR CF TAP -(RIP M04M CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS=n6 .. A7) CALK-W ! SOLD -SET ANCHORS SHALL 6E EMBEDDED 7/5• INTO THE POURED CONCRETE No EMBEDMEM MID W TMS PRODUCT EVALUATION DOCUMENT MARL. BE CONSIMED INVAUD IF MODIFIED. STt1LC0 SHALL BE PERMITTED. fle 0-20 SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCDO EXIST. FD I' MINIMUM FOR WALLS WITH NO STULCO. AO MAY BF NEADEO SCREWS OR ALL INFEAOED SCRM W/O HEAD, (d) SITE SPEOM PROJECTS 9Mtt BE PREPARED BY A FLOADA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE an WITH WING li ENGINEER Or RECORD (EOUi FOR FINE PRESET AND WHO WILL 8E AMMMSOLE FOR THE PROPER USE OF THE P.E M ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A31 N CAN THAT PRECAST STOOL. PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOW BOARDS BE FOUND ON THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SR SPECIFIC DINWOM MR REYLW. OWTAG WALL OR RODE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SU04 PANELS ANCHORAGE SMALL BE AS MDMWM IN A1) AND N A.2)_ (a) THIS PLO. SHAM 8CM THE DATE MID ORIG1AL SEAL AND 5ONATURE OF THE PROFESSIONAL ENGINEER Ol R NIO NO PREPARED IT (a) TD TLUBONG mMC!)FSE f) DCI WALL A_T C 90 - 1/4' / TAPCOH ANCHORS AS MANUFACTURED ED I T W BLMUOEX, INC. ,4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY YMBLE LOCATDN AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FUi BUILDINGDE. ONE LABEL - 1/4" 6 . 7/r CALK -IN ANCORS, N MAAKACnAoM Of DEWALT INC. (YIN. Fs-P.• I) SKILL K PLACED MR EVERY OPENING. IABEUNG TO COMPLv WITH SECTION 1709.9.2 OF THE W1500 - I/4•/ 13/4• SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL Pan SCAM. BOLT ! SPEC.TY CO. FLORIDA BUILDING CODE (YN. ,. -IWO p.1) - 114-10 PANELVATE FEMALE 10 AND PARELMATE PLUS ANCHORS. AS MANUFACTURED ITT ELCO CONSTRUCTION 19S ORAWMO SHALL 01Er BE LASED TO PRODUCTS (MN rc-2071 p s L) N,AIINItII ERMTS OBTAIN PIN THE STATE of ROI6QA - 1/4• • CF TAP -GRIP ANCHORS, AS MANUFACTURED RV TRU-FAS7 CORPORATION `A'R .: T/t4 r 0.1) MPWAVW DOM" OF TAPCOI ANCHORS, ELCO PANELANTES AND CF TAP -GRIP ANCHOR. INTO THE ... uC ' FLORIDA SUP -WHO CODE M h Y•Roci Nurrk6 HALL etorx UNIT9YWL BE L i:' �• ". i Alma wP Mc 20 GLSE GALVAIRZED STEII STORM OAt1Et 9.2) CALL{-N 4, AHINCNIOR" AWL BE EMBEDDED 7/s• IHTO ME CIMNCNCTE BtDCIH UNIT NO 4 167 TOO STUCCO 9MLL BE PERMITTED. '/A- 0_20 SCREWS USED SMALL BE 1 1/2- LONG M96MUN SIOU LOBAL PROTECTION PRmen LLC. 6 EATST. AND I' WO" FOR WALLS WITH NO 9UCCO. '4: CYA ,.. "'-•' -. 11 "• W _ INSTALLATION DETAILS FOR REGULAR PANELS n tit III INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES awam AIDNa6 (6FE somax" ON OOMOEts Moen V gem a TIAOIIOH 9) aaeOME ON COMMAIrJcls M.6 TEIaAH » {.D.---- cm sod AMLTMORs -'•c - DXm9IG POU ED ( S 9 tIER0J6NG 9) EXOTMG POURED 1 gem a TW O INvm •N 0)) \ I am 1 4- WFKMrE REot61�I 4 }} L. __ RDNCETE 11fOLRi'6I 1 4 r{__ I'll. 1/4•IMI .\�., .\ ..\\\•1.�... .,'\ (£__ , --,,• Min.,- ati- 5 C_- 'n �. ' 1 1 'RF 4 1wA • 1 a4 D16RNLG FIIR[P ED 1 1 1 ZtI` ' 1 ® `.; LN/{�� I ^ REWMInI I 2 N. 1 I T p OCMaAE REOURD7l 4, 1 tiJ T: E.0. ;� .v ...... i I 0rL I I W.N 61 � �' 0 I1 1 \ �:':'i •" \1 < I WINO MR • I .`2N � I .. �Y MN • $ , nWN sIa R �\ 1 $ -iRPa�Mn A2'. L 1 0 1- )6 NiAKAXN 1 <% m sDgo.RE I C% W�'Ln 1 _(7 , 1 ro aNeA 1 1 1 I w W I v. 1 (j) I IWNH.MA-HF J ( -..3'3 i 1 p win 1 O i 1 I 1 tl'o — ,. - __ 1.� ,MM Ly 1. ; I L':. .-'--� HN ONNNF� i L' D ..J i I I I , 1 L^ ells i_ , m_` , , A F € I 1 O ; I 1 I i I I i 1 JJ7 I I j I 1 I T 1 i I I 1 6 "w I I �' 1 1 f r I I i i s�3/y I �\t f" W \.. F-2>7 I 99r7� EX5TN9 PORf�D Ei7 I i 1 - I � • I . li i It, �Pt• . 0- .i..- - f'WRo•W 1 CONICMlE BLOCK / _ owgw S 3n• •R VIAL 1 1 COM(YLk7i BLDCIN I ..-.. _._.._- -1 1 1U Ea �• 1 13 N17. 0t 4, ' FtTM Nh • i ;, RFOUIRED, a4. -M, , 1a lIr o. 6 r _ -. -otwjmm 7 - - - _J eI . . ' -I CONOE'LI ANCHORS M!TA•RIIN W/ SRID nA.. a O bM S ".% W RcotoED. E /y�q-�,� 1_W�',EOHKt DK - . AREA a N6tl1N01 » TAwA.. 9 T9aU0N 9) .�`: SCALE 3/6-,• I I 1 i �1W1R0�1A�7. ' r .ILPO • REWRm. ---E.O - ---- --- 1r a \ 9EST5 9 THIN)" » CEILING A $CAE 3/1-11 . CONCOM aHCam:'. , \, Alfas a TWOM 9) Yaae ' T�•a, �,� 6M3 •PR F� • , E -H Comm"ICOGE NNDORS wL OCM 69 a 9) \• k 'I t • EC SCAIE 3/9-1' ED. - EDGE DWDWM (SEE SCHEDULE ON SEETS 8 ! 9) TOP NT1 BOTTOM MOUNTW..S CAN RE COMBINED N ANY WAY TO wT ANY INSTALLATION, TI L I EC© iNil TILLIT TESTING 6 ENGINEERING COMPANY WALTERA. ThI T,1R, P.E. ti(teoo a aol.r. PRODUCT EVALUATION REPORT P1.pr LSHNM,N3 44LE7 FL.;..A. L1aAM'Vo.'3WI671 F REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products- LLC 48M S.W, 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID It 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verily that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions Drawing Nip. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELP, sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an integW(A "tVA ria Evaluation Report. a ���4„�A:.r,1(t/�,% 6355 N.W. 36th Soviet, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1�5�,?AQgtp(3'W64"1-1531 COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (SCALE 1/2-1') ----15.19/• (TOTAL TROTH}-- -- -... _____ .._ -------- _.._,.__.._'-'-' _.------ .151W (TOTAL WIDTH)-. _....._____._._ _1 '--_____ - - --- - '---- 12.SOD• (ERECTAE WIDMi--------- ---- --., ' f-'-' - --'_.4 Ile __ --- i ; 6.250•--. — '. �I r_ _r_ + . 1 A ) S 1 -1.350•-. \ of W~ soL THU T I,Ar- rl} „N /r / 1 , 2457' OGLYNQkb STEEL EDBE 'S �� l ) Y.E57` G-60 GALv. ED6F 1 20b0' ! E TYP. D„pp 0[TAL J r 2. 3� / _L M. MAC 4_! r C-60 GMv. 0IIy0 ' L. ��A ----.- 46d , L-_ . MLA I. , 46.6 __________-_-.>_..__ ._. N - -- --9.25(i p STORM PANEL - Q END STORM PANEL Y ,6r- 1 y 3r AAMEL - . lY ( .100• A a � .t25' .750••-, t/sY-7D. 1{4•F24 .1YS III W/ 4441 D E'DGC � ., I [�� ,.25D' !' I ( _ 1;I" , _ • V, - 36. �,wctm S.& STUD, 6�p -.. .750`- i I-0 °4' ( 12 1/r a0 12 Vir aC. _ " - . we fi , .#0.o6• .100 LN3- 3375• ,err .a9r ` 2:060• 1.OD0' -� + .soD• 11SEE .939• .93V SEE `H1E13aME� �`- 2.125' .063- A a 37sI- - OETAE 1 'l .1AA OEVA I�_, _ I --- �•" it aa, .375� I. (125' , i 1 I 1 L--..- I IFIALA -�]0'C ____--_.._. 5•IhA _-_.-. ___.___ .-.._,.500'.- '^T.500•J ISOMETRIC VIEW DETAIL A moot r�.000'0 - I--2.Go0' ._ ROUNDED CORNER • ENDS OF PANEL'S END LIP w( HAMMED EDGE. O •h' HEADER O3 'U' HEAR O Af:ISiLE ® ANGLE WITH STUD ® � WITH (N.T,S) I --0--� Mm '.. REVERSE STUD !I 6.T• 374- 7.DDD- ___ - 0�• . TYP TOP m0E .OW .37s• DO.-,.750.•-.- N - - .380" L �F ►Mn .Ter )_ 14e_ '+ '±o• �j �2a•'i'l.•.- 3a m6u (- -! i f - -'-9 1.407'1-q63• .375 i=i370•-636• NQ• (- AI1B6lE: MWEM ,:1 C. :625 ( __.--I ,.063• 1,34E 0a 49�. f 015• 1.So0• 75W 084* 0 (CEY HOLE WASHER -may--2.DW'-- --TV.) _ .-.M• ® -Fo TRACK ANGLE (P Sfa' 'F' TRACK ® FLAT PLATED 0.*M- (YIN,)-M. WITH STUD ORLVNREED SPIED. - .3344-Y - - -- - T l tGP A:.: Wj .]75Y 36.6 .873L i —� 37s - �- _ M0. 44167 % _ 1 r - TF► * . * : * FLOINDA SWLonrc coo¢ V" 063--. m NICKEL YOt OF ATE .1m9,uew NE I2S- »..1e75'- WINIG OUT ii 20 OW WLVAMZm STED. STORM �uL �0_4 ��`' AT PANFa'S l0 --- L E C O Mee. GLOBAL PROTECTION 51 mi+RO�TDUCr ALiR11ATNFLY, 1♦Y 1IIH0 MAIL W/qR MI r Ma�� OAR. FL 3WN INOIINOIJT,nC WAAQ w/ ADOITtONAL n,���'91AA ,Iu .�,Aom-aN�' MOK (65N)tel•7W Atll, 4/6471M-67 • 7/9',A/3r WVIWR (S's19KET3 a-Onwis a• 9REL OR "on KATEO STM). E �� WNiEtI A «, PL ON AEi7 9 ! s) twit somommu 1HEEM A VONX 01OA 9) . .-- I t 4 Wn. Ib E. t�4 E a.,e 1 I i E p \ i `\� "s\ t a \ a`. 1 1 El ) 1 1 -� �I` CONCRETE BLOCI 1 1 1 $ REOUMM 1 L I i 1 1 I ,.� - • , L I - - ,. .- �___ - I i a1r-30H• MS , MI, • OD6• , L •A : �1 a I = all f_. -- 1 _ W4 , .ant.. , a¢ 7pAmM3 1 ---— ,a E�Rp,�3 W sNHI n I 1 `T 1 1, m own' i i I I 1 AVT 1 'I ED comchm ewenmaaDrA r RECUMP01IE0I } cD. atit CONCRETE OR- 1 CONCRETE &LOCK: ' 1 I REOum t 1/2" __ I -Us-' _... I i--O-® Xrs.•:a 1 0, ,., ,wn�i,ML NOW1 A �i3• .� $ N _J CASE A (P1 , (:i w .T KNANNA" Ai W CASE B LAN) ,.R t)-% I W 11% 1-1I ,R UF.W, �J ,KwI ii'E � isr- �0, iii ///" 'r I P CASE C fPLAN1 I SCANS 3/,6-,• r.LSE O (PLAN) ....;M,--1 . a'qk-."AM, QNK-W aRYY4YI17E._- ,. ____. ._____ PLUS as CF IMTN1-Fa1AWlLMN11iE �� COKAIi AMGCRS "'�! 'i - t j I I+j/4•_ we An H16.6 "H• YW- \ \ \. \ ' :•��.• ' - ••: - R,W.,��W' - ,Mt I,Y.Y aW101a iMlW at*•tOY,AAIwi M.mt a t O III (six so@DAE9 ant Boia+ss a » 'r wIL aHUTz 6 W » J. SCALE 3/6-1' SGtE 3/M 1' -- , -- fii� (1. �..:1 '��I2!11R/,.p"W= - =VUS INo • NEW ,' WIDE A WAES A t/1V E0. - EDDE DISTAIECE - Q s 0 IY. ,NIr NMW MMN6 W I .Aa aWw aW INN .w __ TMFC. ALUY. iUB[ a t• . (SEE SCHEDULE ON -_ CASE F u =".6 STCCO/ PT. wooO PLA1f st"M -°° • NEW I• WADE . VAREB , Ilr• , .' 1 I 1 o SHEETS B ! 9) .,.......>, ......-N...-..., ..� rrCtNMTr. SDILE 3/tiwt' r ALA. TUBE OR I• vA IM . i I I - -Pt N000 PATE SPMER j i BDWND 11MC( I d COMCRM ASHORE i i 1 —c01ATEII Ma3•R 00- we s+m L gII R (sa swill tE. I t�2• wa CONCRETE BLOCK MAW OR IINIMAI'AC lift W�A1NIR .:» 3 IbF, REQURED. Tog" NOWT. X6 SEA+ X-1 Stet[ ]/r-r• DETAIL FOR SPACERS REOWRED AT TOP OR BOTTOM TRACKS ADJACENT TO STUCCOtM= BANDS SUIT A I CAM E 1PLAN1 SCALE 3/16-,- PRODUCT ICV T. :A770N 129'33aT NO R,-a'F37.D2 2 9.5). TEST REPORTS Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William R. Mehner, P.E.. Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as perASTM E-B and Tensile Test as per CC Metallurgical Report No, 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jacfofano, P.E. as per ASTM E-8. 2 3 STRUCTURAL ENGINEr;MNra CALCULATIONS On 24 Gage Galvanized Steel Stone Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by Tilteco, I nc., dated 12/1 Bit 0 and 08/27113 (for this revision), signed and see led by Waiter A Tillh, Jr., P.E. 3.MOSILE IMPACT RESISTANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. 1M Nj_D LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18. of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Stone Parcel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �{ 11111 - �gyp, A.:!.0 _�ic�, :;'� - - * 67 *` 1 �_ 1./ S '1: FTATE OF -e s Q,e'•, LOR14I :+- Ntr,•,..,...,••'' Cad . A v� #ONIA4flit, SW`� PR()BI= EV F.UATIOBIUZO_RTr0. 20-8727.03 '1 5- INSTALL TA ION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, is and 18 of f 8, of Product Evaluation Document (P.E.D.), drawing No. 20.175. L MATERiAA.L CHARACTER1187FIGS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 1 B, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tilteco, Inc. and signed and sealed by Walter A. THIN. Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E, (Florida License No. 44167), President of TlReeo. Inc. (Florida CA-0006719). VVATILL 0,1 TILTE00 ADMON RECORDS kP, E. REPORT,2 GALVANIZED STEEL STORM PANEL IDRW6#20.1751 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. iW/10. 2W/10, 3W/10. 4W/10. 6/S 5W/10, 6W/11 a 7W/11 Y MAIL _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B ! 9,_._ r MAX '-t' MN."---- MR WOOD SEE SECTIONS ON SHEETS 10 k 11 1• YN. .O.O.@-( O B ,� O a D.M. 2 3 4 T- �- 1 r -r -I r- r- -f .T r l-- r- - i -� -^i--r -a 1- -T -1 - - _T_... ( T_H I 1 4 3.®+�•© 1 7 l 2 Ilk ,(I . -. ( i _ - - "tE_i I I .. .14V{ , - 4r t�� f--f fi -!jJ - - - - _ - �y _ I r __q1 L" UNBOLTED PANELS I Ii tilIlA 1@OLTEO PNIELS wl 1/N 20A1 ( APPLICABLE) As ' I -..', N�p1LITT590`EA. ERLA' !/32' : '' I I - .. __� -_t_ .1. k ,:: -- - , ._ - __�- ._ -1 _. �_. _ �� f� (SE.E SEL;TgNS AS APPL>CAfiIE) r j - __ ,: L_-1 _I LJ (� - O - $ I I I . 1_17t'4,_ D.M.. 4 + -__ __ __ 41 @-@,U+®• &I I ,� -, - -,. ," - 1/4. 2/4. 3/4. 4/4, 5/5. 7/5. �;/`5 1W/1o. 2W/10, 3W/10. 4W/10. 5W/10. 6W//1 a 7W/11 r____-_____ . _ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 9 AI /-.. __---__-_ -- FOR w000 SEE sECOONs ON SHEETS 10 • It .- - REGULAR STORM PANELS 6) Hoc Q ELEVATION N.T.S. Z117' Ile MPH. GAP Wmew ._1 WNt1E VALLEY) Ile \ 1A �74 MAX_ OAP �- T(.. �........ 4y EN FLORIDA BUILDING CODE W- h V11110"eft Nurriaano tom 44167 .I. esm TCTM M 20 Qll GALVANM STEEL STORM PANEL FA. aMN N! N.T.S. SECTION z * ATE :4, 5 IL E C O Mrc. l PROTECTION PRODUCTS, WC. °7f1'/J06° oA:., oat ,.1. A,.♦ .AIW M+9aa A,Ww NHWNIN: OWE. FL y7Ta 20-176 .N •••: 1.•-' 1.4 aT-Mi.,-:RwAI ,N-Alt (!4)AF76M. FIIF 86{)NW-M7 S.S CA-aI6 " Ti CAN" AN. HALt01 A 1IlNT !.. RC N ,Z- TAR, 3 OF N INSTALLATION DETAILS FOR REGULAR PANELS n A 6A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ._-_ ANCHORS FOR CONCRETE SEE SC EMAL ON BEET To.. __..-. ____ __._, _ WMED XfR,fE ppUpEp COMpIE7E pOL� LYONLyETE - :DTI V DDO SEE SECTIONS ON BEET 12 DR CONCRETE aOCI -ai) COYCEIE 9WT1. - CBNOIETE B . 1• � REQUIRED L RLDUOED REOUNm �oNaEa 2.6Y r M,M ft 60ADM OM , \` sONi) QIAE a _-__..=9C�07uuLE aN ME aew�1 MCLE MUM WL �O,NNY I. Ifi.r- - 3' ws. A i swoor 0) imm ANCOIe 4,040R6 .----1 - -- - --- - ). —i i 1 - ' T J I j' 1 . t!I -j II . i i- E-ti I C- 1' I '.11 I Ii i Y II i o r MAX � It T_ \\\ �:'.` I ,t, �:., a --~ 1 SOLE w/ � L : , rJ+-- I , , 7q�6y•4 3/3Y : , , I- * , ! 1 ttlws i I i ,An ,oWMww A i e^ I - TP I r' 1 �HMr •Ewe a 1w l _ ` ' ' ,, - I --- -1 ., $ i. 1 I A �1 i -1 W I 9 Ili WlIgaW4[O �1 WilliE ; I GN I LLa _ _ R� . a 1. j1/4--ii $ t1p mP1• i r yyPP$ p/as-3R.r `I 1 1 ss RII Wl '. iss InlT6 ./ •, i )Aix a1f W/ `. $ N . I I . - , r iWIIs INin w 7AaN i . _._--- I 1 i _. __ j 1 /31 1_...-- - --_ i i ; . I ' ' 7 ,' r VO9AI. _- H1vaw • Fi,01 I I I i 1 I i 1 : R 1 jl 1 I .- -- - - -_ L . _..---- -. 3 tt 1 , I ; 1 err ly ''. ' _- )_.. _. 1 1 p�tF1O_1 5= 1 DS - 6. s. L6 am OV 3• Mw.~ T- WAs � X : EA1�--1 f I ; ; OF 1• 3' YPF. -_ D.Y..®a t® /B W�%Q I. EYn. 11� ", Z, � 3 1Wu r{ I � MAI { OF ,• M4,.. ANCHORS- FOR CONCRETE sa SCHEDULE ON SHEET 9-__ -_.. _ _ __ I f2L FOR W0o0 SEE SECTIONS ON SHEET 12 EL1. EIWW'f3 t REGULAR STORM pAyE�� Ar Q ELEVATiON 1 , � IS I - - SCALE J/J2•.t T-1 _ L-1 F. 3 I T r _SIiO' I- 2.6T 1/H• IM3. OAP . -1 III • n` L t//PN.-20]/P S.S. BOLT _.. ---I I R oft CdM -1 I9NE tMLM - TI/ 1/9•s3/30' WING ML7T jf]�j-Pj-jT, _ _- .- _ _ _ _ O _ • I2 1/2' O.C- `CONoRrn ANCHORS .IpYWL,E AYCHGI6 STAGGLWCD _ ' . - M T 9lO*V" ON ,/A• A rl W/ ET t) (scE 90HIEOUtE ON �Iq1R� SECTION A -A fTTw.l SHEET % 9iE[, 9 ON COINHaEI[ � a j9G.N� .BNCI[R a C umm CONCRETE OR KQIARm M SCALE 3/32--, DIRECT— ADa REOLOW 4A3%A.6SLAfilitissl[ 011111ECr AND W" Time Mill MOUMM 9CJ9E 3/r-1• sDAE 3/e '. SCILE.MRBILA- MOTE FOR LYMBM_A11ON DF E .D. - EDGE DWANCE (SEE SCHEDULE ON TOP h BOTTOM MOUMTNGS CAN MR' SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IJ1r__:71T -#--A a) CD C Cn N _ CD O a) tI U N Q 0O -0 O c CU -v o- (1)-0 U-0-0 2 -= = C Q a) Cn p 0 tU LL- 0 CU > . '� 02 0 � CU -0 .= � U � Q 4 Z W J N \ -a :_ M a) ICI W.; W C, " ate... G ci - 9 o Cn E cc L.; " m K C Id. ca N O N .0 C14 Vi C (3 2 LEI Y 3 42 W,y m c. E c 01 V = •Q 3 M ` m N U W ON i d =O •R iY V3 c — c E to O d 13 U. Co (n t^'+ W (1) — _� U) :3 CIO O U) CL CL (1) -AINA-0 U =3 M O L_ O (L)'^ w IIIIIIIIIIIIIIIII� L. V m LU 2 Q Z Z Q J d SHEET NO. SH 1.0 ., • , .,L. _ ..n Yn r19• 1 I I' 1 i. ..f . II III I I I �� � � i � 1 I ' i � � II --- � I' 46�4 I I i I illaAard j 1 I I I WALL AND FLOOR MOUNTING INSTALLATION FOR IRA O SPLIT PANELS naKw• • �• 1N6 Y� -� . • n�"-t---rr-- t. (1Y•. Ta/ • wuta0 It• fxtw is s ea11cN) _ - _ - .ULLEI (. AUNT ti 1 4TI 11Womm 6 IA. u.W a LOFL [ O wu ` ® r ,a. 141It IIro a ♦/�,6rlE7vow MIL �• 1••ILr/9�E 1• - 1 4aM St O, 4EYf \ 1k 1ClMGI.1 wlo/« �: _ amlt fun am F • . KTAIL I ' M1NN1*1 t sdl , �`�- i M4LY1 • P=10Y41.M 11A aKxb Al11SOI IW '�, x j 4 1 r 0'.c rIb � A �b � wim MIT .1 ri21V41.a'{ v\ won W . x s S r '' M. te/ i (role I�� :�' __7 = . NwaN sNN • fxE wulD)1 soda ��yAI+{N���ya �- SECrv,u Y-Y SPLIT STORM PANEL ELEVATNNI 9t7aE 1/.-.1- DETAIL 2 SCALE 1/4'.1' '�t p�C SCALE ,/6• 1 I- WOMAN afiA06`i ft. WWAUON IEOUP" Nn. SPAN (R) • TUBE NAUON •• ti o=OPOWN IN 4 4'-r 2• , Y . I/r a•-e• m v-r 2'. a' . t/r tse w. _N�♦t. w•a lE ............ IF -to" 2• . r . 1/M•.To VCEN:••;�� k0.44187 > r-10' To 6-0 r. e. tIa y,p FOR sn PE3aIME PAYSIG - * : # FLORIDA BUILDING CODE VN17ct NtWT • w'ITf� M,yaD SECTION 1 I"A iL NONaD E.amo tuwa «c 20 GAGE LVAIRM0 STEEL STORM PANEL Eau 3/N d •.... . I�I�E C O INC.IMAIM PROTECTION PRODUCTS. LLC. 4M. MULLKMI CINI ALOE E 91MAW w/O STORY PANELS ON TOP 4Ew Sw. at S114i'/ OR B6T701, SO TRAT R I! WEANED Ai TOP OR SOTTOM OF OPENING `-/' OW[, FL aJ71A (ONE PANEL OPENING W/ TUBE TOP t e0t1OMI wrr 0.1•.AtZ. p m- 1°'""'" ^'°'° f•M)O•-7R4K FAK M-)No- m AALOWIW[/OME r� •""_ as �� G mIft PE E WrATa A iNliT Jr.�E o->. NmWL IIWAIL►TION - ALTEIMAIM 1 W SOLE: 1/a• . Y . •-1 1. •;. Is:,. _ III 4. 1. INSTALIATIONB ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 V.s.f. AND PANEL'S LENGM UP TO 6•-6". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL TOP 4 BOTTOM MOUM'INGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CELL t FLOOR MOUMili16 WALL ! i1�OR IIOINlTMIG i WALIATM - AL7ERNATIVEE Aw NISTAUATNN� - uTEBNATME SW (SECTION AT TOP 15 I"= TO +55.5-e7.0 MAX. WAL- I/4' . 1• A.S.D. DESIGN PRESSURE RATING) SCAM 1/4• • 1' 1 Y4Y ,M I"t to wM Auaa __ ��ffY6yy�s41 «.s IWptA01.RP�aIIIIM EW now M131NiTNiG I»STAWTNMI - SECTION YW SCALE 1/4' . 1• BURRING CODE COMCRIM ACKM CONCRETE ANDOM MR CONCRER A NCH MR SSE SC EDIIE ON OHM m. (SEE W WRU ON (ERE lC71S0111[ ON�\\ /4) SItET u)�_-. Eat w000 SLAW: SE SECIMN a1 Mir 1a 1, 2! & 1/15 FO,AEp mualE7E \ 1�Ybix6+:' 1/4 7/4 2�/4, 3/4 a 1/4 1, 2 3 1W/t5 Ems•, , .SOD• J .o _ = TTIT ` TTTTTI i-TTTi TTTTT r( a' ; r f ° t{� .I G RIND PAID DDLEWWaM (waM6N .»O,1 (M,D.aR 1wQ.) IOC AVOW FOR wwa"°" mcum 7YYC i.... l/S 6Y SNLC�,Ai,SE•E�]w 9 Nyr SND . R +%!' o.L. STUD • 12 i/S• OC 1 1 1 I , a , awaN �}MaNE •{ py2 S/8•Mn. (dEgp'Is F2/,4) iJ.t•WNt+Ns oc.M2 .-- (SEE 1/1/+y' I6R� OET 4 I I (� IK �1 °II A EMo G�'2� ° 1 i ( (•E ETNF"US f6)jH POAM� COMOMM ga iL CalalEl[ f i r I r Me i Ir 2/b 2WA 3/4 Lx 1/4 1. 2, t I W/1S : . $ 3 1W/15 i ( 1 LWAMON _i ON � SAFETY PANEL i- ' 1 ' I CMdL I AREA W /Iq W 11DTE 1 PANELS "� - _ --- .____ 1. REONM _-. __-..._...,.. w ,N� SE" (SEE rglE , __ COCWM AKCIIOIE /�,:..;,!! , ,f , BELOW) ' LAST PANEL 0-7o E *wALLED AB LSE SAFETY MM PANEL OPP" SiWI (aE SCHM" oM 4t[E7 ,4) .. PgMm mIICIEtE� i we� KwAYS BE FNOYIOm w/ AEAA NANUE oNA MEDIMED f +' NN mLaOPL) m E 167AUED 00 REMOVED FROM INSIDE mI,CJEIE AatlIOlEto �% (alb wtma ON O' STWArME BMW'.) --�t'� JN NATION WALL MOUNTING INSTAL WALL ANO FLOOR MINUNTING INSTAUJTION SCALE 3/32•.I' - SECTION 1 SGuL: 3/e . , - SECTION T SCALE: s/6 - 1 ow 1 • 1 g ®O•-Ile aP NOTES ON rc nor T emau PALL SrerrM IWSTALJKIH : -. t. LIFE SAFETY STORM LOCATED AS AN ENO PANEL (FVW OR LAST Pµ�) 1 OR AS DRERNOR PANEL. (AN PHA. UDCArQN BETWEEN END PAYELS W MS7uo11 PARtt B aL,7CMHII Wq,CN EE NOR L) LIFE SAFETY PANELS MNY OR MAY NOT BE WITIALLED ADA CENT TO REgIM PANELS ,iT CC 1r�Hg,S 8FE M01E 17 (N'/ OR W/o REG" TRACKS.) 2. LIFE sAFETr PANIC. COM56T5 a 0.039' GALVAMZED SrM STORM PALL. AS p SECTION B-0 PER COMPONENT %W Y O' ORAAIG. SCALE 3/32.1' THIS PANFi ITSELF TO BE REMOVED OR INSTAUJ D FROM THE INS19E OF STRUCTURE. J. LIFE SAFETY jP{t REOURE5 TOP T,EAGc TO BC COLIHICPONENE Q) a BOTTOM TRACK ro CEO® IFNSTA11E0 MALL FLOORIgUNTEO FOl1.0YANc SECTIONS T a p T II t . •••• wt '' A Y ON THIS SHEET. AS HELL A5 DETANIS , a 2 OI SHEET 14, , £ $ yGUiNSF FLORIDA BUILDING CODE Nth Velo01 NUMt:one Zona 4. t6,L LEIIOTN iDR CwEPaEIEM 1�iB Is•. �• •L�' Me.. A00M SPACING FOR COMPOPNM ®ANCHORAGE AT BOTTOM 15. GLEN ON � L * •••L• N'C' 20 CAGE GALVANIZED STEEL STORM PANEL a Y. SLEET 14. _*:. �� 0� "„ COMPSCHEONENLEST cawoHE)Ir wr E PERMANENT OR REMOVABLE 5 SEE DETAILS FOR WALLA7ON INTO WOOD FRAME BUILDINGS ON SHEET IS. ir aF,•.,, t' •' OR GLOAL PROTECTKN I�E sM� PRODL.v T.>ti LLC. 6 SEE SHEET . roR oElAE AINIL1CA8lE m n+E N13'N5511Y FOR 714E INSTALlAT10N a I S .1 W OLL ENMNK� COW"" TESTING N. ME n NEG S.W. W ,SEFSF A!' 20-176 SPACERS AT TRACKS I,6TAU2D ADJACENT AND BEYOND TO STt1000/wODD BA/OS. -"•AMA "1 +K sw u. MYEAR NINPPL a,. wvc OHM, M-I plRWn-Is. a OI"4N-M71 7iu pSIN»-m7 d-OrW7/N uW r 4,rr aMWM M PG WK/q SIWQ u a M MAXIMUM A.S.D. DESIGN PRESSURE RATIO .2.f.1 AND CORRESPONDING MAXIMUM PANEL LENGTH "LIM SCHEDULE (1••)O ONLY FOR a MSTNlATI011t AS PER SWrOIR / IHIRO 10, ON SHEETS 4. 9 a 6)INOW MAXIMUM A.S.D. • WID W/ 1/4Y-2hI• si Y.A t WNW AT MOW . INYENGM OF Re1D_ DESIGN PRESSURE RATING (Q.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS Cii A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES COLD ONLY FOR PAELS(Da'D INSTALLAIINIS AS PER SECTIONS I TNMI 7. ON SHEETS 4 a 5)To 1 3•r'• �)CEN$�'••`. FLORIDA BUILDING CODE Ifh Ve NuMeona Zone E No. 4187 •°0701L1g° " 20 GAGE GALVANIZED STEEL STORM PANELS rJ. i ST oF' _ _ ' IL GLOBAL PROTECTION PRODUCTS. U C. SCOT»�. wMI 6n e'h°�701i •e.; ` 10� , FSS....1 �•/2V[i ISO L 1 at great _ W$4 2G-176 %G . MS "u w... PN�PI-,a rL.�16 NMo►Am. PHONE, ON)M-7sa ONI(NM1EN a7E7 . M , EWM 4••-.", h r ♦ .. .�.. GRMA'PA r 1QT • E E '�ii+9�.�P � (JEtlola�j N 1W°1Mio ow�dt �p .aaa -no r-r a Las s ,/a ul�oLtED , nwL e . 7 .m.a. -72A ar-a• ro r-e' M... 2 a/4• LAISGum , T,NMI s a 7 •660. -77-0 ar-r ro tt'-2' M". ! 1/2' • •�� • w7J, -N.a 12'J' OR 1s$ 7 ,/Y• ' per• q Mpp1eM • •ate UtlatlllYll AS.O. OESION RA74,(•, N) HAENN LI17MM6 YAE118 roR La . a 1/Y •` i t ANrO COMBINATION 11NOIILNI IAQ LFNOR, t• (n.) TAPCON CI WI -ow alk-IN /AIKI.Iw[ PWIN[ IO NMBY.,E PLLA m mtKUR sltDwocoEtTE m LxNCENE o� ro ODNOEtE e� m ODNaK,E I'pa1GM�iF m I'OPICR7[ � r wA NM wA 6' w4 •• MA •• '�" ,(HOP) e• r N/A WA r r a• r r r r (eana) r wA N/A WA r wA •' N/A •• N/+I 7 (mP) r N/A MIA wA a' NJA S' N/A r NIA 2 (Omlosp vs6.s, -72D r wA N/A wA r N/A •' wA r MIA 3 a . troP) r-a• a LLss a1 IEs3 r 6• wA WA a• r r r a• r s (saNOM) r N/A WA N/A r II/A a• MIA r N/A T (� r s• wA N/A r r r r r r . a r (ao7Ta1) N/A N/A /2 //2' a t/a• ,2 1/Y a t/a• 8 I/« • 1/4' ♦ +h' 6 1/i" 6 � S¢ BITES r0 • 11 FOR AtCN01M ERAS • iN6w PoII NN4aaW1A➢OIN W/ro 1N00a n111E aLawn ,:tWWNMI Aaatot lrWOles Am taraA EDGE ONTAIOE AM NIOCA7m ON INS MpK91AE rOR [a L[» 71VN Na71d11b al 9OmIAf EDUCE AMC"" !/ILIA e'A ,aaaPLrlq t>Y411O 71t0EM ON 6t7AJI4E F /1E FOLLOWNR FACtORa MR 11» O/BM7CN m E POENLE. NmNITn S/AONa NOIAAED ,rsM rAC10R a.Mt tJM ■ MA 7ww MAWRN sPAaIIo 1NaIOMEO FOR EAMt ANCIIOR 7TR n IFIDAIOIa LDOFAO. A� 111M i/r• - -,ANat -_,/11 1/49 1/11 tµi //41 r r1ROL ,sww NN a s s s a +h s ••�� oN"r PLT s a s s s s ,h RAIRN a..r w eU 2 s s ,h x y a y AaNE to EIN••0 FAeIaM , Va• m WA - a , r ,m ,m ,m ID.. 3/O• LOW OWNS EO rot - 1/r I.D. • 3M LONG avu 8LA Ne W/ I/4•I-. SA. Ns • 6 1/4` CC FORA Pea town IV m S•-r Na a 1/4• D.0 IN LCIeMa UP m r-/' M_ OR iu-10 ft wor r6MME C on ►AFLF m PLAN 9, 1/a a t Wmt t 7MEAM PD�iROON a NDMD7N Or 0091M WOOD RAW rM 1 I:--i ALL LOKM19 UP m r-11 Ymc SaU J/e•t- 16iIIi: 1. INSTALIATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO r-6' 2. FOR NEW WOOD FRAME CONSIRUC79K WOOD MENHIRS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 04STALLATIOM. END INSTALLATION DETAILS FOR REGULAR PANELSCib INTO EXISTING WOOD STRUCTURES I 0L 10+M IW+. HOOD NDOR &CIA 1{ . X, "r EC li w _ E0� i� 3 N•L EEL. COt 1_ Wm0 ,UaElt _. Ea11nm I t ■Ym MAW ,taep 1fAOP1 ,. i i - 1 Im11IIm EaNm ALTERNATM 1 W SCALE 3/6-1• SCALE 3/a.1- 1 EEFORR M SIDI IM,tam I�1 ° - ro QLAW �• 4 ' 1 1 ice♦ �1,iE• 04 f � I EOf- i - EO I rat 1 D T rol- a ro .Tar- iA i I 14m F4a amuRA esL j- WOm AUE MW Itm p 1!'. o.tL /.•.1Aa %viv •roc -. ,p NY 1MWA® �LTIi RNATWE 4W 2' PLATE i . • MIIWWM, d nAE. SCALE 3/8.1' SCALE 3/8.1' RL"" 1► 41)J. AM .AIMTA.1 ATIA4A.MOVE SHUTTER TRACKS NOT SHOWN MR CLARITY STUDS • (/2 1/2. 0. C. 10 NIXD SnD6 41 OVA TOro2N0 D2•P� DIM' r •�_. • .II. L7_ •. 4 , I 1 . 1 • . .1 • . • L : R • . ail '• r. MA.SA PROWLS I tNOON or W-ONP 0KN-M NN01MH IONS C /HOMES RUS CnONS / MPUCAAL i � M OF Mvww PANEL LENGTH 1- (R.) ro coN� CTE aDCK To moem mNto BWCI To COMMIT 00N �['1E OLEO m coILOaR SLOCK m WORM 1p WIDOW @I= 8' N/A N/A N/A 6• WA r N/A 6• N/A , a 2 ) 55.0. -72.0 r• 7• 9- 9- 9- 9- 9- 9- r 9- , (Bottom) 5'-0. OR LESS 456.0 -72.0 6' N/A N/A N/A 6• N/A 6' N/A 6- N/A 7 a 2 NP) 9' S• r 8' 9• 7 1/2' O' 9' 9• 9• 1 (MOTTOI) 6' N/A N/A W/A 6' N/A I• N/A 6' N/A 1 a 2 {TOP) 9- a' r• r 9• r r 6' r r 1 (BOTTOM) Wt "Ass. poema � Cow 6 y ft Yd TOP "NCq am I ISM 6 r I•. EW TW 0I Awe SECROMS o NMOINIM P,WEL MID" "4 To 10 +492 -5t.S 3. 3• 4 1/2* 4 1/2' 2 (BOTTOM) 7'-6. OR LESS +52.8 -66.0 3• 3' 4• 4• 2 (BOTTOM) r-C OR LESS +65.0 -72A 2 1/2- 2 1/2' 1' 3 1/2• 2 (BOTTOM) 71-4' OR LESS tsSA -7LD 2 t/2' 2 1/2• H/A MIA 2 (BOTTOM) r-6' 10 8'-0' SS.. -72.o N/A N/A !' 1' 2 (BOTTOM) 7'-1 m - Nurricons O ALTEAIMIE 1/4•3•T SC,tdA.E r� `-N11F71ION VAxKi `-ETU YANLl �'' sPACTNo 3* L#2 rat yl.�LL..--- ra• uM, DEWL 2�L�R MOU1 G LNST1 ION(AP�G��TO SCHEDULE sal& 31/r . f' MMIMUM A.S.D. DESIGN PRESS►ARE RATING (ps.i.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE L�'AEaf aNir m sF�-+� 1 : s NLdaTED roA Lsc srcrr smaN wMal SYSTEM ON SNEE7 13/ .wMA Asa OQ11 t•+IJM"" IRA.. N16(1lIa1NH 1>Q aL'CaNy 1MIIA bAMiON ro RNA® A.IKt aENllltat -00 -720 W{ a 3/4' ,4.Ot18a SE sw 16 MR No" TIVE a own NOR a1SMuaim IWO WOOD IMM[ "am U MW ANCHOR SPACIM AND WMW EDGE OWAIX AM INOIOMN ON It* sa wouLL FOR ED LESS 11MN NC== ON SCN[01Rt MFDNCE ANCIW SPACING MY MIAMLYP" SPACING SH MM ON S0400" N be /OMDWMC FACTOR. HM TWO OPERATION m E POEMIL e DVGM7 9PAOIC OWTMIEa UlLO FACTOR 81LYA NOT E LEE THAN 4MIAIKIY 9/MCMq NOICAtEO TOR EACH OCHN TYPE A ALCH MS Lama. $M M TNR 1/4S - - _1/41 t/P• (/Is10L O .1 wiMP Rule OMM-N 1r r.CWN wow w a 3 3 3 2 1/2 •"RAM wyp aJ a a a 7 a La Mi.1 OP& 9A3 3 3 J./7 3 I/E 4 AMM m BE ENMEM9I now __ - . _ 41m_ ---- r_ MAXWUM A.S.D. DESIGN PRESSURE RATING (R,�,) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS TI & Q INSTALLATIONS INTO EXISTING �CO�NCRETE A CONCRETE BLOCK STRUCTURES (VXM ONLY FOR PONELSI.J" Qb67AUAT*MS AS PER SECTIONS 1 THOU 10. ON SHEETS 4. S A 5) ANCHOR APPLOOMILE To 54 SNIEIS 10. it AND 12 ia1 ANfaARS TYPE A SPACING INN �tE .A;.l�l �: I.vG�ScE FLORIDA BUILDING cooE In h v.I Nurrteem Non. NO. 4187 °0"0 L16Q "L 20 GAGE GALVANIZED STEEL STORM PANEL PRO N PRODUCTS, LLC. 6 w,F', N a/E4/we T � IL E C O 1NeOMAL 41wc eM11':'n. y-y,Fs,'•..• 'Ms/Q •••'� .L Nor. Ky w,r-w"Axlplq nl- au14 h%MNi-7KW FAc U041MP•K/K7 TO-176 h/INyy d-omvlt wR rr r ON.N. ft L �R "Lin A ,Na1f A• ►L ••"+•i "� N 7 >• AIANRME YAKBBN ANOIOIB >/IGNO rOM ED.. 3 1/2' ASO DE9a1 1NC011 O ,AP -all► CAW-M FYYI(;IMR FOIALE ID PA,BW6E PLUS !OLIO SIT EemNs i a MAeNM FWKt. PEssINE RAWNc (µWI.) ro W1IF+E1E m CONCRETE OIIOCK ro C,7MW[1E ro COIICIMTE ■RCN ro mtICIE7E m ceNCLE7[ anal ro c01IGE1[ ro CdtM[lE iOal ro CONCRETE ro mgaR7E ro COAIOE7E m COMaEI[ Mn LIOtNEWYGIONI a WEst LLWOM 1• (M.) FOR EISTALAIDNS VINO w000 FINIA( BlaaaNO AMMMKf ANCHOR OAdN06 AND IpaM1Y EWE DMUIWS .VE alorA7En ON 1,E 9CINDULE. FOR E.O. Lai TtIN N"IdaD ON sclEDua E'Ds+CE DICTION s►Awa w MIATPLYIND SPACING mIOWIN ON StaNO1I1E K 11E IpILQMMQ FACTORS. Pal THIS D/EMA:1tON ro E /OBSlLE. MLOUCCW SPIICMC 06UMED tAssC ICIER SMALL Rot E LESS 11Wt 181MAIAI SMCNO aCCM[D faM EACH MOM AlICN011 HYPE AT ArIOtIOM LEOCPO. IIIBO 1,R _,/4'L tAfKal- . 1/4y,., o lw-wP tp1 t/41 rp1 ,/a1 IO - _ OMA4 FOLIO-aC ta. Alat"a a,wrG ON ) 7 ) a 2 LIE a W>ra n,sr w p.l a s a Ih a try . a ,h AN1LL m B6» N�61BD ► Ai T 0 M - a i - tm -A, - 14-10 PAN[LWTE PLUS 'y. II14-10 PAIEL"IE PLUG ,`� e 1/4. Y e r 4• o.a w/ 1 7/r E7 w00 HEADER m 11 03SYMI0 WOOD HEADER ro gEOlA11Cb' 2 J �AOW WW• s ,/« oc EE smem" ON smw a Fat to To -- . -_ t/4'N-Gall• 4j LIE. PANEL LENGTH (SEE ARM 1) - MU DID . wx of 1• i I M�tI I G. J. -1 E/w -VA Tom" * SEE 00140AAE OR Eat t _ I` W v 201ct' K;. W/ 7 (SEE NOTE 1) aY/S N � 1 . .r.- i We i of % uN - "i - TM1IO Mut�raM,mt,. _y i` I ,.' • u try• oc i ! ...___.._ I _J 21i' w00o ELATE REOUMED t II II-,0 PIWELNAIF P7AA 2•N' HOOD P1/�7E IEpUMED I 1' j I . it. ParrEnaL • %W WIDTH O ,E ! , t/4'0 us sasrrs • '� lC O.C. STA Wn W/ AT MOO WM O PLATE SCALE 3/2.1• Irw SCALE 3/e.l' 1m1 1. IWSTAUATONS FOR ALTERATIVES 6W. 9W a IOW ONLY VALID FOR BUILDINGS WITH A.S.O DESIGN LOADS UP TO +43.8. -48.0 P,.J. AND PANEL'S LENGTH UP TO 12'-e 2. FOR NEW WOOD FRAAQ CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL NONE FOR C011BBi1L7Ol1 OF •WA•TMMI4:: TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _ t4-tO PAELSMTE PLUS / Ile O.C. W/ 1 7/8• 1HMEAED PFFETRA7ION ro COSTMIO WOOD MEAOEN I.R • 1 I 6CW>�• N• he III in SCHMM ON 9aEt a raM MP. tplWlaRION ' ro aAs /�1.7Nn• AK (SEE NOR 1) I so 1 � ., � KA� � ,/4y uW SCIEWS r oc w 1 1/7• 2W WOW f YIN. TMEA9ED ECLMID 1! PENETRATION AT YCga17H of PLATE I I� ii�l oil law SCALE 3/8-1- INSTALLATION DETAILS 114v LAi aCRK6 • r aG W/ FOR OPTION A 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM _ _. 1 , Mb WMrAODG PO[NWwL ro iss,w Woad ,rAw 1 ) �. Li j1 EOf \ EO i'I I w E"OODiNr I D_ I ' I _ (_ - - It 2'a`I aMO00muAo"0fA A�RNATIj�E 1 ALTERNATIVE 2 MIK,IIi tF% •'tl1''12 TOT scleow 1 La I CS - FOIt"W1. 1aA. I � 1 to CLAW Eo ED 1!. E0 I_ EOL--- OR ED I L I1 A I ;' I WOOD PLME MEaJMED • , 1 8 C.,A ALTERNATIVE 3 ALTERNATIVE rKa eco i 1/4-P LAO SaE1I9 • 4• to W/ t 1/2• -4 ;,. t ta, tHIELem FEtEwWmaM a 1/41a.6/a• Low BMW so" W/ t/4Y-20t2' 6E MS a r O.C. dt ALTERNATIVE WOOD FRAME, CONDITIONS & ANCHOR LOCATIONS ,I4v ao FABLING ,nM,E n rM PWMLWR Met • r Oc M 1 z Hat. TLM6IOED i grawroM ro Nam SCYL 3M . I• PLATE AOR - fAAMU mm Act swam FaR CLAWT t""� WALL MOUNTING INSTALLATION ALTERNATIVE I •J SONt 3/r + 1'; 3 No FLORIDA WILDING CODE N(h V•ba Hurricane Zone �10 nTEOD. PIG 20 GAGE GALVARZED STEEL STORM PANEL p ", � I, W IGMAjOtlNS AE par w4N FAR BLUMES AW AS.o. DESIGN LONG UP TO +SSA -72.0 r ND PAIQS LOW" U/ ro r-a". %'Oq�•.., F[ R10 TL E PROTECTION -'--• LW 07 1070 pUE Z Pat NEW WOOD /DINE mN$auCmlE WOW 1wsERs ro E SDUDIDm PINE N•. 2, •I/ aPvcPIO Eto1r'r ar o.se oR SOLIDI s, .. -. hh '' Si A1.Tt, i Ac•i K•� C O ENO. m &W, 61 Sam a 0M L PL aDH -1 AIAI SM A a. •EWL A DRAIN pM)881-75PE FAX. Raa)ESW-atiF 20-176 it PL SEA/WpYItUE/DS1E ri•. n.-Ia ti . (MO r-,r Os-OD0171�- PL r. eA� N+.Wr WP M1 to ORM"R Ms: swr 1A E L CnCU(1)� N > O "� f• U � ^, W L O O .� Cd U N N ) 0 O C CL >` 0 � ICU O co LL O CU .� -0 CD �� _O ^�^ ♦ V - l..l. Q ti » sV cc - N W e o 0 U C�v L Q N N t V/ Q O .fir N Y 3 a7 CA M c CA � .¢ • 3 ,m J a) A t.d tL t- li Q ? A.b 0 u O Cn W _� cu U CIO O CU LU Q z z Q J !Z SHEET NO. S H 1.1 I I : 'I L . I ! 1111! , I 1111111-pli 1! ANCHORS (SEE SECTIONS ON SHEETS 17. 1& 1$ & 20)- _-_-7 '3: MAX. 46/17. wiII. AIIAI`t 4107. 9111/111. 3' 1". I• ANN. GW/stl 7AW/I1 A, 6W/2D IM/le. 7011/19 a aiw/u 7- 0 0 0 0 0 0 ds It WAI, A A _4 4- iAti :I T 7 7 ..... r, 4� lie! S7 �W__ ey1B LOP SAWN I A W&120 I* MIN., ANCHORS (SEE SECTIONS ON SNEER 17, 10. 19 *20)----- OPTION J2 FOR IJEE SAFETY STORM PANEL(I ELEVATION SCALE.V16-.1- qr I,AA AM, Isw GAIN. Img_w� a" wMat Soft?, TGRQ pwa 7W) SECTION A -A SCALE 311ir-1- MAXIMUM A.S.D. Me.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (pe.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION 1 +55.0. -72.0 $'-a' 2 3/4" 1 UNBOLTED VAX. PANEL LENGTH MEE SCHEDULE) _y4'1APCCN ANCHORS It.04, 71.1M."001L, STE BLOCK REOIAREO -0 1 win OK - 10- PP sam, to INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPOON N4c"m IL4 1 4 11 Cc ;TAPOON ANCHORS TAPOON ANCHORS O D.C. e r D.C. POLLIn CONCRETE, POURED 0. cocarm BLOCK POZOn BLOCK REQUIRED r-c - 11/4' 1/4" EFMMEPE� i 1/4' A I EVA IL N A, _0 -, m i KIP -.0 sixT .6 r . ow EISITTA, resn MASS GLASS - , CLASS 0 f 4- 11* 1 4" W 1/0.- _Q ,- aRlAP 0401UP 3/32, woo NUT 0 12 1/1- D.C. OR CONCRETE BLOCK WYl ItEoumm MO ]INSTALLATION =MR Q REWLAR ANEL SCALE 3/8--1- CD EMA 14 YAP "OURIM, CONCRETE OR CONCRETE BLOCK REQUIRED WALL IMOUHM INIUNUATM LIFE SAFETY PANEL SCALE T OW 10 & 0 MR ANCHM INK MOIL Tat Ile. EMS, WvCMG MR Arm WOOD ARIPTIR SIMONA gb4 == svima ANO I,MWNIIM WE INSTANCE AIR 010"10 ON TOOK 3 somu FOR E.D. mu TITAN mc.6 m SCHEX" 1120m ANCHOR SPOC" IN ULAMPLYWIL SPACING SHOWN ON somput 3 On DOE POLLO Wfams. #QA Ims MWON TO BE PONOM 0101140 SPACING OBTAIMIC USING FACTOR =UNW WE LESS 14MI MOO" SAM Net PC. ANCHOR TYPE ON THIS soma G 1.13�4,:: NO.& -�S, %LS, r T WASHER WING out WASHER a 121/2 O.0 TAPOOft ANCHONS D.C. 0 4 1/2* otc -.PC~ CONCRETE _rCURED CONCRETE OR CONCRETE BLOCK ON CONCRETE BLOCK REOUIRM "SOL11101:1) WALL VQjDNQ IMALIMON WALL UQUnIjQ I UATWIN REG" ANI MMANIEL SCU ALE 318*.1* SCALE 31ir-1" :8 Pig S kii 1611em;1*11b A Mels] [61;4:1 i4gslAffel"PCOU WIRs I -ij PAREMATE PUS - W/ WIND NOT WASHER 6 1". "at etDCK RVOURED WALL bMIA DISM.LATON SECIM SA f REGULAR PANEL SCALE SCE OW If & 20 IN AMONDIft TYPE A, N� Tom l __ _i�n pm,KNOWS 1/41, - SPACING FOR Intl INTO WOOD m mom vwxm 3 WAGON. MORAL ANCHOR SPAGINGS AND OPINION EWrAm ART wom"m ON m EDGE "amommPow OAJ 1 3'/2 SCOMAUC FOR E.D.I= TOM POICATITC, ON SOME INITIM ANCHOR SPACING 11V MLLTKYIMO SOMMIC 50,0104 ON ScHup" sm 0,4 19ML LIL aBBeBG maw w THE M"M mmm me Von 01141MA1ION To DE POSWNUL MM SPACING OWNED ung FACT011, SIT LESS THIN AOMM - = not EACH mom TYPE ON roe KNOW - - -1 1 1 3 MAIN ON PAMELMATE PWS III e_ 313r WING: WSHOT (NEVOND) BLOCK REOLOW WALL Woutm I ff"00 0 U SCALE 314r-I cn -cu > 0 0_ 0 0 a) 0- cu -0 0 O cn -t:� a) -0 0 0 C 0 ca. c 0 _0 U- 0 > E 2 c CG cu -0 40-2 .= -6su cf) 0_ < INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM 90939-9=- MUM F_-Z H" SMNLENJUJUM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1, E-2 "AM STORM PANEL SHOWN ON THIS PRODUCT CYALUAIION DOCUMENT (P1.D.) PAS SEEN VERIFIED MR COMPLIANCE IN ELI) MINIMUM EMISCOMINT OF TAPOON AMC"OQS AND PANELMOOTE FEMALE 0 & PAIMMATE ALUS INTO CONCRETE ACCORDANCE WITH THE 2020 (An EDITION) OF THE FLORIDA BUILDING ON. BLOCK SHALL K I t/4-. T-, -,T FOR A LORD SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE VjMft REMMV DESIGN WIND LOADS SMALL BE DETTRINNIED AS PER SECTION 1620 OF THE ARM MENT04ED CODE, -0 X 7/8 EQ) MMMLJM EANCOMINT OF 1/4 CALK-10 ANCHORS SMALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. tV THE CALr FOR A DIRECTIONAL" FACTOR Kd-0.85. USING ASCE 7-18 AND SHALL 1/4' #20 SS SIDEWALK SCATS USED 94ALL BE LONG ENIOUCO(SHOULD MY nw-4, MATERIAL EXISn TO DESIGN PRCSSM MATINITS INDICATED ON SHEETS 25 A 26, ENIGICE 3/4' INTO ANCHDRS. IN Dom TO VERIFY THE Asm , ULTIMATE OEM WIND UMLO$ DETERMINED PER ASCE 7-10 1/4-0 TAPCON 0 Up SO D.C. CO`WXnDN D.C. z SHALL BE FIRST REDUCED TO AS.C. DESIGN WIND LOADS BY MULnPLYNC THEM BY CA IN ORDER.TO 9,31 IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON "C DMM *ALL 13 42 /i, MON. HEADER HEADER TO COMPARE THESE W/ MAX. (ASO) DESIGN PRE59AM RATONGS INDICATED ON SHEETS 25 & 26 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AM STRUCTURE BEHIND RICH PANELS. ANCHORAGE - LAJ WAININ HIAM E. HEADER 2 Tj a SMALL BE AS MENVIONED IN 6.0 AND #4 11.2). 4 � �7 IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A NOWASE :!E c= 1/4* 1/2' 04 ALLOWABLE STRM FOR WIND LOOM WAS AM USED IN TO" ANALYSIS. FASTENERS SPARING TO WDOC, HAS BEEN C-) 1/4* 1/2. 71 DETERMINED IN ACCORON" WITH R.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOOOM ALL OF THE RECOMMENDATIONS AND SUMFCkTONS Of THE ANCHORS CZ 01- /4' C) mw., MOP. r , 2. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RMISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1620 Or MANUFACTURER. W2 WOW HEADER WOOD HEADER It ft SHALL BE THE RESPONSIBILITY OF THE CONTRACM TO VERIFY REQUIRED REQUIRED THE ABOVE MEPITIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT 0 2032. AS PROTOCOLS TAS-201, THE SOUNDNESS OF THE MCTURE WHERE SHLITIM 13 TO BE ATTACH TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED M CONCRETE. BLOCK CI GOT 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INS14M ON THE OUTSIDE OF THE OPDAWT ACCESSING tW OPENING FROM WE OR WOOD FRAME $1RDNIGS. � C"I GLJ G INSIDE W/O THE ME OF A LADDER OR Urf THIS APPLICATION IS YAW TOWN INSTALLATION IS INTENDED TO DE PERFORMED 12. THE MWALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SkffMR COMPONENT WOES WHICH REM04N IN CONTINUOUS I G : � a FROM TW INSIDE OF STRUCTURE CONTACT WITH THE BUUMNG 10 PRE" WIWD/RAIN INTRUSION. CAULK MO SEAL SHUTTER TRACKS ALL AROUND FULL CIO ! I I LENM. ou samAr ro as 3. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WAIDDINS WHEN INSTOLLAPON G REQUIRED 10 ME .42) :s "IAw cum V M_ PERFORMED FROM THE INSIDE or STRUCTURE, CLASS on sa"go" PANEL *w I" PAHR LENGTH IOcur IQ IS STORM PAWL INSTALLATION SHALL COMPLY WITTO SPECS INDICATED IN THIS OWING PLUS ANY BUILOWC AM Zoww (w INCLOW) "I* MOP, IS) I PANEL LENGTH JOPNPAAP (SEE NMI I BELOW) PAM LENGTH 4. SERIES 200D INSTALLATION REGULATIONS PROVIDED BY THE JURISDICTION 04M PERMIT IS APPLIED TO CIA (SEE AM I KIM am -_ \_ APPLICABLE 10 SINGLE AND DOUBLE HUNG 90 HORIZONTAL SLUM STYLE WIDOWS W FJ (SEE NOTE I ORM To IRANI M V m.. I - Z HANG STORM PANEL SYSTEM- IS PRITISR PENDRID. In GLASS INSTALLATION 6 REQUIRED To BE PERFORMED FROM THE INSIDE OF STRUICTIJIME. 14 AMN WINDOWS AND DOORS. INC- E Tax 20=" (M PANEL LOOM PANEL LENGTH to NO sm to)• SOMOALL fSEE NOTE ,BELOW) (SEE k'= I KWN) 21- ALL ALUMMJM EXTRUSIONS TO BE SM-16 ALLOY AND TOO". (UNLESS OTHERWISE MOITEW 15. (a) THIS PRODUCT rVAIAAI1ON DOCUMENT (PLED.) PREPARED BY THIS ENOftv IS CII AND DOES NOT PROVIDE St. SL 7/8"A 313r WTORMO,11014 FOR A SITE SPECIFIC PROJECT., Le. WHERE THE SITE CONDITIONS DE-AATE FROM THE P_f_D 3/32* C= TWA Rim No 6. ALL. ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-414 ALLOY. Rp r W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PUITCHIM AND INSTALLATION INCLUDING LIFE SAFETY OF . i 7. ALL STEEL. SHEET OCTAL PANELS SMALL HAVE STRUCTURAL OWITY STEEL. ASTU A-653 GRAM 30 IN.., GALAAMIZED STEEL THIS PRODUCT BASED ON 74S PEG. PROVIDED HE/SHE OM NOT DEw%ATE njowt TIE CONDITIONS DETAKED ON 4*0 T DESIGNATION WA- 583 kW (AFTEIR ROLLED). THIS DOCUMENT CONSTRUCTION SAM AT SrIt IS THE CONTRACTORS RESPOYSIBILIty, c O.c. W/I I AT IL ALL SCRIEWS TO BE STAMM STEEL 304 DR 316 POST SERIES OR CORROSION RESISTANT C00670 CARBON STEEL AS PER DIN THIS PRODUCT EMU0171014 DOCUMENT WILL BE CONISIDERED INIAUD OF VOWED. CL w 0 0, F PLATE 50018 W/ 50 UPI YIELD STRENGTH AND 90 W TENSILE STRENGTH & SmALL COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4 (d) 911 SPECIFIC PROJECTS SmAIL BE PREPARED By A FcORIOA REGSTEIRCID ENGINEER OR ARCHITECT WHICH wu 9. DOLTS TO BE AMU A-307 GALVAWED 1ITED. OR APSI 304 SERIES STAINLESS STEEL WITH 36 *c9i MINIMUM YIELD STRENGTH. R. "FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER G MCC* THE MEDWIVUEEMRARD AS A DELEGATED DOWER TO THE P.E.D. ENGOAM, SWOL. USE OF THE SUMMIT TO THOS LATTER THE SITE SPDDFIC DRAWINGS MR REVIEW, 10. ANCHORS TO WALL SHALL BE AS FOLLOWS, G 7r (A) TO EYISTYE INt' a)AS MANUFACTURED BY ITW. BULDEN, 09. (MN. re-31112 IOIL,.) RECORD THAT PRWARED M DA EIL _J 1/4- 0 9 718- CALK-01 ANCHORS, AS MANUFACTURED BY DEWALT INC.(MIN. VC-3000 V.Q A v/4o TAPcoN ANCHOR; 1Z., -S-S, us. W/ 10, STOW PANEL MANUFACTURM LABEL SMALL RE LOCATED ON A READILY VISIBLE LOCATION 47 STORM PANEL IN L. 014-10 PANDAUTE FDOU 10 PAWLMATE PLUS ANCHOM AS WNUFAC7URW BY ELCO CONSTRUCTION PRODUCTS 313r WM PUT 313r WIC IT/ ;=1 (f,1km P..J) NUT 'PT MIT, ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING COW ONE LABEL SHALL K PLACED MR EVERY OPENING. 0 12 sIr or WASHER & 12 t/2' D.C. OUT WASHIS (ft-10141) W04M (KY1110) LABOLIND TO COMPLY WITH SECTION 17011.9.2 OF THE FLORM BUU04 CODE. 1 4'11 TAPOON 0 f* OX. J/Iry 3/3r ROAD NUT 2,4' WOOD PLATE A-0 MINIMUM EMBEDMENT Of TAPCOk ANCHORS INTO POURED CONCRETE SHALL K 1 3/4- AND 2- FOR PANELMATE TwItEADED 1 2-0- WOOD PLAIX WASWER 0 5 1/4- D.C. 3/3r YANG MATT 0 v ox, CIC AT MkDWIM4 • (WIFONSI) BID) FEMALE 10 A PANELMATE PLUS. PLATE REQLWM REOLIPIED THRIADED OF "7*M IHNIAGEG 71pN AT VIDWIDTH MONISM 11000 PLATE A2) WOMAN DADEDWff OF 1/4'0 1 7/8' CALK -IN ANCHORS SHALLL K IS 7/9' INTO CONCRETE. NO EMBEDMENT INTO OF PLATE OF PLATE PLATE 114-10 AEpjREB .. .Y1 -'a ANY FINISH MATERIAL SKAILL BE PERMOTIM PLATE Q=00 PLATE 0 6 1)•WALL MOUN111HO NSTALLATM WIN TH v/4- P-20 SS SIDEWALK BOLTS USED SHALL BE LONG EwOUGH(SmDULD ANY reA$Oq MATERIAL EXIST) To ENGAGE 3/4' ENT A, 'MV*Zj7" W10 ANCHOIRS. m m i6F OF PLATE A? MIDWIDTH OF PLATE 4 WALL Mg EM MWALLATION VWI INSTALLAIM AW WALL MIMM" INSTAI OWN•WALE 3/8*-1* fl�MPANFL AS) IN CASE THAT PRECAST SOCIAL PRECAST CONCRETE PAWLS, OR PAVERS K FOUND ON ,HE EXISTING WALL OR � OF ALTERHATME JIM I Artam umnNQ INSTALLAnON FIDOR. AN04M SKALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE WIND SUCH PANELS. ANCHORAGE SK41L 1AIMPLmAn PORMEL EL SCALE 31r-I* ATMA4How ALTERNATNE MW BE AS MIENTINED IN A.I) AND IN &2). \)CEN4% SCALE 31V-I' WALE 3/8*- 1' UN&M-M TIL a LWE SAFETY PANEL No. 44167 ✓0 ILAR P (0) TO EXISTING CCMQtErE WOL'K JIIA-� BOBS : SCALE 3/8--1- WALE 3/8--1- N W-.'�\C-EN4 v FLANKER BULLRING CODE (Migh Velocity IOU Done zww)l CIL, FLORIDA BUILDING CODE (Wgh veloc"If HIM Gone Zen FLORIDA BUILDING CODE (High Valft"y Hurvicam ZOna I. MMALJA?WM ARE ONLY VALID FDA BUILDINGS WITH A.S.C. DESIGN LOAN 1/4' 0 TAPCON ANCHORS AS MANWACTLIRED BY I I* BULDEX. INC UP To S5_1k -72.0 PSF AND PANEL'S LOOM UP 70 V-Sr s a=" Owe ry- - 1/4' 0 X 7/8" CALK -ON ANCHORS, AS IMNUFACTURED BY DEWALT INC (r1500 p.s.1) 71.100, W_ %0,4 57 wm No 44167 20 OAGE GALVANIZED STEEL STORK PAWL 20 CAM GALVANIZED STEEL STORM PANEL Vp. 20 OAK CALVANMED STEEL STORM PANEL OWN W. #14-10 PANELMATE FEMALE 0 AND PANMMAYE PLUS ANCHIDRS, AS MANUFACTURED BY ELCO CONSTRUCTION 0110111, let 1. WALLATIONS ARE ONLY Ift" MR BUIUDOOM WITH A.S.0, DES" LOADS 3 - 40 I MR NEW WON FRAME CONSTRUCTION, 110000 MEMBERS TO BE SOUTHERN I TOO w PRODUCTS Cf'2071 p-s.1) PINE NM Z W/ SPECIFIC DENSITY OF 0.55 OR MAIL CLOUL PROTECTION UP To +55.5. -72.0 PSF AND PANEL'S LEAKT11I UP To W-S' GLOM PROTECTION GLOUL PROTECTION am am SAIL 5t sneen LLC. NAL PRODUCTS, &FOR We WOOD FRAME CONSTRUCTION: WOW MEMBERS TO K SOLIT)"N ATE 111PIEC0.01c. PRODUM am, ILIECO.mc PRODUM. Ut 111LIECOINIC. ON ILOt. 51 SMIT 40010 SLIL 51 low PINE MD. 2. W/ SPECIFIC DENSITY OF 0.55 OR EDUAL 00 ZSV A "It. FL MI 20-17671W 20-176 IT nwL FL =14 -176 ... ;� -4707 a Pe. =-wav, sm. mum mox%:k Fft "4)90-M 20 00.)�"44� W (0k)00 TWO am -INiNIW1901 NOW ft -.1 OR*" ft *A/MWWWE/DM PA. w-AL"JowkwAm a% sommoarls main 30 or u ow V OF Is COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-l) 22W 12.500- (EF__7 FECTIVE 14074- -7 .075* 24W 3.3w "4v CAST, MR. THICK H GAL'amm SIM am WARNED Typ- AM -633 + GRACE 90 MINIMUM MAIL + + C-60 Fz__ I NL ----------- A ------------ 411s `zs - STORM PANEL V M BC mEn w TRACK PANEL'S am UP .125" ryy ISQUIETIM VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PAWLS END UP W/ HEMMED EDGE (N.T.S) o I* TR= g 7 r 125' BOOST -TO Akmn. ALLOY 750 % FU IRWIN, itim NaTE OF SMP 3"x3!(IM&x,) ALUM, ANGLE11" LONG 6063-75 Alum. ALLOY ,2.591"- q_1 W` REVERSED "Ll" TRACK t 2"W(Max.) AWW. ANGLE 60 %'1' (NMM �AW f SR 0101% STE FIDIE L & 4 "0 900111) PANELS W 9 SEE MOTE 4 BELOW r- MR CONCRETE MCHM' I SEE, ,JATQ K INSTALLED AT LOCH TYPICAL ELEVATION FOR SERIM • SAYS C-2 HANG STORM PAN RM HE M PIM OF STILICTURE. -A r-1/41, Mon. GAP Gr (r-ow/ Ce "&o SWWA; (1). 2EnMDQjLQf_2CK5_=: E - Z "" STORM PANEL SYSTEM CONSISTING or PANEL Cont. TRACKS TOP A BOTTOM, (2) (ED PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHEIIINTSE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS. CRUST OF C7 Mftn� 116ANISCREW LF 32 7WII��M 4YOSP-ISNALL C VF�;L BE A EM41N OF TWO WERIOR FLAT FLANGES OF DO KV41L (4). IN CASE THAT END PANELS ARE NOT CONNECTED 70 BOTTOM TRICK ( A STOP DAN IS ONLY USED PANELS SMALL K CONNECTED TO BOTTOM TRACK USING SPECS AT TOP T(*30) ABOVE IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (S) SEE SECTION 1% 3' & 4- ON SILT, 24. SEE ANCHOR SCHEDULE ON SHEET 25. 3- M_ 2724 SP V/24 NEE man i iGawp. . T f3- . cm sofn" GOT 94M 2111- $MS, p bc" no or 4D 4 IT v SEE 4 SEE NOTc ft R-T 1114 Z L. qT _111-1 PONEINAM! CT*) I Iff At LONG PAHElS IV TO SE INSTALLED AT EWA a.-LPALMANS BE =4CED W TYPICAL ELEVATION FOR 1000 To FACILIM A4 7MMMETO K INSTALLED FROM -4 IURL E-Z HANG STORM PANEL Solu Aw. I- w 1A4- Ok. GAP• SECTION 0- MINE 3/w - I* (1). DEFIOUTION 91 SFROrt IfflDi E - Z HANG STOW PANEL SYSTEM CONSISTING OF PANEL + VTRACKS AT TOP A PANQJdAn PLUS OR 15' LONG y BOTTOM W/ PAN11MOLTM (2). END PANELS SHALL ALWAYS BE CONNECTEDWALL BY MEANS Of PN*LM47ES OR. OF USED L 0 EIG PANELS .V.- r- 7-11'/ Mhl DESCF40ED ON (3) ow). (3). FOR CASES WHEN END PANELS ARE USE JOINTLY AT w BAR DO PAWLS ARE NOT CONNECTED 1. Mom BUT PROIAOED AT TOP OF SUCH PANELS. (4). :=ALLAr4MS "ON END PANELS AND SOW INTERIOR PANELS AM DIRECTLY TO EXISTING SRI WALL ONE INTERIOR PANEL MAY BE =wr= �AT ETOTYCM TRACK TO WALL TWO SHOWN ON UVATION A a III t3 14- No ECCECRSY ---- -u rW NOT WED To SZ INSTALLED SUCH THAT ADJACEW PANELS 1.IRE LEFT & RIGHT SIDE OF PANEL) HAVE THEN OVERLAPS RETAINED By mm ow op.cnm mcmm cm smu_�\ ow av IOU SONEIIIA1 DO ow MR UP,26 113100'e" 10 MASIL 4- INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE QR CONCRETE BLOCK moan @4 am � F5 mle" TI GN xHmNO H6 oN sect OR) GO AM 361 VIAI I fi&vIbm&mmft Ififit-IrT .-P-MING/4- w1m,"Imic"t (A Mo 0) ' I0 am stw&� gump--=qmmma#m ow, SWALE 3/6M-1*SCALE 3/8-1, % V"A 4 -1 OF Pon OF LM %1Fee LIT OPPTIPM MnMIDA BURRING CODE M Ml"UCAON NSWURM STATE OF "M &a= w- 20 GAGE GALVAINZED STEEI - .0 _0 DUAR. 1 17. on M..x P.. S� Fum- SCALE- Ilr . I' y" GO, cn ANNNINNO *--a C/) cu 0 L- M.P. 0 CIO 0 L_ cf) cu m w _j SHEET NO. SH 1.2 i I . IMITMW A.S.D. 1FY: p■L YIP. pmvDi (SEE 10 OIA39 �" CONWnON EiC7q/dm .64.a -753 70' OR LESS 1 6/+r 8o1 LED • 1, Y. PTA, 2'*! 31 .06.0. -73.3 m• OR LESS 2 7Jr BOLTED • a- t s- • F ! •-29q/�SPSNELM.S a "UNIT AT OVEAAP a 4QX OF PANEL LENGTH AS.O�I MOAN Mons AV,CIN9 FOR E. a . 1 1/2• "• APRLICMg! TO xcnm III AM Co1IGMMN R UNION MAXIMUM PAr6 LDOM 'L' (N) PRESSURE RATINM rl. 1Aroa11 CNX-RI MIDMAR novel 0 ANEUAOE PLUM m CONC ETE m WK'NOE /0 coI1Q�( m OIFIOIETC 12' N/A 12• N/A 12• N/A 12• N/A V k 2' (TOP) If' 3'• t0' 3' S' {' S' 4' I• wnm) 2000 12' 3• 12• 5' 6• r B• r t (BD,TOA) t. 86.0, -75.3 N/A N/A N/A N/A N/A N/A t2 1/2' It- 2• (BOTTOM) 70. OR LESS 7- N/A 6 1/2' N/A 4 1/2' N/A 4 1/2' N/A J' (TOP) 12• N/A 12' N/A 9 1/2' N/A 9 1/2- N/A 3• (BOTTOM) 12' N/A 12' N/A 12' MIA 12' NJA 4' (TOP) 12' 9 7/2' 12' 11' 12• W 4• (BOTTOM) t CHI= TO NCO P.aJ. AS.D. DESIGN PRESSURE RATING. S TEE BEET 26 FOR ANCHORS TYPE k SPVCM FOR I/MCII/4MM NTo WOO nwx BW.M V*W M ANCHR $AMENDS AND M2MlM CM 1tWMa AN NCCXM ON THIS 11004MAL FOR Co UM THAN ODIOflD ON SOOMIK E ImUCE ANCHOR SPACING W YUL710.YAN 91•ACOG SHOW DII fb®tAE 9Y THE FOLLOMMO FACIRMS, FOR INS O pomr4N m SE P06l9LL, REDM S7ACAS OWAOM USM FACTOR SIOLL NOT K LEIS D" N•M■M SPACING OWATED FOR OOH ANCHOR TYPE AT ANCIORS LEOLfND now I'm TAow '"M1 rA 00.0 IRVM 9R) a 3 ] 2 1/2 4AMa•Y1NM OMr.Y QA3 M",'"'') oww Rir4 0•) 3 a a a 3 3 ,/2 3 1/2 =a CA SOW mmmiR 01011 21/r r Im - IA4 r a I LAID - UO i + REOU tES YM. DISTANCE BETWEEN BOTTOM OF PANEL I AND (1) TO BE: 1/2• . 1 1 •}+ RiDLOEB WA. OgTANCE BETWEEN BOTTOM OF PANEL I AND ® To 9C 3/fr 3/,9• Mr,. COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM (SCALE 1/2-17 PANEL SYSTEMS -1S.1W (TOTAL WOTN).- r,-35D• _. i'NEM a 11.So0' (F7FECTWE WIOTN)-- ---- .._. 193• ,--t SRO'---A.350• 11.SOD' 7.250' )Or L 1,024MA2m S a 3.3>s - ., 2'' . s mlo an a 12 tBB'-+• 10 -- „YW K aWa1sE9I , -, EOOE --DIME A ADM Ati33 TYP. wm soPM•+1� 0-M+ WLv, SB 2. .OD4' iOBE� 2.t,T5• --T7I -. _. i `--$ 1 .OBI• I -125• I _ i t350' O STORM PANEL r--1.360'-- oETAa AJ_ 1_1._. _. .37r PAELS GALL BE ,rwxm ANLYa FNOY LEFT TO RIGHT r/ 1/r LOG A ENO AT LEFT SIDE OF PANEL _ -- 2,307•- .-; 2O 'H" HEADER or TRACK f�4 /il M WITH STUD PANEL Is ENO LP // ; ' W/ h AVM FDOE i0 OS` ` TYP TOP DGE 1 �rOF RNu' W.YN62ED STEEL • PANEL - -.•625 - Y �1i.23o''`r.'•-- 1407' W.625• as75 G250`0 L_ __i x 2w' - L,I 644C YIEM/ DETAIL A �T 7-� i00' W2m '. �,' wrEl © OR ' 1 ROUNDED CORNIER O ENDS OF PANEL'S END UP W/ Wmmm EDGE. N . AM, ,On. {jy`I t._._ `a/•625,mormw 3.770• .oT2• 2.J79• --•-- (N.T.S) 3 S00 (--- .091• (ivv )).- > HD'WASHERor O 3f�-MI54 ALUM. ALLOY .3L © KEY HOLE AT PINE.PINE.A l PANEL- 1 ' 7 124• - ,750• -. • SEE SEE 6 FOR ADDITIONAL .513' LAWATOW IT SLEEVE UDsm is I : :�,• O SLEEVE T 1 /B' f I I. -. ',5' MAX, 1 tY/STY IOLX _ 12s f ) L_ w sm rae IIR1XAlILRIS NMm A 12a•-- W00D SIR,ICIYRES -2.0,40•-._._- "N' 2.m. O --i t..t te' I o50'r 'U' Tom• (TYP,)' 2.000 a aeo+-I �7so- 0 REV. HEADER HEADER O - -J _� �.A ��ryL2q� ® SL M■ti 1 " MAX s --,• MIN. TO 3- MO,.- @ e�I.E 2.OD0-- -' "J, J 37{ !i,' .606• 1.e7f' LENGTH 1 --- ).am• eosT-n ALo7 - - �' "'+i .470• 275• -i�- yip A. 7� �•,.••"""•••.,• d , JCEN4 •� •� - s No.44167 t t Tg= 1© (1 1/4" WIDE) (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) 6063-TO ALUM. ALLOY FLORIDA BUILDING CODE Non i h VelocityNurricom Zorr EooD• � P t, t 125' BeD• M •L'D' E._-----L"-..1 . m A16A Na IT- 24 GAGE GALVARM STEEL STORM STEEL PANULN T, _.! �• _ -- ,.20,' ON 17 SO SECTIONS STATE OF 41. - -- W. _ L 1 L E C O lue. �T/2]f262o PROTECTIoN Paooucis, U.C.LLc. M • i •sm a.E s, sAMT TMAIF 7L =14 1® @�y1�L�D�-O�UyT��"�F" ®4 BUILD-OLIT "F" TRACK 1 b t S�1 T6EAcucREe WINLiNUT / 1 / �• R # Yr#,M•41A '�1° �+kk•+ ' W GA R rAA"ir 2G-175 « -m, _ M,a` t+14)r.,7Na N+k DN+>a MARTIN Mw Jmlt (ZAMAC 3 ALLOY) Pt iAJlrAOM[/MTt mi M, P.E. NOI Za0 CONCRETE ANCHORS (SEE SCHEDULE Ofr SHEETS 9 THOUGH 10F., DNgiE1E REOIAR� EXISTING POUM CONCRETE usanw u1oM L t' MIn. 1 PANEL LENGTH (SEE SCHEDULE W SHORT 3) lJ 55mOF 11 Q(y�j MAX IZ /Z• ac. i \4\\ OF WALL OR SLAB RE,OIXRED 3I4, ��.. (ALT. CONCRETE ANCa q (SEE smmt IE ON --_ED. �-'-- SHEETS 9 THROUGH f0) - CE3LING Ajj Hr MOUNTING srJUE 3/e-+• CONCRETE ANCHORS (SEE SC,IFDWE ON Y _. SNEERS 9 THROUGH 10), , Lb TERNATE CONCRETE AN ANCMORS LOCATION SEE smame W SHEETS 9 THROUGH 10) '.,A ALTERNATE LEG 4WI,• Ala sMIWR ,w i r+••---t--,N-;. - ---iUt rNODI IeK a6rr a J _ ,O MAW {SEE SCHEDULE W AY CONCIEfE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUOI 10) EX�h� POUR --OE E REQUIRED RED!UN SECTION 5 SCALE 3/3-1- TING FOR COMBI LADON OF lCCT=: E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP At BOTTOM MOUNTINGS CAN BE SHEETS 9 # 1D) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING 00 p01//CRFTTE BLOCK ... REOAED. co"CREIE ANGgRS *fi f (SEE SCHEDULE SHEETS 9 711ROLIGI/ 1 j I j j • S Ip aG - New •Sus �f 1� iJi if,✓`J� I PANEEL LOOM (SEE SCHEDULE SEPARATION TO PASS. ON SHEETS I Au�iDL#tiAw (EE ( SE 3 I s/A•2a+• 9 k 10 F 1 i - SPACER him SPAR 1 ,BON ae, 7-n PANEL LENGTH 1 I I _ -I OWN SHEET 3) OAL •I _.. ' _. ' SCHEIKILE 1 I � � Y. I FACER I I _ _ _ 1 ED %/f tENGT. H aa,,,Ea,�KVO BWa 1 C- r • 4 1/r oc. ' CONCRETE ANCHORS � T (SEE SCHEDULE ON SHEETS 9 11ROUON ,O) Np 72 I/B• NANO MAX. ALSPACERS O 61j/�A' O.G VAUD FOR ALL DESIGN LOAM ANQ PANEL EXISTING LENGTHS PER SIFTER 3. tONCRETE BLOCKCONCRETE,- REOLOW, +• Mo LOW ALW9ATIA SPACERS t2 1/2. O.C, (SEE TABLE /, W SHEETS 9 a 10.) WALL MOUNTING jD1 N! W/SPACERS OR SCALE 3/s-,• INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL ail INTO EXISTING WOOD STRUCTURES ,/4". LAC SCREWS M I'" W/ - , I/z• MM 1,IRD0[D M•elTaA1KN -'•-_ ; 1/4'A LAG $CMWS • 4' O.C. W/ -"x' m EOS,Wo 1POo0 HGOE11. -i ( 2 New 00� 1/4'• tA6 SCRUMS . r O.C. W/ I/Y Mh TINIMAOED REMETUTION i TxMtINa MDDa LEADER. I FAT OR O. Em 1 1/2' W THREADW PENEETR41M t Can,. IN S { 9 To " MA3 WOOD ,EAOM ' � tl • FA kW/ oFQ , 5 `=-.may/ 1/sY. . Y.S. 6�W7�lY INC • G [ND Di Q % fy �• i , ((//��•--• a 1 tX* 1 Al SY.B. i� LAG scALws • a• o.c. W 1 -i 14Y- yO�}) ss z T,pEAOEp PENC1RitilON !'t 4' , • u 1 Mh. fA END (m DETAIL 1/2 A i. I L_. - �_-. YS. FII 7� P.a/37' m Q,STNG WOOF ,TAROT. Q I to BEI.OP7 ) -NOR of CVFw (TYW) (SITE DETAIL 1/24 A _I • CeM LI NAen. POP RAtW F1Ml' LMs. ! 1�j[ IA Rrew� RnIM aF Exm ® • EA Fla of- 7l S I 1 E e I -haw T I'm A BµELO.I � T- � I - 1 '- I ,wuDa IEAoeR AE0Ur2D 2 0/u• I%, / Y' Ii N.. I S t) N,(J♦••-�H' 4Y/wBA�. 3/ 2 9 CLAWi N' L D1/6S t Tk /a Y ,]" OrCOT •' J7/6 ro NXwss. � Wy f MUr I i EVEN OVERLAP A N 1//N''PP�•-a,3��AS4aW/N' - TO LY.KY� j tf/�P•,I!�3fh3_/-i' C: ,uy ,�(/ 1 .. 3 9/4R416'M - WINK ll,iT • WINO N� g TO OASIS EVERY OVERLAP i rWY OAXAP El� gR2NS Y � � d � • 8 e y fW r ( " i , 4••-2t1ba/A• MS � x S 3 CAW - 7/ /3T 3 NUT • Ms, /'.•T� -• i� 1 .`• RA1BiMATE FEMME D B i 1 /i•F'-- 4w t3 l 4* Us, RNV D HATE RIMS w/ NOT / /B / 1A BElD11') I I REIETRAMTNk,1 1 D.0 4a/32 �MaA: , li-. f gi _ NVI DR 4 /4. 1/4'E LOU SCREWS • r OL W/ -3Ar. t21 h•F W t/NY- .- M.8 IF/ 25'� t 250 1 , 4H. 1,MI10[D FYNEIMMMN • w000 hA T rM ` 1 NOE IA r'LOaf) y O MANE A4 SEINES 700o OR fI lhm PA/E1AMTE PLAYS WJ TUT lW 0!i EoOF •"' + 4 4-ROTC IA E4d) I'•} If 6 f//AY-2paa�4 MS W/ 7/6.4.3/32' 7PLALTR4IRN • ,1 • ,"TUG MIT f IY OC IWOi J44 LAG SCREWS • 6. OC w/ ,/4Y Lm sGADr3 • r aC M/ MM. a)7 2'Pa' �- wi, + IJ7• Yin. „MUIaD PDfTRAT1oN Y,rt fT Y ' +/3' Kn 1,WFABEO RENF]IUTON YIoOD hAR RB6Mw[B 7qA - a N0M0n, OF PLATE TUT DP ON EDGE' ,�TERNATIVE 2"W MM, 2'A4- MO M Ddt ON EDGE SCALE 1/4-.1- �1 PU7E REOUMRB TAT ALTERNATR/E 1'•W `'But SCALE 1/4'.1• ' ELDER TO 21� ALT 4INSTALLAT1iulF I, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH ASO. OESXW LOADS -�-�` L4MNN SCALE 114•-t- UP 70 .66.0, -70.3 00 AND PAWLS LENGTH OTH LOP 5-10" " Y�LTFRNAiIYE 3 FW 2 FOR NEW *DOD FRAME CONSTRJIl"I WOOD MEMBERS TO K SOUmERNE•P;,) T;!•[IT J<, SCAT 1/4•. +' PPE Na. 2. W/ SPECIIC DEMSDY OF o35 OR EQUAL -- � . : ✓,y43� F : VC • FLORIDA BUILDING CODE ("lith velocity Hurrlcone Zons 3 : N0. 4 Te MMa "I"m •Ic 20 GAGE GALVANIZED STEEL STORM PANEL rP W SFE 1LPFDMIDA .tl0 REOLI,RFMOf15 iM WUI ® AT TpP AS �, •,,. � WTLL AS RMEWT:OfIECT,O,N m 1RACK5 ® OR(p nT WOTOM, BLSED 1� i ,000 oR 3060 I,ASMLIAION TYPE IN SSAMEEETT 37 STAT OF PNJ2■JLmo - .R.RI� PF n f(Q 0► 1I. E Cr O IERc. GIMBAL PROTEC110N1 PRODUCTS, LLC. am Gywnww ... n'•. CC-- NAFS •'••••• V` �' fr, M. # 4•.lai R Y MIRK: (tib4OH■I-T•14. FACCON Aff CIVIL •ER6.TF®-M1a1 20-176 TOP ! BOTTOM CAN �MU,S1�N ••�� mmev 05 % COMMED N ANF .:.. am o•.IUP. s , am n•_IY, WAIT m sUT ANe •NSMLu7roN. WENT. 1 4 t• A - AN/IIN N bw +•'w OIM•RO NO, ,0R - SFa77fEA TAROKS NIT S,aMN F(RI CIARIT9 PE R WW,1A A�MLf71X., Pt. 1 091T r a b 2/4 11 /4. 3/4. 4/5, 5 6/5 lum SINOE_e PANES LENGTH "L" SCHEDULE ONLY FOR REOULILR STORM Vi 21Y/6. 3W/7 t t 4W/7 AMG"G"S (SEE SCHEDULE W 5 INSTALLATION!INTO POURED CONCRETE. CONCRETE BLDCK k WOOD (tj 3' MIDI -- --- SHEETS a to 411) - ----------------- 3 MAX - PANELS CI) OMMU� 1LLE k M M AT TOP OR BOTTOM END WITH TRACIM a)- W'i_ 1) t.� � D.M.,02 fl_4• WITH TRACKS OR n W DIRECT MOUNTED AT EACH F_NDO F' T l -- ., -" r I- -1'- "l -- T--' t- 1 - ? `r r ? r'1- ?' T" I- T - T -r `i" T MAXIMUM PANEL LENGTH L+' OR "L-" (ft.) D MAXIMUM ASD. DESIGN Pftemm SamI6TA1A1DNS CONCRETE k WOOD t Lao IY-•D' 1?=0' 210 rY-0' 1/•-B• Sao II' -a• 7r-9' AO /B=rO• to'o• 4aa9-�- 41t, D=S' r-1. aao o•-r• r-4• ss.o s -7- r-o' Bao a-r r-r-r no 0, r-4' r-D• 70.0 r-r 710 T-S• 6•-TO• eao 71-1• r-7' no r-o• r-a• 90.0 w9• r-r logo 6'-S' a'-1 / • fast, 01-3 51-91 /Tao I ra0 Ils.s s=a' MAXIMUM PANEL LENGTH L+" OR L-" (ft.) D AIA101tM NSA. PRESSURE RATING CONCRETE k tW700 NSTALATION9 t Tao rs•-4• r3 -r 210 11 =t0• 11-r 510 II•-e• ro•-r Mo NO=1o' I=9' •ao 410 I'-T 6•-r sao e'-7• o•-r Sao S'-r 71-91 Pao I'-0' 7' S• Mao r-a• r-t• 70.0 71-3• 6'-11• 710 7'-1• r-S• Bao r-0 e-s' Sao MO S=9- e•-I, 96.0 B•-7• s'-fir raao sa s•-r IO&0 6'-i' 5•-41 110.0 ns.o I44 .•-a• MINIMUM SEP RATION TO CUSS SCHEDULE LNAX•dM PAM LFN6T/N WOO SPEED 4 170 m.P,A WIND SPEED > ITO ,nti aR7 L##tMTRAOEO 11Ei1RNNED L►oESTavfEn RESTRWNED 30 OR Last' ,• 6• 6 1Ja >3310 so 1• ,• 7 1/2' 7 1/2• >90 t0 14S 1' i' 7 t/2• 7 1/2• LMMIML1M PANEL LENGTH Anil FOR • GIVEN MOUNTING CONDITION -. TOP DIRECT MOUNT 1. HEADER V HEADS+ I.s�s• A14D(E r TRACKBOTTOM r»lot'�`t ?- iRApT - DMECT IIOLIR N' 32' ]t• JS' SS' SO' SO• 4 1-S'X1.5• STYE ANGLE 35• 32• 32' 32' 42' 6 'Y' TRACK ss• 32' 32• 42• 67• 1 W 50• 32• 1. 3r 10' s6' S6' 1 sD' 32' 32" Je' 60 Sr SO' 71 _.. ILINBDUED PANELS :.; I BOLTED PANELS w/ jg4•-2O (SEEAR SECTIONS As .i I -- (SE MSEC'� AS Al"XABLEOVERLAP D.M.. 3O.®, -_ --I- -11 .-.. -. - --- - - - - - - - -- O O 0 ®Or® " 3 MAX- '3'W11M _ 1 MIN.1 /4. 3/4. 4/5. 5/5 ---2�4-MCHO1S (SEE SCHEDULE ON SHEETS 9. 10 &Tl}/7 t 4W/7 1 W S. 2W/6, 3W REGULAR STORM PANEL (f) ELEVATION EMr N.T.S. 1/A' Ye aW ....., (MN OVERLAP -1 "HOLE tA"m I(- ' GAP SECTION A -A 1 N.T.S. IIINE91 (1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A OVER P09DM A". OFSIN LOAD. L MAX UREALI MWIE PANEL UMM FOR A ONE" NEGATIVE A.SDESIGND. DON LOAD. (2) PROCEDTO DETERMINE MAXIWM RNNEL LEMON: OMEN A POSITIVE NSA. OEM LOAD. OMMARE MAXIMUM PANEL Loam •L.' FROM SON WEN A REDIC E A.U. DESIGN LOAD. DEMURE MAXIMUM PANEL LE219TH 'L-" FROM SO FINAL MAXIMUM ALLOOMMILE PANEL IEMOTH O EQUAL TO THE M" DEIOBMID PANEL L SEPIIM 1,.• AND 1=. (3) SEE Sq EDU11 FROWN FOR MN. PANEL LOON FOR POROSITY QUINSICATON. ' SISTN1ATg1E RITO r000 ARE IIIWIm l0 : 95 0.41 MAX ASQ OEaIOI PRESSURE RATING 9. /0 a 11 FOR MAX. "a. DGWW LOAM a MAX. FANEL LENGTHS IN T e3A`tRS '' FLORIDA BUILDING CODE Non ft9h Voloclity Nu cons Zone) * .44167 .Wr• 7W'BGO 'c' 24 GAGE GALVANIZED STEEL STORM PANEL a AFJ,'r PROTECTION PRODUCTS. tLC. °'mfrM axe TATEI)F * IL ECOE«6. _ ORIOA P'�� �yj Nso6 u s, sTRa+ 20-175 AFT•.. Ml " 6 •,• • _�'•• _ _ ._ _ -_ ._ Da.RM ,VIP INSTALLATION DUAILS FOR REGULAR PANEL (1 INTO WOOD STRUCTURES _ r !II'I wsEP CLAM I, SEE SCHEDULE ON - f/♦-.-19,1. {SEE SCHEDULE .. 1 I��j.!!.JJTr,• ..O s9„1WX HFA9 I W SEEr 3) 1 -1 eL9nn w I'. SHEET I1) R 'wRi UMN van71 EXIST-i -_ ._ __..--) PANEL LENGTH TH HOOD HFJIDEIM Na00 ANCHORS _.1PC`�` I •. ._ I I i-_. SHEETREWIRED li (SEE SCNEOLAs ON = ON r - vet1/AI4T. SITTER 11) U' I sUR A I I• 1 1 or -- WOOD HEADER2 i I YIN[. EO I REOUF40 , ' • :Min ._.. - __-_ i I I Eol 1 O I L - T I 1' MAIL L01/0 MLUWNUM SPACERS O 12 1/2' "- I I� I I �• O.C- (SEE TABLE II W SHEET 11.) ( J SEE NOTE " 9E10W FORLMRAtgNS FOR 'V ', ARA WX. I 1 1/2• LOUD AEEYES. SEPARATION , 1• I , GLASS. PANEL LENGTH PANEL LENGTH 1 I (SE SCHEDULE! (SEE SCHEME1 I j (SCE SCHEDULE - DIN SHEET 3) I { 7 _PANEL MATE FEMALE ID OR PANEL MATE ON BEET 3) 4_2. ON SHEET 3) N, -. 1 _ _ 1 T 1p^•-mn• PLUS (SEE SGHEDtAE ON BEET 11) YIN. ARIALTION EXISTING 2".4* WOW _0 GLASS .-1 ♦_.__. i CRASS--1 SEE SCNIEDULE. 1 r�� PLATE REDUCED I� -LJ sN SHEET 3) I DIRECT MOUNT W/ SPACER 10 ALTERNATIVEE 1 I v SCOT 1_. - 1 •�t_2' T/2" O.C. SEE TABLE /t ON SHEET 11 FOR MAX. PANEL LENGTHS k E _ . 1 MAX A3 0 OESN7, LOADS FOR 1165 UNSTALLAtttrN E 1 OF 1' to �.. I ( _ MAX. T 1 t '. O 12 1/2. O.G� ' I WOOD ANCHORS* Tk tom: R \ ... i S TAGSEE EREDDW/ TD USPAOR M MO r I Ifr LOWW: ON __ '-T SHEET /1) (1) NUMLLA ON E LOU m A OK 9FOW MIDRKW WIN 15-0- iI i 2'X4' WOOD 71TLI1>g: WX MOa ROW NBA/ THIN O A I MW" M FRO MY PATE REOIARE3 `� -ROOD ANCN011S 1• WL SWANIM TO QLAr NO WELT T"K{• wooD eLkSRM "MIT gA1R0R0.Y ■0IM11Ft ON MIaT /1). �__.J �- I STAOGEREA w/ T1a ON WAY 3 Yp E R®M9D m 1/0 m - ! - PATE REOUNED GO AMPM GOW IM COMOMO 24 p,FF� MAE FO ME 0 ON PYM) I.� 7 (SEE 9014MLE ON LOW AM t1E Po OOM nowrOF,M AN RMm WUi 9t%L BE iRY:m W111RAM AT $ ,J4' as 11 a01HLD Welt (BAR E A IOrC11pM FWY 14 1 • O.C, 3PA04 dMDMEa W SHEET ) n . (1) WXWAN AND CUM rRARUK >rm RLIMIR E -ft-0 Pi(>) HAIL N rK MI6 LENOM O WR9 m M Al AIR crawl FROM uRODR MHa LLNCHs ALaRFD a W AMRMNM E191M MI6 LOOM N WA 1 MOAN am Ill. n• Shca Jld1t] _iRHATM 1LiL6..iYUNT WALL MOUNTING (a) stmem 1Vi RMGIUA1oN E MLY ` NA SHILL, K A9 •e IM ON Mo m 10211" MOOD MOVE WAIL SCALE 3/6-1• S 11sIw •EWEYaW W 1 1f2• I= WMM N 10 OLT ALTERNATIVE 1 W WAR FOR W110 22 M 1. 1 AND a ," QAOIR®W 1E1Y $'JAPE 3/6-1' TO Ma■IA7RN ,Yllo ONLY 1011 WAD 64e0.19 OWE. ,Wp T1[ 90a (1M EST1+ol0 OF M FIAMM ZW= 1, 2 • 3 FOE ADM IT `I '�CENs''•. lfIIffS: 3L FLORIDA BUILDING CODE Non High VNoe Nur7to•ne Zonal NOTE FOR COMBINATION OF 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.O. z No, 44167 Om WOOD. ra 24 GLACE GALVANRED STEEL STORY PANEL rJ" ING DESIGN PRESSURE RAT(p.s.f) AND PANEL LENGTHS s * : * : * - aYw s+: TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 EXCEPT FOR ( COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) i�fi:. STATE0. IL ECOIRO. PROTECTION PRODUCTS. ULQ r TAR: NSTAUATION: 0. •• ORIO a .sr So. 61 sww 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 40-10 As. a r 4AFrr n SHr MAW. FL 3S3M 20-175 MENDERS TO BE SOUTHERN PALE No 2. W SPECIFIC PS%,.'...••l1 +P••' Itw ��� •n-Iw PRar: da4Mw-Tea, TINS 192NIw►-m7 / DENSITY OF 0.55 OR EOUAL. qyp Te u-0aon19 �An wW r Fww.a r OwMFO r MA w X. P.E VATEO 44t WB7 i a is GENERAL NOTES NMNn Ter ■r s lr�v a 3 2WIM MIBW 11WHi1-•4 (C) IO_:YIsnAY: MrOnn�frvm cRAATY. G D,?<c ITN-r t. Y10RA1 PANEL SHOWN ON THIS PRopt EVALLM110N DOCUMENT (PLO.) HAS TEEN VERIPED FOR COMPLIANCE A ACCORDANCE - 1/4"• TAPCON ANCHORS, AS WMaa'ACIURED BY I.T.W. BUTDEX, INC Wi THE 20M (TA EDITION) O THE Fli BLMDW COO. THIS STORM PANEL 94ALL NOT BE INSTALLED AT HIGH - /14-10 PA 0.10i FEAM 1 ID ND PANO.MAIE PLUS ANG10R5, AS MANIFACNR[D BY E1C0 EAlIS7RJCTgN PNODl1CIS. VELOCITY HURRICANE ZONES (MAMA-MDE / BROWAND COUNM). - I/4'0 LAG SCREWS PER NA.S A WRD DESIGN LOAM SHALL BE DETERMINED AS PER SEC1gN 16DG OF THE ABOVE MENTID COOE. FOR SAW 14INp -7 }•.. In 6 S 8• FLOOD BIASIMMG. AS 01STRI8 ED BY ALL P(Of4t SCREW. BOLT k SPECIALTY CO. F A F BY STORM P HIL BE INSTALLED AM OR OPECtgNNM ACTOR SPEE90 AS REQUIRED 11E AURSDICtION WHERE PANEL 90-0. [ 7-16 AN MAXIMUM SD- DESIGN PRESSURE RATINGS INDICATED ON SMEEFS BS l4XVC, A9 E D SHALL NO EXCEED THE )DES G 1 MINIMUM T1011 INTO WOOD T t t 2• ' F PAN (A TIIRFIIDEO PENEOA 02' APCO! ANCIIORS STALL 8E AND 1 OR ELCO EUM1E PLUS , I 1 E 9 D 2 e 7, t AND PANEtANE FEMALE D M T P 7-i BE FIRST ORDER M VENR1' ME ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCU 6 SMALL R REDUCED TO AS.O. DESON PRESSURE RATING BY MULTIPLYING. THEM BY O.6 N ORDER TO COMPARE THESE r/ MAX (AS DJ CI) MINIMUM itHR[ADtO PENETRATION of LAG SCREW. INTO THE W000 FRAME MIND SHALL BE I 1/2' NO THREADEp DESIGN PRESSURE RATNCS 10ICATED ON SHEETS 1 9 THRu 12 d 17. 18. PENETRATION INTO STUCCO SHALL RE CONSIDERED AS PANT OF THE REOURKD THREADED PENETRATION. N ORDER TO VERIFY THAT ANCHORS ON THIS PLO, AS RESEED WERE NOT OVER STRESSED, A 33% INCREASE N ALLOWABLE StRFSS FOR WIND LOADS WAS LSI USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DEtE'W WW N C.3) MNMUM EDGE DISTANCE OF HAG SCREWS. INTO WOOD SHALL. BE AS NNMATED N THIS omwXNG ACCORDANCE WITH N.O.S. 21DIB. STOW PANEL'S ADEQUACY FOR IMPACT ANO WIND RESISTANCE HAS BEEN vaorIED IN ACCORDANCE WITH SECTION IWO, 1.2 OF CA) MINIMUM PE]ETRATON OF WOOD BUSHING SHALL BE 3/e". 1/4' 0-20 SCREWS USED SHALL K / 11r LONG MINIMUM T{ ABOVE MENTIONED COX AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS E01114.01-01 AND #021902-09, AS SHOULD STUCCO EXIST. , A1' WAMUN FOR WALLS WITH NO STUCCO. FLORIDA REPORTf AS PER 1A5-201 AND 7AS 203 PROTOCOL$.100 CALCULATIONS PERFORMEDDIjN ACCORDANCE W/ SN ECTIOSOUTH AND THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO ON WOW BOARDS BE FOUND ON THE amw. FLORIDA BUILDING CODE WALL. ANCHORS SMALLNG BO LOW ENOUGH TO REACH THE MAN STRULYt1RE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C 1), C2) a C.4) 2 ALL ALUMINUM EXTRUSIONS 70 BE 8063-78 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (a) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS, A40 SPECIFICATIONS OF THE ANCHOR'S AANUFACTOWR. 3. ML ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE ILOS-HIS ALLOY. 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 04STXLATON DETAILS &&OWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL NAPE STRUCTURAL QUALITY SfFE1. ASTN A-653 GRADE 60 YNDMUY. G-60 CAL. THROUGH 5) FACI7'T THAT NFJpER9®d®ARL SNNO1 BE USED, SIFILL GEMINATION W/FY- 922 kaI (AFTER ROl1ED). 9. R SUHML 9E TE AESPO/IS9NTY D< TIE CONRtACTOR TO VEINY TIE SOUNDNESS a THE SIRUCTl9E WH$AE SNrtIEA IS TD 13E 5. ALL SCREW' TO OF STAINLESS STEEL 3" OR 316 ASt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ABJDACDNNGS. ro INSURE PROPER ANCHORAGE. INNS SHUTTER SHALL ONLY BE ATTACHED 1D CONCRETE BLOCK 9R WODO FRAIeE TR 90018 W/ •50 Rai YIELD STRENGTH AND SO Is, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2a1, 3.3.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIONS 1, Z 4. 5. 6 Alp ALM.111'5 IW, M a 4W ON SHEETS 4, S. 6 k 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MA KOIG INSTRUCTING OWNER OR TENANT TO 5 BOLTS TO BE ASTM A-307 CALVAtV1ZW STEEL OR A15 30{ SERE9 STAWLESS STEEL, WRIT SB kw IJOIMUY YEID STRENGTH SECURE PANELS WITH APPLICABLE RIONORCEMENT WRING PERIODS Of HURRICANE WARNING 7. ANCHORS TO WALL SHALL BE AS FDUDWS', f R, THE INSTALLATION CONTRACTOR IS TO SEAL/CMAX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH TN€ MLONG TO PREVENT WIID/RAIN INTRUSION. U) TO [%1511NG POURED eONCi2E7L - f/4Y TAPCON ANCHORS AS MAtA1FACfURm W I,T,W, &,ALOE%. INC. (Min Gc-J192 P.a.1J 12 STpRM PANEL INSTALLATION SOUL COMPLY WITH SPECS INDICATED IN THIS ORAMIIIG PLUS ANY BUILDING AND LOADING flEOVCA1aN5 - 1/4' • A 7/8' CALK -IN INCANCHO S, AS MANUFACTURED BY DEWALI c PROVIDED BY TI4E A1R15p1C7ION WHERE POW IS APPLIED io. - 1J4'0 . 3/4- SOW -SET ANCHORS. As DISTRIBUTED BY AU. POINT SCREW, DOLT a SPECIALTY CO 13 (a TH6 PRODUCT EVALUATION DOCUMENT (P,EC.) PREPARED BY THIS ENGINEER IS aDi AND DOES NOT PROVIDE INFORMATION (MI, Fe.3000 p.4A.) } - (t1h10 PAIELM4T iE3WE m ! PANOAYLTE PLUS ANCHORS. AS MANUFACTURED 8Y ELDO CONSTRUCTION PRIX)11C15. FOR A SITE SPECIFIC PROUELT, ,.a WHERE 1,1E SITE CONDITIONS OEWAAIE FROM THE PIED. - 1/4.0 ZAAC WULN ANCHORS. AS MANUFACTURED B'/ DEWALT, INC. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND OWALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT BASED ON THIS P.LD. PROVIDED W/SHE DOES NOI DEVATE FROM THE CONW014S DETAILED ON THIS DOCUMENT A f) MNMWA EMBEDMENT OF tAPCW ANCHORS INTO POURED CONCRETE SWt M 1 3/4•: 2• FOR ELCp P.yNELMATE ANQ OONSIRUCTM SAFETY AT SITE IS THE CONTRACTORS RESPONSINUTY 1 3/4• FOR 7AMAC NAILIN ANCHORS, (c) THIS PRODUCT IYALUA110N DOCUMENT WILL DIE CONSIDERED OYAtJO 6 MODIflED A2) CALK -IN ! SOLID -SET ANCHORS SMALL BE EMBEDDED 7/6INTO THE POURED CONCRETE_ NO EMBEDMENT INTO STUCCO SHALL S NPE'RAIT,Ep. 1/4' 1-20 SCREWS USED SOULS 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. (a) SITE SPECIFIC PROJECTS SMALL BE PREPARED 01 A FLORDA REGISTERED ENGINEER OR ARCHITECT IWKCH WILL BECOME THE AND I. ONUM FOR WALLS WIN NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RED= (MR) FOR THE PROJECT AND WHO WILL BE RESPONSKU FOR THE BUT WITH WING NUTS PROPER USE OF THE P.ED. DOWER OF RECORD. ACTING AS A DELEGATED DOWNER TO THE PLOENIDNEFA, SHALL S&OMn TO IRS AIRIER THE SITE SPECIFIC DRAWINGS FOR REVIEW_ A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD WARDS BE FOUND ON THE EXISTING WALL ON FLOM.L BE LOG TO W" THE MAN IRE' BDUND SUCH PANELS (eJ INSENGIPLEERO ALIRECINDIASEALM AD SIGNATURE OF THE PROFE5510N ANCMENHORSDS RH ND INAMDi ANCHORAGE STALL THAT PREPARED IT (B) TO EK§ DNC CONCH:_ BL__ ANAL dTi7lLG_Ba 14. SHUTTER MANUFACTURER'S LIBEL SHILL S LOCATED ON A READILY VISIBLE LOCATION AT STORM • TAPCON ANCHORSA5 MANUFACTURED 07 I t W BUILDE%. INC. PANEL SHUTTER N ACCORDANCE AM SECTION 1M9.9.Z OF FLO" 91"i COOS ONE LAM SNAIL 8E PLACED FOR EVERY OPENING LABELING TO COMPLY WIN SECTION 1709.9.7 OF THE - 1/4' ♦ a 7/r CNK-,N ANN HORS, AS MANUFACTURED BY OEWKI, INC. FLORIDA llALOIK. CODE. - 1/4.0 X 3/4• SOLO -SET ANCHORS, AS Ob`TRBNJiL'O BY ALL POINT SCREW, BOtT k SPECIAL CO. - %14-10 PANELMATE FEMALE O AND PANEli PLUS ANCHORS, AS MANUFACTURED W [LOG CONSTRUCTION iNFF - 1/4• r ZANAC NIQ UN ANCHORS. AS MANUFACTURED BY MWAL7, INC .��(� A.......... .'%� B.+) kIHIMLM EMBEDMENT O TAF'CO/ ANCHORS. EDO PANEIM►TES ANO lAMAt NA'L1N ANCHOR. INFO IHE CEN ;:'�9 FLORIDA BUILDING CODE N6n High Velocity III i6nW BLOCK UNIT SHALL S 1 1/4•. cons RD,V 8.2) CAUL -INN aSOLO-WET ANCHORS SMALL EMBEDDED 7/r INTO THE CONCRETE BLOCK UHT. NO '• •)ATp44 T 4rev vraw- •c 24 GLACE GALYANLTED STEEL STORM PANEL oArN STUCCO SHALL 9E PUMMO. 1/4' 0-20 SCREWS USED SMALL BE 11/1- LONG MINIMUM! SHOULD EXIST, AND 1` rHIIAUM FOR WALLS' NO STUCCO. `-'--� $i, STATE ---- I L?TE C Q PROTECTION PRCOUCiS. LLC. t3) IN CASE THAT PRECAST STONE• OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE Fb A2OR1 '1f r caAWAM,' a4o AW j1 n+n+ EXISTING WALL. ANCHORS SHALL. BE LONG FMOUGA4 TO REACH THE MAN STRUCTURE BEHIND SUCH P 1,, r 1.A Wr1 •Y,rw, n nr GanC ti 3U14 VQ '•• N.F. ww 4n-,.r N. ofM 4n.MH eNae- L'w}WM-T,Hs TAW OFFNNIMW-aF7 20-175 ANCHORAGE SNALL BE AS uENtIONFD N 8.1) AND IN a2) `s/ANAL �N NFL.-oDRF~'";n w w"'w rl I•°.. �N1/M11t1 A At MA+!•WA4+vIsN•E 'IN•iO1 A tin wl "Z' Wear , K is CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH It ALTERNATE CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THBOUGI4 10) INSTALLATION DETAILS FOR REGULAR PANEL iti INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Qj6TN1G POURED WNCRETE POURED CONCRETE J RIOURED �iE ,xRICRETE ftCONCRETE BLOCK CONCRETE ANCHORS J {SHEETS 2,SCHEDULE DU. IC) / O EXISTING POURED 1/2. 1/4, i-- 1�• 11/4. REpUfEO. 3 _-.i{LIal ls"IM/4,N100[CE .�.- I ; , (SET SO1[OULE O'', ED. 1! 1 BHEETS 9 1FIROIIO, i 6 I A ='S -::.. T.__. 1 .. r..w .•Hie B_"`.L T-'T-__ 077 ' PAN0. LEMCTII (SEE SCHEDULE ON SHEET 3) V 5ox OF v MAX ♦�v.�s-7t1iwo rLn Q9• • 1/4, oc 41,' w wLwa NOW F I■ a31A rp IOp a IMIT 12 E.O. •EDGE DLSTAN(:E ���������� (SEE SCHEDULE ON TOP t BOTTOM MOUNTIFK:S CAN BE SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY INSTALIATION. ALB' (ARM) FXISTNGS7RULTURAT AD�EOLACY OF txsnNG wow BEAM TO BE CERTIFIED BY REGSTERED ENGINEER DR ARCHITECT PRIOR TO SHUTTER MSALATIOAL (SEE 5ONEDULC I INN2N am 7-4n ! ON SUET 3) N A I mc. PANEL. LENGTH 101 ON SLEET 3) �gD1��98 �OtA55�9 I 5" OF •L' I MAX. E.D CONCRETE BLOCK REQUIRED. _ 1 CONCRETE ANCHORS STAB W/ STUB (SEE SO4EMU ON SHEETS 9 THROUGH 10) Mn. 79PARAR3N Y• IIx. TD PANEL LENGTH {SEE SCgI]17LE I (H SCHEDULE -ON IT2 ON SHEET 3) ED L CONCRETE ANCHORS (SEE SCHEDULEN O slEtTs 9 TIHRo1rNAN 1D) ARE use0 k W/ WHEN -- � iPANELA1/nE5 REQUIRED: ARE USED. .IIL,t P ;, tl • I"1 T�NIi•T•�- INSTALLATION DETAILS FOR REGULAR PANEL (I) INTO WOOD ALTERNATE LED �}- _ __�100D ANC110Rf - ) : (SEE 5Gt1E7)t0.E W ALTERNATE WOOD ANCIOR3 (SEE SCHEDULE W SLEET I. 1N. -, .MAIN• Rol 1RIM101 IOU �s slNDes +DI Woes a SNEER It) 1t) * 12 SAIL• u w.5. V xu1 {TJ4. i It ) TM. EOIRAAM A .elo saA WOOC I I W • 4 IJ+' OG k c opt 'L" i. vim SLEET It) 1 I �D%ft~ TO GLASS I FAT¢ i MAX (Sri SCHEDULE ON Pw 3) i ,/4WF-aa PNEI u SOUS w LENGTH IOOu 9,0, 7_0_ { SCHEDULE ._._..) IPAMEL LENGTHEEE SCHEDULE EI6TI 'SEE r # AI�a01" bi W SHEET 3) W SHEET 3) OL( �--- ------ 5011 ; OF 'L' I - AWL. OF Y• MAX. `/ O /2 1/2. O.C. I_ .. _ �... _... --_. i `_ -.. `-1 I'/♦•A-�iiow Ruin . WOOD REO AHED WOOD ANCHORS sS" ON SHEET tf9Cfa. CEJII IG AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/5.1• NmiS NOTE FOR CIATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR IIAK. AS.O TOP be BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P.s.0 AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN TINE No 2, W/ SPECIFIC DENSITY OF OM OR EQUAL. 2REOL* WO OD RU�Q-OLR MOUNTING ALTERNATIVE 4W SCALE 3/6-1• N L fn -Cu N +.. U Q O C .CD CQ U -0 O �= N CU L 0 CIO LL Q Cu ." CD E ZO 2 CV a CV C ? W CD E� CS tj C to V M m C'V C 11- d N Cc O iO •Q L^J C O Q V ILI � � T CO' u w Cn O C, U CIO O BO V/ CIO Lu = a Z Z Q J Ohl SHEET NO. SH 1.3 EiLW}L'sIIIL=111 -VAORE roa1 torite WOOD FXAME 1 /2 IN3UIIED WIA2T[TE �..;, /OUtED I 1 1/a1. 13N• tAPCW a. N Eo YAr WWo L 2%41 $= 1,1014:- 1 E . ORyf A1afOR a u^ oZ: '.. 2 1,12• . a „•� 1 cm ANCHOW Y . Y . AB• Ilk- 1ERNAfE LED t170AtIC1 VARIES 1 r . r ..a6S' CONT. W< L cll] 7• 1 ALAH. ANGE OR • 1 / ---- W` E iRK. WT 3ALM"� PNLTE 31 Yxrx.t2y„ 1. 1 1 L11w) ,.� 4o63-n Au.O'r 19NL Q - 2• - •s. DIP/1. CHICLE ANI91E,.� ---- ------ ..--.,( IAa. CAP 1/4' ° eSLL: -4• . e ..07r a ,2• aC. 3i➢s-Ht. OR 4443-115 MHO,' w/,YLItNUE Wq. xuw Mfai CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) SCALE 1/4'-1' Se" 1/4',.1• SCALE 1/4•-1- r • r 4 Aar 3105 N-14 PH 4110-ri Nior COT. M.W. A101E MATH 10 r 1 3/0 7APWN ISt O.C. .. 1 & NIaA'00 s1/a' OAP 1 � Poom CONC IX WNCREW eLBo X ON 2%4• MOOD I ME r. SASE D (PLAN) SCALE 1/4`-Y SOUP-mr ON CA K- 4 qR Et.CO rAtE131U6 .„, 4 'a 19'o PgR1ED C011pE1E�_ 6�, 17W A 'ilWt RI NO _5----lJ1 OR OR 2%46 OWN OF 01 OR aNE2lMWE Nus LUTE E i OR 4'La• MWO SONS LI ABLE 10 is 1 i aA L11f1116 9. 2'ie WW HNMX REDUCED : ,K MRR/AF l0 6 1 q © ORV� VARIES � .•.�VKAR RGTIWMIJ RNMYL`ro i WILL, (NCFR M END PAOEU ---- ----- _J G """•N CASE G (PLAN) •N.K tlaf ♦4 Ad`'� •�•:•!;�Elf' SCALE 1/4•.1• -n • r ac y�; •' CEgs•.✓q VUW FOR DIRECT MOW NSTALLATON ONLY k `� f CERTIFTEO PANEL INSTA3AT10N AT WALLS W/ No. 44167 SURFACE LEVEL VARAINDINS WITHIN/ 3/4- * FLORIDA BUILDING CODE Mon ifgh Voliscity Hurricane CASE F (PLAN) 8°°i0 W1W0 P° 24 GAGE GALVANIZED STEEL STORM PANEL F, SCALE 1/4•.T• k: • f(ORIOP_. a� wLN MAXIMUM A e n DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING sCHEDUl E FOR REGULAR c7 RM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL NISTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 k 7) MAX. A.S.D. DESIGN PRESSURE RATING MAX66M ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 k 7 APPLICABLE TO OF THEM PANT i �1 W) TAPWN LAC SCREW PA/EEIMTE FE'MALF n PMELIMIE PLUS WOW M1SHM 13' IT IT IT 13• IN (TOP) J 3 1 r IN (BO1TDfO 61/Y 6 1/2• 6 Ilr 6Ilr 61/2' 2w (LOPS - - a Ile 12 1/2' 6 Ile Bill" -1 V-r OR a. a. a. e • 3W (BortoM) 11. IT 13' 13• T3• (TSP) +a6 -45 � LESS 7]" 13' 1 3 13 it IT IT IT 131 8 1/2 N OOP) 13• IT 13• 1 IT_ r 1w (1GT+DM) 6 1/2' 6 1/2• a I/Y 1 6 1/2• 6 1/2• (TOP) - - a I e 12 1/2' 6 Ile MIT.y I ar-r 4 1/2 A- 6 Ilr 6 1/2- - fTo►) 14'-r ♦ 1/2• 4 1/2• r 7• - 30 {BOTWLO 9 1/r 12' ,Y 4' (TOP) tr 13• 13• 13' 1 a t r MOTION) • SU TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS I USED, DDRRESPONDR6G ONLY TO ALTERNATE 21V ON SHEET 8 MAX. A.S.O. P E� RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 At 7 FOFMM MAxNRL1 PANG LENOITI (N.) TOWN LAG SCREW FEMALE ro --Ir PLUS WOOD 1USHIN6 IT it IT tr IT IN IT ] IT IT 91 tw 8 ,/2• 6 ,/2• 6 1/2• 6 1/2' 6 fIr 2w m - - a 1/4• 13 I/Y 6 1/4' (BOLT.•) V_w r 71/2• Ir r - (TIP) OR LESS 7 /T a• r e• - 3W MOTION) 13'• • 13,1 lr • 3 13' m +43 -lb TO +75. -73 1]• 13' tY 1 • J I ` 3 (BOROY) IT IT IT IT 10• tw 1T IT Ir IT 6 1/1. 1W WITHIN) 6 1/2- 6 "1. 6 1/2' 6 1/2- 6 1/2• (TOP) -a- 4 T/2' S' 7 1/2' 7 ,/2" - (lO►) 7 Y r 5 1/2• 8• a' - ]W (aSFXOIO 13' 12' 13• ts' S 1/2' (TOP) +r 13• IT 13' 1 10' % • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER A IS 1 USED, WWSPOND04G ONLY TO ALTERNATE ZLY ON SHEET 6 1 IMLLa A ASA CES10N IQUID .MP04EL LEM 40 PSF OR LESS a.-B > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 80 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE nMALE ID OR PANEL MATE PLUS ANCHORS k W/ SPpiTlttjj 4�, 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /4Y T4-0 TAPCON A9CDN , -- 4iDSTMVG F. 1/AHCNRIR OC ANCItOR • 9'rD.C. CONCRETE BLOCK - COMCRCIE BLOCIU REOLM". y ROOMED. A) - i 6 I V S /• Yta 1 v FCKISTRNDJ I _. �Y•-3F.,• TO GLASS. 1 .�-i..-- ,lA1F-f0n• -. _ GlAS3 oN_ _ - -� f• i--- . O a pom J y S 1 PANEL R . MAIL 5' PAPA LENGTH --�� - - -' '-- tE7O7H ELEVATION ak ELEVATION i (ON SWEET 12) OSIDE 94M tom .- I TO GLASS. T- i ' E7OS79RG POOH' ED• / fj _ F1ff5tING PooupwCONCRETE E', CONCRETE CR @LOCK --Y � �'! BLOCIT far �/� ^A "Win REQUIRED. � � a yr m RE I/4'1 pN/EUM7E PL(1$... _ 1/4-0 PA DAIATE sli -- ANCHOR • 12 , o.O. (BEYGNG) SEE INSM 15 a 16 RM N CNCIS TYR It WAC1W FOR WALL LL4AAAYY��NI69LNANNLNC69FIO3R SCALE 3/6-1- INSTALLATIONS INTO WOW POW MOWUL Momm ANCHOR whoco 6 AND MNNW EDGE DISTACE AIR 6OrJGm ON THIS SCH LM FOR M LESS THAN 09WAM ON MODULE MOUOE ANCHOR 6PACN6 MY MLLTPLYINC SPACBW SHOWN ON 'IBM U BY OW WU41002 FACIM FOR Do DRI AtTON TO I AmLICED SPACING OBTAINED USN➢ FACTOR WALL Was t UM TWA LORAN BPALOW PMOAED FOR EACH A 0M IYR ON VFW SCW11 UE. MtiMIH.1 �FP A• rr( WPM RUN wmm Rom VAM W 1 3 I FL •MOOMO W W OnNMF a.> 3 3 ' 02M IA7ma PC AmLIL METE IMUIQ «a0 I6QISR?�., STATEJ�/O 7.,,l �_-I-- OR10NC. jOj;L ] t _ -� tm _-- ►1 !A/NaMTWW1[ N..r, Ww•H.aeY-Pmra.�m a aNL i. latlf'.6NT_ PL MAXIMUM A.S.D. DESIGN PRESSURE RATING (RA.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR gEouLAR STORM PANEL• M INsm ALIGNS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k S) MAX. AS,O. PRESSURE RATING VAX" ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW � 1CeLE MAXIMUM LENG,IO 1• (k.) MM. ASA. OLSON PRRMME RA711O (p.t.1,) MAXIMIM ANCHORS SPACING FOR MN E.D. PER SONEDULE /BAP APPLICABLEDES" 6 MAONLRA LE (kJ TAP'CON SOLD -SET FEMPLE n PLUS 2ANAC-/WIJN CNJT-N k mABNA7gN OF ITEM TMCON SOLD -SET FEMALE �� L6Ml• NWII CMJf-IN Dow" PRISM MOM "'Wom W W W W W Wcokowmam (3F I"m .45. -45 OR LESS IT t3' 13' ,3' 13' lr ,r lY ,Y tr tY lY 1 (TOP) a._6. G LESS + , -45 +so, -as tY tY I1 IT t]' ,r tl' 1r IT ,r , 1 1 (TOP) 5'-r OR LESS 1Y IT 1T 1r IT IT IT IT 1T 13• 13• IT 1 wirm) it IT 1T IT IT it tr IT IT it ,t t/2 I courrow IT IT 13, 1T IT 1r IT 1r IT 1T 1T IT 2 (1001 1r IT 7Y 1r IT 1T r".. 13• IT IT Ir 1T 1/2 2 tTOP) IT 1T IT IT IT it IT IT 1T Ir 1T 1Y 2 (BOnoM) IT IT 1T IT IT IT 13' IT ,Y IT t 1 2 (/.Ww.T.TIN) ,T 13' IT ,Y is" IT IT 13' 13• I!• 13• IT cfCP) Ir IT ,T I]• IT 1T 13• tT ,T 1r ,t I/2 3 (MAP) 12 1 12 1/2 6 Ile 6 1/4- 12 1/2-12 1/2 - - 6 1/4' 6 1/4' 3 (BWTM) - - i I/T /2 ,/2 6 ,J4' 6 f/t' ,2 t/ - - 6 1/4' 6 ,/r 3 (eOROM) 6' r a' r n• r e• 6' 1• r a• 7 1/2. 4 (TOP) r 5 1/2' V e• r 6 I!Y 6• 7 1/Y e• r r 5• 4 (IOP) e - r - e' - 8 - a• - r -4 (BOTTOM) a' IT - r - 8 - 8• - e - a• - 4 (BoTWA) IT IF- 73• tr 1J' Ir- IT 1r ,T 13• IT 1T 5 (Top) IT IT IT IT 1T IT IT IT 1r IT 11 t/2 (LOP) IT IT IT ,T IT IT 1T IT IT IT IT tr 3 (80ITOM) ,a• 1r IT IT Ir 13' IT IT 1T IT IT 17 'Ir 5 (BOtWM) 1T it IT 1r 73` IY Ir i3• I lr IT I iT 6 (TOP) 1T IT IT 13• ,r IT IT IT 1T 13• _ IT ,1 1/2 6 POP) _ - 6 1/1' 6 Ile 6 Ile 6 1/1• - - - - 6 1,016 Ile 6 l•) - 6 1/4 6 i 4• a 1/4' 6 I/t• - - - - 6 1/4• 6 1/4- 6 (wrt.••) IT 5• 1r 10 1/2 1T r Is, 7- 7 1/2 5 1/2 IT 4 , I (TOP) aB,-r to I+-+' 1T 6• it 13' 1r 8 ,/2• TY a 1/r • 1/Y 6 , IY s t 1mm m 9-4• 1T 7" ,T IT IT 9 1/2 IT 9 1/2 ,0 1/2 7 1/2 IT r i (a0Ti0M) Ir 7 ,/r IT Ir 1T 10` ,T 10• ,I' r 1T 6 1/2" 1 (9011CN) 13• S• 13• 10 1/2 it r IT 7' 7 1/2 5 112 1T 4 1/2' 2 (TOP) IT a• IT IT IT 0 Ilr it 8 Ilr 9 1/r 6 1/2• ,T S 1/r 2 cm.) 13• T IT 13' 1Y ➢ in it 9 In 10 In 7 1/2 IT 6 1/2. 2 (BOTTOM) 13' Is I/r 13' 1 IT ,Y 10• Ir to' ,T• 1• 13• a ,/r 2 (wirmsN) 13• 7• IT I 1r IT 9 Ili IT 9 1/2 10 1/2 7 1/2 IT 6 1j2• 3 (TOP) IT 7 Ilr 13' 1 IT IT 10• 1T 10' ?1' a" it 6 i/r 3 (TOP) - - 12 1/2 12 / 8 Ile 6 Ile 2 Ilr 6 1/4• - - 6 1/4' 6 Ile (8071CI) - - 2 1/2 12 1/2 6 Ell' 6 1/r 2 1 12 Ilr- - 6 1/A• 6 1/4' 3 t80TTOM) ]' Y 6' 5 1/2•. 7• 3 ,/r r 4' 4 1/2• 3• a 1lr Y (TOP) 7 Ilr 3- r 6- r IV e' 4" 4 Ilr 3 1/2• a 1/2' r 4 (TOP) e a• e r 5 1/2' 7 1/2' 4 (WITOM) e r r r 6 1/2. 7 1/Y (aOiWU) 13• Y IT 13' IT 9 7/z• 1!' 9 1/2• 0 1/2 7 1/2" Ir e 5 (HOP) 13' s ,lr IT IT ,3• t0' IT to" it' r ,S• T ,3' 13' ,7• ➢ t/Y tJ' • 9 /2 O 1/2 I I h ,3• a 1 !2 5 �GTiGM) 13" 0, Y ! 1 r 1 Y ,r 1r it ,' 0 it' r ,r el /T' s (aDTTOM) IT S' IT 10 1/2 ,T Y 13• 7• 7 1/2' S i/2' tr 1 t/2. 6 (TOP) IT a• 1T ,r 13• a ill' 13" 6 ,jY 9 1/I' 6 ,/Y 1J• b 1/2' (HOP) 0 1/4• 6 1/4' n l/t• 6 1/4' 8 1/4' 6 1/1' a (BOLT.•• - - a t/4' 6 1 1' 6 1 a• 6 1/+• - - - - 6 1 4' 6 1/{• 6 (BUTT.•+ Sm ow It FOR ANL•ONS TYPE 6 SPACMr. MR 1NSTAUTOIIS HMO WOW ERNE PMMM • WOMAN ANI ON SACOOi AHD LOOM EDGE OISEMCE ARE NOrAIED ON TWO SCHIZAXE FOR LT) LESS I" 0=90 ON SCHEAAL RmWE ANCHOR WOW W d"W"NO SWMO SW Wt ON WCOL E Of M POLE OWING FACTORS. FOR " ORDINATION 10 9E "SSW omm 57YN:,NO OBTAINED tow mm BALL NOT SE LOTS Rom too" room ND-wo FOR LAW mom TYPE ON T16 !Cl61R2 1/4•. ,/rP tat t/41 1/t•P �/.. ANCHOR 1YFE tHM0011 OO-SR - �-� _ LlltG•4MeM _ ONlha NowiN ANCHOR SFoo➢@ 0.) 3 3 ] S 1 1/r 3 1/7 AW6IALIM EOY OAJ 3 2 t/r r 3 3 Ih• 3 p117ANC BCLI aml 3 3 T/r 2 tx 3 Nh 3 vir A6R1R = OM911t6 FACTOR - r m t7is m oA1 - - SPACINGS ONLY VALID WHEN IS USED. SEE'1 FOR MM. A.S.D. MESON LOADS k MAX. PANELSPACER WHEN SPACER CIE USED. ALA. DES I LOAD MAVALVA PANE umm 40 PW OR LESS 6,-8• > 40 PSF TD 50 PSF 6'-2' > 50 PSF TO 80 PSF V-10- A ALAI(. PANEL LENGTHS ARE OKV VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2- D.C. ANCHORS (SEE SECTIONS k ALTl111ATbES ON SHEETS 13. 14. 15 *16).-_-_.__-__- 3' Nx, R-to/13. R-2A/13. R-3A/14. R-10/13. R-21/13. R-3B/14. 3' No I D.M. (j) ''• uw R-IAW/15. 0-2AW/15, R-3AW/16. R-18W/1S. R-28Vf/1S, R-38W/16. ,• MN. 0 O O O O O 0 , F-FT-1 --------- -- - , eo-20xr &S. WILTS W�yjt 1• • I (USE FOR PANES LENOM ' I,, PANEL'A DYELENGTH 1 DYER 7'-6 REGULAR STORM PANIC. ' REGULAR PANEL W-r a +40A, -40.0 p6.I. (w/ 1AIEIaAP ACID PANEL TOOTH HOLE» LRE SAFETY RM PANEL r-r a +GOA -5N,0 pad. Oro mutt HAD PANEL LENGTH e0U) r A . A use r-r AN. PANEL UDWH ' : I 1/4'0-20.1' '4®" _ _ _ _ _ _ _ A ALL MOUNTIM AT S.S. BOLTS w V - r -- --- �J r- ,-- - - - - - -- - - ---- ; Lie I t2s NOT. AT I_ TiON IS LIFE SAFEh �( C t' OcORNERsPAN l BOTTOM i 1 -- `-OVERLAP- _OwEr''AP- orO WING NUT AT L�II WING NUT AT = -- r -y�71 LEFT PANEL. RIGHT PANEL r )SAu. ' f WMALLATI NS ONLY VNJD FOR WIND ,' MN. R-IA/13. R-2A/13. R-3A/14, R-1B/13• R-2B/13. R-36/14. , MN•f SPEED UP TO 170 -p.h. R-HAW/15, R-2AW/15. R-3AW/1/. R-1BMI/15. R-2BW/15. R-3801/16. ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13. 14, 15 &IS)-_ _ ,/e MAX. GAP LIFE SAFETY STORM PANEL (1) ELEVATION (t) -. r- OREGULAR 2•6SCALE 1/4--1' o' SW - YiL AR STORM PANEL (WET 1AIWM .1 YNOIE wuLY) STORM PANEL ., u u Ile I No, CAP VIC v 6 W�aoHt�tANi 7•�PI tX.14 / I n - --- PArm IENOTH I(SEE ELEVATION ON SHEET 12) R a. P 1 1./2 t` 1n�I t� 4 A Ka1 i/4'/ TAPC(1N NICNOR • r O.C. STAOfERED W/ mm -".+' wool) Svt * i InPANELST. FLORIDA BUILDING CODE Non NI h VolocIty Nurr(aorW Zone EVIERIORF �ORIOA '4N� we» RiEDD 24 GAGE GALVANIZED STEEL STORM PANEL owt'9n . sl G ` 6N ITE EN.. PROmcm PRODucm LLC. W SOL SECTION A -A f; SCALE i {".1 • af"%l -'t.! / i mar. r. M MA t..n. APi.a N�aH. . N M - � FN- •oa0 IN. 91 maT OWL rt 304 NIaL MAIN -7$W FAIL (pNJSW6J97 2D-175 P.E. liN./aOM.l1oElMR G-OOm7i9 O'• 1-1-1 P- 4ALTm A HALER 1., Pj ••" t 91eST tY O t6 v No N PANNE LENGTH (SEE ELEVATION ' r 1 ON SHEET 12) H -1 6' Ilr I EO. 1_ _-. t 2'ar POW, RASE �a'P TAPCON REQUMEO ANCIG • 9. OC. STAGGERED w/ am j'14- WOOD j�VE RAW O LIFE SAFETY PANEL WALL yQ1INTImm STALE 3/e.t• lRIEa 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p•t.l AND PANEL LENGTHS AS PER ELEVATION ON SH t21 2. FOR NEW WOOD FAME CONSTRUCTION: WOW MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1 TAPOCN :woo e r O.C. _i 1 1 1 i i i 1 1 +17b1' ,• f ALL WSa. w� _1 MIA PRAM _ _. I. u i a .0 T= PANEL I i I. 12) r 1 L/2 1 ' H .I *X w IUD• Y.L ^' Is o • I1 et 1 1MCON 2-xe WOR 'AOn o 9• S.C. PLATE REOU/ED 1 q) 1 I I I 1 NoO�i'MA15 e121 , 111 TArCON ANCHOR e r O.C. 1' MAX. 6• PANEL LENGTH iON 1ELEVATION2) MAXIMUM A.S.D. DESIGN PRESSURE RATING .m.f.) ANQ O RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (2) mmiAT10N5 AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) MAX. A.S.D, DESIGN PRESSURE TRATING P MAXIMUM ANCHORS SPACING FOR III L0. PER SdiD1AF BGDW APPUONIE IWP6AA PANEL LENGTH �k•) MAX. A5.0. DES" P MNNIW ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE t ice, PING Ly710M 1• (IL) TAPCON 9dJD-SR FENWE n PLUS ZAIMC-HOLM GWt-M R � TfM 9C10-BET �■ lAMAC-NAY/! CX)t-N 10 W W W W W C, THEN W W W W W W C .75. _7a 1r „• u• u• IT ,T IT IT IT lr ,T o 5,�. G LEM +75, -75 m Nlk-,fa6 7 - IT /2' s /2• Ir /2• 5'-r OR LEIS 13• If* IT 13' IT IT 13• IT IT 12' 13' IO• I (1OTTON) IT 0 1/2' IT IT IT r Ir 9' Io- 7 Ilr IT r I (Wmw ,]' ,t• IT U' ,3' ,3" IT 1T 13' /Y IT it (TOP) 13' r IT 1 O /2 13' 6 1 /2 13' 1 6 /Y 1 I/2' 4 S j2 1J' 4 1 • /2 2 (TOP) 1T ,1' 1T 13 13 IY it ,Y /3' tY IT 1D' 2 (aOfTOA) IT Y IT IT it 9 1 /t IT ➢ 1 /2' 0 t 7/ ' /Y t]' 6 1/2• Y (1DT+0M) IT IT* 1T 13" 1r 1T IT IT IT Ir 1T lr 3 (TOP) IT 7' IT 1Y ,r 9 1/2' ,T 1 1/2' 10 , 7 1/2' IT r (TOP) 12 1/2.12 1/2 6 Ile 6 Ile 2 1 12 1 - - 6 1/4• 6 I/e 3 (BOTTOM) - - 2 1/2-12 1/2- 6 Ile 6 1/4• 2 1/2' 4 Ile - - 6 1/4. 0 lle 3 (10R01) e' r r r e r r 6 Ilr r 5• 6• 4 Ilr 4 crop) Y 3• r S 1/2- r 3 1/2• r e 4 112 Y 6 ,/Y 2 1/Y 4 (TOP) 6• r - 6' - (TOTTDM) !' - • ,/2'5 fIr - T - (BOTION) IT IT 13• IT IT IT IT 12• IT IO• Ir 51/2, IT IT IT ➢' tY r 10' 71/2• 13• r 13' 13• IT 13• 13• ,r tT 12• Ir TO- (eOTID1Q IT Y TT ,r 1T 9 1/2' U' 9 Ilr f0 t 1 1/2^ IY(a0T10M) 13• IT IT 13• 1T 13' 13• /Y IT to' 6 NIP) IT 5'tT ,0 t 1T 6 ,/r Ir 6 ,/Y 7 1/2• S 1/2' IT 4 ,/2" (LOP)_ 111"1/2ir 6 1 r ! 6, e 6 T e - - - - 9 1 A• / a, P / 0 (Ban ») _ _ 6 1/4• 6 I/o a,r 6 ,!• 6 ,/. e i r _ _ e ,/a s ,/r a LOOTS+) it IT 13" 17 A• 1r Ii- r IT 6 1 2 1 ) TO 0'-O` ,T 5• 1r 01/2 lr 61 Ir 61jY 7 1/2' 5 1 Ir 4IY a6'-r TO r-5- 13' Ir 10 I/2 1T ,0 1/2 1 1 r IY r 1 (BDi7f1N) IT 6 1lr IT ,T IT r IS' 9•Sr 7 Ilr IT W 1 (BOTTOM) 13• IT 13• 1O• 13• Ir it' r IT a 1/2' 2 (TOP) IT Y IT Its 1/2 IT 6 1/2• 1T 6 I1r 7 I1r 5 1/2• IT 14 Ile 2 IWP) t!• 7 T/Y IT I IT 13" 10 1/21 IT 10 1/2 1 Ilr e' Ir 7• 2 (BGTTOEO IT T 13• 13' 13' 9 t/2' IT 9 I/Y 10 1/2 7 1/2' IT 6 tlr 2 (90TW 13• 7 Ilr IT IT 13' 10 1/2 IT 110 1/2 1f 1/7 S• 13, r 3 (TOP) IT 7' IT 1T IT 9 1/Y IT 9 I/2' 10 In- 7 Ili- ,T r 3 (TOM 2 1/2 ,2 712 6 I/e 0 1/4' 2 1/2 6 Ile - - 5 Ile 6 Ile 3 (90TTM) - - i t/2' 2 , 6 1/4' 6 1/4• 2 Ilr 6 Ile - - 6 ,/e 6 Ile 3 *ff60I) T Ijr 3 1/Y r r 7 ilT 4• J t/2' Y r 4 (TOP) Y r r S tj2` T 3 t/r r 4• a }/2• ]' { 1/Y 2 t/Y (TOpi !' - a• - 6• - '(BOTTOM) r - 0 I1r - r - r - 5 1/9• - 7• - 4 (BOTTOM) 13• 7 I/r IT ,T Ir 10 1/2e• Ir r 5 (TOP) 13• 5 T/2• 13• IT ,T 1•it r Tr 71/2• IT 0- MIP) Ir 7 tlr 13• 1r Ir 0 1/2r A IY r S (9017CM) IT Y IT 13• IT 6 I/i• 15' 9 1/r 0 T/2. 7 t/2' ,r r s (BOITOM7 1/2• 1r e' tr 7' 6 (TOP) Ir S' IT Ir 6 1/2' 1]• at/2' 7 ,/2' 5 ,/2' t3- A 1/2' (LOP)6,/1' a, a' B i/a' 6 r6 7 1• 6 Ile 6 (BOLT.») - - 9 i/4• 9 ,/4• 6 ,/1' 6 f/P - - - a tj4. 6 1 4' 4 SEE SLEET 11 Fan memosS TYR a P4ICIND FOR monalAlla6 ono MM POW MalY1G62 • W"M AIONOR !*Coed me Uomm on O6SAG1 ME -Mum an I" SPEAAL FOR I? LOSS THAN MONATIO 00 SCHIOAJ REDUCE ANCHOR SPACJW NT YIAtPLYM WOO* WHOM ON fI wmu R THE roume FACTORS no *6 OpWTaN W r POSSIBLE IImI m SPACING OaVoo LAND FAC/IM MALL NOT SE LE6t THAN MooWM VVNOO 00"M NOR EACH ANCHOR TOE ON THIS SWEARS .. I!•1 TH•• tl•1 TR•P Ip7 ANDH= TT►[ -I/a'jr TMOA 3CIA1•= T Z404-NAM HxA-A womm mom SPPOW 00 AwRaMeoa Qw) 3 3 ,/r Y 3 ] Ih' 3 NWAMT4eA3 Rml 7 3 1h' ] I/7• S th 3 IV AICOML M ROMANCE At]I011 a 1/r r aa9 9.F9 - t m o.4I im 1m +m 3 tm •• SPACWM ONLY VAW WHEN $PALER IS TILED. SEE MAX. AS0. ISO" OFSGN LOADS k MA%. Phil Ya'iN SPACER IS USED. �, FHO 1//•eR IAPCON_ _ _ __ ST➢/G pOUREo i CONCRETE BLOCK RML& A A.S.D. DESIGN LOAD IiXL*JAI PWal LENGTH 40 PSF 00 LESS 6•-a- > 40 PSF TO 50 PSF 8'-2- > 50 PSF TO 60 PSF W-10- A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2. O.C. INSTALLATION DETAILS INTO POURED CONCRETE 1/4.0 TAPCDRJ, - EXISTING POUNED ANCHOR • 9' D.C. NCO C� OR FOR LIFE SAFETY PANEL(f) OR CONCRETE BLOCK STRUCTURES 1/ro TAPCTLN__- ,_.._pI15fN1ti POUIE.D I/ro TAPT a 9. O.C. CONCICO IEIE 014C1nR O ,, BLOCKAiCIOR / �aN I - REou1NEDO i ED• ; 1 ED,• �f` a I 1' Min. 1 0 ..-7. -- 141-tar M C ,.mot{_ -. } __ _ w'P-7°n• w Mis t FIX ' ,tea FAe0.9 ➢ I Loam 040 r-4s)-v ( D R 1 1 I 1• rim. _ 1 ! MAIL A 1 PA/EI, LENGTH . � -- 7 PANEL lFHo7N 6 EL UEW _.._ --' (TEE ELEVATION 1 H (SEE ELEVATION g f' Min. j ON SHEET 12) M _..._ ON SHEET 12) I--SEPARAS 9 To CLASS. I i �1 ' V2 EO•/ ,fj 1 ED.e , lr 1 //•,�� rJ 0a Vr .y' ( I Wag: f I at ( 1 3/4 - 1/4'Y TALON I Ile* TNPCON ANCHOR a'r O.C. ANCHOR a r O.C. CONCRETE on�IEfE CONCRETE OR COHCAETE BIOCN REOARED. SECIM e REGULAR PANELS BLOCK REOIAIED. WALL EbUNTINGS SCALE 3/0.1• $a SKEM is k t6 MR ANICHM /IIDIOR 7NE �/t - TYPE k SPACING FOR MSFNLATON6 IWO TMcm I000 F= 1bR091o6. WOMAN ANCHOR SPAM" AND MOON LOOeIIL I/IONSR WNW D•3 3 eyrNM a--.r OW 3 cm DISTANCE ME MDrAIED ON no SCHEDAL FOR E0. LOSS THAN MICAtED DN sC,1DAE Rwm ANCHOR VACING �ANaR,y OI'- Np WNA OPa 3 9r MULMLY#4 S►AC94 SHOWN ON SMARM 1Y DE r'w.LOWM FACORS FOR THIS OPI ATICN W IS rOW01. INDUCED $PACM0 OBTAINED UMW- FACTOR SMALL NOT lE LESS THAN AaMIL a9E tnea6E so 10M �_iLY__....._ --'--_2 ,h _ ____. _.__.. _�_ __ nD _ asl - _.._� -- ...eM vico19 MOCATED Fall EACH 'Mom TM ON INS SCHUNAL Y -.__.. _-_ _ __ __. _ - I 'Ir - EON -.Q03t➢O POURED CONCRETE St CONCRETE BIOCIt REQUIRED. ?. --q) y GLASS f 1 •1 Asr / I R et E7 tStlyFyl TO so" 68...... ' tab is1 95L R I JI _ I 9 R 1• 9 MAX 1 ' 1 EL MAIL s I PANEL LDI LDICiH i -. - _ -_. .. _ -,_ 1 • PANEL LENGTH g I. _ _• (SEE ELEVATON R ELEVATION 1 Mn. ON sw 12) n ... T_ ... _.� ON SHEET 5 1 -1 � 1 -1 ✓�' i I / 1i i 1 � t , EOF t. 1 41- +• __ is RAn a. alit C, --1/41 TAPCON (/ell TAPCON -ANCIOR ANCHOR 0 9' O.C. a 9. O,C. omm POURED CONCRETE OR - EXISTING POURED CONCRETE OR _-CONGER -W-GUL-WMALSWALL BLOCK REOUI ED. e usn '-_ftNCRETE BLOCK RLOtAPED. P�i►NE� 4rNNNpA MOURMNOS INUALLATION DETAILS INTO WOOD FOR UEE SAFETY PANEL STRUCTURES M REQEAOFR � REQUIRED 7-_ II OU1RE / 1 4'e TWCOH . 14'o tAPCCI 1 1 I AWCHOR a 9' O.C. 4 1 AKIIIRI O 0• D.C. II moy- 1 1 1 1 I • R I -; GL1lSS T _ 1ST �� f� A to OYFN1ir d T M I QAS$ Ea-...____-_._: LOCTMw'ONNOt�Y-nPAIEI a L - 1' wx, IENGTIN I� _I Q�AN7K. r _ 1 _ LENGTH "��T} (SEE E3EVAr+oN ONELEVATION SHEET 12)) 9 - - ) ON SHEET 12) JJII--__..I l0P1IO --sEAPN._ o j a gA55 I.eJ 1 a• 6ntd Oc: 1 En • 1 6ayrW 1 EL Tf; EM _ '--4, I ._ 1 t_-__- i 2•x4' WOQP _• I II 2'x4' �1 ...I_ PLATE {I PLATE REQUIRED iANNCRORP CE 12 REQUIRED - - _ ,/r1 PAlF3AATE PLUS �PLL,o9C f f IWCHOR • 12 1/Y O.C. ' r - In A - M WALLJJQU NOS tN.UUHHNA4 i FANIEL �a}E� •...!� �9 ' 44167 FLOMDA BUILDING CODE Non High Vebe HMniaam Zone Jrc�e• I. WSTA3A710N ARE ONLY VALID FOR MAX. A.S.O. S* : * STAY e30W Tulco, ac. 24 GAGE OALVANIiF.D STEEL STORM PANEL. FA DESIGN PRESSURE RATINGS (P.s.! AND PANELO'• LENGTHS AS PER ELEVATION ON SEtEET 12. Nt-` (OR IL ECOINC PROTECrON PRODUCTS• �'• W/A/2w SaE: 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD `SIQN A1. �•� I TILUT u i� Fr urPr 4NIt1oe, A ANY �aAE Fti 33O.tIt�' 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUA._ NNNNNNANAIN C ! N... m-,�ii . ti: ata a,_,e. PH,oNL (mtRef74q rAP: (6W)E65-nn a ,6 NNNw .w Na 0111110M44 11 OLM A TWA Jr Pt iN. P- lO611a IlI to N N cn cu OL }, U Q O .� cu U CD C O a^1 O 2 CD_O O W /C LL O -- -0 cn E cu O i cuO .a vJ Q CN�E N c%A t` d o fy L O 0 a C" 7 O V N m 7•G ..n ND C - N L d G IC N aH 63 a � 1v E c C, w t, •; tO 3 d N � ` A G H � � C OO O d E3 C2 O cn O CL CL U O ■ V/ cn LLI = Q Z Z Q J 0- SHEET NO. SH 1.4. m EPTA EZ1ll rEZIW"'/_1i'11 ANCHORS (SEE SECTION EZI R ALTERNATVE k21TT ON SHEET 1S)_� ofSEE NOTE 3)-LJWT'L9 1)MO 2) '• /14EXB1G•H iiaU l�jay-T- 'T•l. --T-T_-r_f. _ _. _>rT T-�.... T._..._ ?--r-T... r.T-T.. _ _ _� 1 OF •L• 1 ([NO PANEL) (INTERIOR PANEL) (INTERIOR PANEL) I (NJIEROR PANEL) (END PANEL) 1 ' SEE NOTES 2. 3, i ' I SEE NOTES 2, I l PANEL LENGn1 jIIj I(I(! �j so L- e _ -- - - rED PALIELS�/ 1/N-2A1• OVERLAP i9cE SPEC IONSSY9As°APLPuc�E) 1. - • _ .i � - 111 1.1_�1 1 1_1 _LLJ or IT T (P IIT 1(I i 1 : IJ11 t G 111 I-i 1-I r 1W T�i 6 JJ_LILJJ_L4-JJJILJJ_L~LJJILLJI�I�LIJILLJJ_L1JJ11;1JJ_11JJ a ... 3' Mo. • SiENOTE 4 • M _SEE .(+4i1 SCE t' tan NOTE 3 07W /`I4)! ANCHORS NOTE 3 .• _-- _.. _ __ _(SEE SECTION EZI a ALTERNATIVE EZIW ON SHEET is).. EZ1/18, EZ i W/ I BTYPICAL ELEVkTION FOR SERIES 2000 E-Z HANG STORM PANEL (j) SYSTEM r+l W SECTION A -A apa,4444RNUIUHNNN� SCALE: 3/32"m T" 4EQ A: TI(4J�fI''li. ENGINEERING ENOINEERIND EXPRE881111T PRODUCT EVALUATION REPORT September 16, 2020 EX EX Pmpdf Number, 20 43 Product Manufacturor AN American Shutters and Glass Maw fidhlrerAddress1540 Donn Road Weld Palm Beach, FL 33409 Product Name a Desorption: 24990alvanlzad SEEM Blom Pans Large Misalle Impact Resistant Scope of Evaluation: THE Product EvaNreton Report is being issued In accordance with the requirements of the Florida Depsmrom M Buusiness and ProtesaDnal Regub lon (Flordda BuNting Commission) Rule Chapter 61T20.3.005, F.A.C., for statewide acceptance per McMod 1(M. The product noted above has been tested and/or evaluated as sumnmzW herein to show comp lerce with the Raids Building Code Seventh Edition (2020) and is. br the Purpose intended, M least equivalent to that required by the Coda Ro wvabeton of this product shall be requited following pertMerR Florida Building Cade modglic tbn or revwom. SubataifttIng Data: . PRODUCT EVALUATION DOCUMENTS EX drawing i20.31543 MW "24ga Galvanized Sleet storm Panels (HVHZ B Ncm 4NHZ)% sheet 1-5, PePared by Engineering Express. signed & sealed by Fmk Sennrdo. P,E. Is an Integral pan of this Evelt slion Report. Uniform static shluchuaf performance has been tested In accordance with TAB 202 tot standards par test report(") SETT-AST-17.001 by Blactwmw Testing, Inc. Large mles{N impaR Rasistence and cyclic lading perlomance has bon tasted In accordance with TAB 201 and TAB 203 test stardads per test repan(s) SST-AST-17-001 by 8MCbmtw Testing, Inc. Structural wWWaaring Calculation; have been prepared which evaluate the product based on domperi g ns ad/or regional aaysle to quality the foDwft design trgen: 1. Mmirrlwn AWwM& Spans 2, Minimum Allowable Spam 3. M intmwnn TFass Bapaagon 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(856) 396.9999 TEAM9E%GIHEER1NGExPREBE.CON ENGINEERINGEXPRESS.COM 1ni3 FE"*T"R•_ %�H011:4" by N it Ct-'tag - T{S r< �•. 1 �kl IO ,M`2 am IS L457 PANELQ TO HE INSTALLED AT EACH OPENING SHALL ALWAYS I PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION If INTENDED TO BE INSTALLED FROM INSIDE OF STim1CTURE. INOTES a II (H( IRON OF "R 2000. E-Z HANG STORY PANEL SYSTEM CONSISTING OF PANEL + Cont. TRACKS TOP k BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK 09CRWISE A STOP BAR(P SMALL BE PRONOED AT TOP OF SUCH PANELS (3). E END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION $HALL CONSIST OF 1/4"8 20N3/4" M.S.W/ 7/8'00/32' WING NUT OR 1/4'wx3/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT PLANCES OF DO PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3() ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p-h. IVENGINEERING Pgge 2 fir 2 All American Shutters and Glass - 24gs Galvanized Steel Storm Panels No 33% increase In allowable stress has Veen used In the design of this product Separation from glazing is no required for installations outside of wind zone 4 and assent)al tadlNies. Impact Resistance: Large impact Resistance has been demonsira d as evidenced In previously Naiad test report(s), and is accounted for In the erpNroamlg design of this product. W►nd Load Resistance This product has been designed t0 to" Wind bodis as indicated in the span sch dule(s) an the respective Product Evaluation Document Q:e. enpkleering drawing). InstaffiWOn This product shag be Installed In strict complarm With tit respective Product Evaluelon Document (i,e engineering drawirp), along with SO components noted thereln. Product Components shad be of the material specified in that product's respecive Product Evaluation Document (I.e_ engineering drawing). Limitatlons 8 CondWons of Use: Use of this product shag be in strict accordance with the respective Product Evaluation Doaumenl 0.e. Engineering dreYNRg) Be noted herein All supporting plat Structures stern be designed to r"W ON suPed.. sad beds and shag be M a material load In thus product's respective anchor schedule. Host structure conditions which are not accounted for In two product's respective anchor schedule shall be designed for on a site -specific basis by a registered prob")onal engineer Allcomponent which are permenengy, Metalled shall be protected against corrosion. contamination. and Other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). RespectlLlly. , yid Oi 44,nIJN Frank Sennardo, PE ENGt9EERING OtPRESBa 61TE0046549ICen Auth 9885 161) SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORtDA. 33442 (954) 354-0660 1(866) 396-9999 TEAK OENGINEFRINGEXPRESS. CON ENGINEERING E X/R FSS.COM _u- prryAi#I_ a_n.+ , �s✓t.'Maal „ , ':x.-:.7_a: v.^.wwY.,u ICI tfF•t ]' -A .T F /�Ijj Ti lll:l I `A 22 i -T ".:lL S•I4 - [CNUIC-CN F - H•LYAti :71T L.VSIIYdd :_il_�. 6 f .A - 1C m x L N n _511 ^IHLLiTL .+Hit_# hIYI H., /1.COLiNWnOOR PIOUNT -]"1VA11rJa Wf XGTION - R IT v.11AiWALL NbUNf3�CNON lIn1 IPA*1Y 1"I nIMT •x UIC'GVI-h l+.•r :.Y:J3Przii Cl rx)u•I'. a']NL^r"DI IY.Ai.:l[`s NE7.41JL'.ro wl-.' _ All II INeNJIx,RW NI b r'IA)N v 11 w 3i�-y. .4 xN I - H I•YI , r rr rlu.N-r J-Y`- s, rr%Y 4' •W K OPDDI/ALT ClO4URF ltTAll INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL(-1) INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES 1 vaREED aeWCR _ a l ' �4'e TAPOON CONCWMr REOUa1ED. �� ANCHOR 12- O.C. 1/4'e TAPCON % T�"y' -� tart' HEX HEADTE ,.., llwi' NEIt IKJ�� If - ~ REQUNEb ti 7� _- ' EDGE OF EDGE OF % i 1 _ 11/2 I -1 1/4'F1R1• I � ' +/41-31.1• M._... _ J i ill eels w�Ir�j R s.s. acne • B 1 - • P ,p• aC"Ar I�2' N) LASS ; h/Al1MD1UM POP /J�VaPRJa ' TO.Ol2d5. H POP IT RIVETR I " H RENT MAIL �. TH is p i __:. ._. _.. _ __' _.._ i PANEL LENGTH e ® 2:0 I• let 1 4•P-20 ".T �_ j O CLAM THLNABwY SCREW '... L. Box E _ 1'P-20NY of i IT EiS. •R- EL 1! 7 1/ _)J4Y TAPCON ANCHOR •12• C.C. ( ! TAPCO2'N4' wm ANCHOR ° 12 O.RD --RATE '"% '�RREPoOUR I ''REQUIRED T/G 4��y'��P .comcww sLOCN -�! �/�•�/AS�E���yG.�. ���fi'/f REGUINED WA111 Atr ��:�fRlYA27Eli..Alil BBAENIN Te� ,� SCALE 3/8>i' SCALE 3/8-1' ah{iHNfx4y 'P yt.: vGEN e' FLORIDA BUILDING CODE Non High Voloctly NUT Zone) one tlQ7E5: B M N. PANEL LENGTH 0. { antic n1BOA Rc rl. 24 GAGE GALYMiq,'EO STEEL STORM PANEL oePRl n. FOR AS.D. DESIGN i. INSTALLATION ARE ONLY YIWD WAX. , PRESSURE RATING +/- 40.0 P.B.E. AND 6'-0' MAX STATE 0-'� GLOBAL PROTECTION PRODUCTS. LLC.. m/n PANEL LENGTH. �3 f. 7r-' IL ECO.ne 4R2 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD O,r: COR10 -M S.W. 61 snm y .. , yi, y ist NRar aVINL n a- VAW- rt 333 4 TO-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �y Sl �'1.�.� .. (GN ,N"„P.. tal�`Fm`r-'me r.: Per wn.:ul AIIDrc (w16e�7ae, ms {Rl.)tw-Bm DENSITY OF 0.55 OR EQUAL. (rI3AL a ..rr.� TrP .r rNri2Hwa"'•YAtM9 U t. ftjn awn's ale . rc 'Low ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMI= TPERP. TO PANEL SMPI)� TOP MOUNT (CONN - TIP, TYPE AS REQ'D) S.ON OPTIONAL 4"-10 STITCH BOLTS WITH WASMLTEED WTNGNUISFA5TET1® 0 QV RLAPS ° haDSPAN(LISP APPROPRIATE SPAN TABLE) TO bl 1 , PLAN VIEW n_> BOTTOM III- (GENII TYPE `\ REQ10) MAY BE AT T ,y 0, 375' L BOTTOM `= 1 TYPICAL VERTICAL MOUNT ELEVATION k,V NT S. ELEVATION TOP MOUNT MINA AiREQ'OJ (_PAN ABOVE UCTION) BOTTOM OUNi m PE PH AS RENN AS TDY -OBSrnWnON (LOCATION MAY VARY) aZ; tOPMWNT L tCO1N TYPE A5 RE9'D) BOTTOM MOUNT (W Uoax tSPAN BELOW TYPE AS REQ'O) DESTRUCTION) PANELS MAY BE NOTCHED AS RS2U3RED, OPTIONA�L��y^7S-�ZD STITCH PROMD111 INATCONNECTICPS AND SYI�IV6NftwITS FASTENER ANCHORSARE USED WHICH SATISFY pWNG APS F STENERSPAN USE SPANS ABOVE BELWJ DESTRUCTION, APPROPRIAI'ESPTT AN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N,TS. ETEVATICN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 CA" PANELS MINIMM PANEL STORM SFP ARATgNPR(MRGUSS' INYHE WIND WINE ESSENTIALa ESSENTIAL PAOIInES 1 MAXIMUM DESIGN A ' ALLOWABLE INSTALLATIONStES4 T iA NS ALLAnD1/SGNEA E PRESSURE ' I SPAN tR.n»I TNAN 30' A80YE GRADE lMAI J14' ABOVE GRA4f (PS ) f _. i.06 m _- - 7 761n / .3a 1 D M l-35 - •/tip 130.0M 1 130A )n 6.06. 606M 1,1611, --' 2.161n •IJS noD In 6.06W--- 7.36M 1 •/' SO _ l MIT M 6.061. 1.161n •55 _ __ ____ 3 J65 / 59.8 in ( 70 - 36AM 611M 6,12 N1 - 2.72 in _ 299In _ •/-77 210 N, 613 YI 196r 3YAN 3L.HtUULt NU I t5: 1. ENTER SPAJI SCHEDULES WITH NEGATIVE DESIGN 8 PANE FASTENER G TO DETERMINE tNE M MAXIMUM ALLOWABLE STORM PM ONE} SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING E7(TM15 MS ('P-TRACK. STUDDED ANW. ETC.). USE 6.2T O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL -H"• AND •U'-HEADERS (INCLUDING BUILD OUT CON DETIOS 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEKT HIGHER LOAD. I. ER ENTSPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE NIM MIUM ALLOWABLE SEPARATION FROM THE COMMITTING TO BE PROTECTED- 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN WADS IS ACCEPTABLE, OTHERWISE USE NEXT WOOS LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL CIL FAITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE )S NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED, 2 MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTES IN DESIGN DESIGN NOTES: I SCHEDULES w� FOR USE SNRH TMIS SY5TEESN CBE 6ETERMIC N D AT..E SGC,EEpPyyARRRA2YT0NGEEKIIpNpEPM IUN1(pECRCEOD�IlptgpN�EEMry' TTNN TTHE t), W I`'•1 = H ) 7 5609E 1 IN ACCO AI HOEy�CE_ 7 _ANeIEOlES6 THAN IMu �IUAL TO f OR NEGATLVBHEADL SIGN '. > < 7 F DRESSURF CAPACITYES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. �" t 154.4s GENERAL NOTES; L' � rL I. THIS SPECIFICATION HAB BEEN DESIGNED AND 6HALL eE FABk FD IN ACCDIIDNICE Wrnl TH@ YIREMENTB OF THE Fi0A1MIU1lDaIIS CODE SEVE'NTI ED2110N ((m hcR USEtaS10E AND OUTSIDE OF THE NY112,PEA TA5201, Z02.AND 203 T PAOTI'KOlS. Nry7Rp��d! bNALL INVESIIWTF AND COHWRM TO ALL la'AL BUILDING CODE ANEWOMEMS WHICIII1 VAY APPLY O67GN CRITERIA aI:VON0 AS STA7[0 HEREIN MAY RBQN I pDDITIONALSIYESFBCff[C SEALED ENGINEBIIl1G. I' a W U a W d.� 2 1ryI073-L 3%INCREASEINALLLIWARLE5711k NAS BEEN LISTED IN THE DE5ItlM OFT1 155YSTEM 3. THEE ARCHTTEE7/IE NOIMEER OF RECORD FOR THE PRD7ECT f� SUPERSTRUCTIIREWLtM W HIOH THIS DESIGN ITT UBEOSMALL BE RESPONSIBLE WATHE INTB6RIIY DFALLSU//ORTtNO SURFACES TO THIR Das WH1CH SMALL 9E COAIDINATED aT THE PERNETRRG C'ONTMCTOR, 0 pt YF 4. 5SS/MATT! %ITFSP 50pL�1L_eNGUA CRLHa SHALL BC R 1PLD 41 DRDd1.T0 DENTATE FLLONECItpFIACpg, DlFttCTf OR aPANS pp ED HEREIN. CON TpCTTTN6 ENGTNEE0. FO0. ALTERN SPAN CAi-C NBA6 Bj MAY 8! R UIRlD.. NOOrFTFPERROeNVTT T/R DCTAILCO HQIM IS GENEROIN M bLLI! IRG ONNDOITOIOON6MROM THE COBD2RONS DETAiI@D MERE7N, A LICENSED ENGINEEROR REGMTERED W 4lYB' << O ARCHrrBCT SHN:L►IF®ARE 537E SPKIfI3C DOCUNENiS fORUSEIN comilkCTION Vmh Tlnb DocameNT 6. DESIGN PRE55URE5 NOTED HEREINARE4ASED ON MAM]MUM TESTED LµSI % FREBSgqURES D��••rMrppDEEEppD5S9YA1.5 SAFTITFACT7O�RL. _ OTHER�E,iABTENERM-S%A Jig IYLL'In'ADN M-F1AAifD OTTiI�EIOTEO C'ORRO1310, FSISTANT MArERDiLANP SH OINNLY yJIT /ECFFIffATi0N5 Hai" +� 8 FOR AWNDA7N STRUCNRES' BECrEON 1.38Y THE ALUMINUM AGSOQATION INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES, ' R ALLSTORMPANCLSSMALLBE24WASTM5 I%V.024• IT STORM PANELS SHALL COIFOR m A613 STMI UKMSI, LQJIALTT'r FL44iY!!, bT1S4 G06MMINIMUM aC1T A1M LL ALU¢UM WITH A EXTRUAWOND SHALL BE 6D63-T6 ALUMiN UM ALLOY. UNLESS NOTED in EREYISE. 11. TOO &BOTTOM D[TAILS SHOWN MAY fie TNTCRCHANGEDASFRLD •Z C0101 10 DICTATE. PANEl3 MAY BE MOUNT® VERTICALLY OR ...I I PI(AGTICI'S 9kipNO THAT t D[56 FROM ADDITIONAL 65 TO Tn15 WEUMEHT CA H PIINIMUMOF Cl) LABEL ]RIDA PROMXT APPROVAL NUMBER J ' 20-3i VISIT ErALC.I0I31543 ran F)R 9-3T M,[ AT:-3 a'41Y InM ,AA<N lxJ ±J-'N {, CR llnfP r fJ ■ T4RALV IiIPRraRAnL, MP9RiNP1wFJLE10Es MINIMUM ALLOWABLE SPAN SCHEDULE ttL�E7GiE637E�E:i�.fSiv7t��tFa7', �OCi�E17®F3�+iQi�iiB7(®0� TFiTi^'!^2 i � Ed7E21F3i61E3E➢iiBi�(�iF�t®EMI • -T*'TL ail B ==1111111it"L.MDi Iif i�EiEE3E iE7Eii. 1®ELii®E:D70i01> ..... �ti7t:7E�iQitF-�itg�E3,itLiRit�i�3E•7t' . �aT^•c,T'7iFiit�Ti®�C�7�tt""s'�C1��tE'iE"17! �Er^><[rE"'�1 tOtF�it0®Its®(t®ElA70tN�t1Ti tIO �till�i F�tl(��2itF.itt63[:-iES� �F�ii©D F'3 C,inLM9 L1* 10 W kl> trS S l Y D N 9 m a W W 0 i SANE SNPWN.M! /At' NIMNUN.11DwANf IJYnS eAsm fNJ ANT tTA+a1MMON OF M(X,NnN6 TA 140111E AT MI04 Bonn. J*Mp, Lv-m IPA THAN IMOS! NOTED IN TAPI3 APO`l-1 W, 2, NO MIMARaN.RM "L is Rvois a *MEN iMiEl IENGM. IS mm-no MAN -1 wm Moo aeSPernve NnInIMnG caaNMAntw Move 1 LOB t1 w"ovaB "TI IS c ALL 10"t" UT IIOLr(t3 !M rAY4 ANOv7 w,W MIX LLU MITI OF I. nOi V USlO WRAP PYRDOU7 NOIMRMG GpN0f710M6. 4EpVPRp S3MMTIDM iNOM 0.A56 S.WaI Ft.tt OFT I. r 0 . TABl1 ANNJB T[f P➢TH d Da WRMfM Sf1Td m174 AMD v411[IS a BmM WITH. 4MCE tWRM t SN 2.P1 fAS1_w •h23-bN4, OC Z 1. M s O Y' MIMNU„ U W T tat BARON C1D911PL3 A9J a win LW L 13NE lit Or MDPnONV W Q DTN4NG PPA PFTNL'N' . `HMG Ater NU WITING OONOMON L•Ow'n IN iM[3E OMWINGY I- I I OPTIONAL INTERIOR FASTENING DETAIL N.T.S. t MM� tW�.• f r Tr 1M5T4ll1L M InlFntpN D W 1D4t' RIVIT UW DIA PqM N'•MRI'NI611Mt 4ue1W ETIlaw7 �a_Ge a'�� hamn a 12K,Ep woioe%: a llr IrnNN Ean ti i 11 TAORMVMT l4TIU310N Ip ADMC4M 1 IAMii ��II c ' " - - p w I CONK TYPE A4 REQD (BK uRF 4�Nll5.T ■ E.CluIGCUNUITF "GIJUWBLafJIOR 6 Aa MNIft NNE IAGIYFMINAMCigP 20`315 W.lOp ERPMIM6 4PapNOTABIE, w FAIT. wJN. Aa+cENTTo fT.Rt56 "ATC11 /GROPTIONAL EGRESS M PANEL DETAIL INTENIOR FASTENING Al 2.35D' 0.099' Jo-22 7 DEC,6o" 4,14 sluux ('l•?0094" 0,750"u.u: fi25" 4 - 0,094" 'N^N '44�, YQxf i y o*Ng s� '$0,094• & ,494" " T- 121Y'I. IT $ In 1eTYfA q 25 T _ID 1-B3LY t.93D" m r'0.062" 1 .�{._D,p52 375f, " p -1 TD.12S' 1:35 630° -1 i0001 YA52". 250"-12,000" I-- -.� 2AD8. � IMP �;121' 1,160" Jy1'H' VEApER ©'U` �Apla s:.YUBp�OUT V HEAOFF I I IQ 1.IL 1.560"I--I1S6rJ" S1D 1I'3 390" MAXMAX.y05 {.-j��7t�TE,r, - r0-.C313g'2 0, 0p I t •"iI I I A L79" l-ti I('6.655" 4,15"�I I r046 S5" D 376° yI A' ryq,�2 0:350", .33" -(: 1 6 la t2.500" PANEL 60V -PAC ys- y&,• Ol 190" I 1 ru•b55" ". 1.007" a 14�875'RARELLEN n �--"'" LCG' r0,549 tl:54150' 0:'A50' D.CSD' i �• Ei �J 'RY.P' �� 0.09M 4Tr��xlmvlN 0� 215•On �•F^ tp�ct 0RULD-OUT'i'1RACE R 0,957" J . � (01.3 1-191D5` - -4' I 5� 5" Olf iZ LG, L1ry OIRCCT (4'1.: __l L'YI T�•-3.ODD" D�.1y2p R'p- 71Mt� P-l'`.lY TlelN( EEXIENRD) 5 LL3R i. .' tr^.ate Ydu IA'f' ANME - fi 1.000" ` ^GN" cTs =v:[ avant+ q j OVERLAP 1 _ 7`I •I. 12 PN ]N ti} E➢CE L3 X f [ - 4'MAX h.. GBANBttY03URFDETAIL i /4-,25" MAX. 0.1B6••j- ITC-rJ-c- ,2-r Max. L� MAX' -''VTTT rTTSTr.rrr drl:zr nrx • �Srn�PIVOANe•In gU1LD-tWi g1..rn- a 3=ranc Ln- LLl WNI1a11 IfaOMlRH Ifr IAI, GVETANCE 'Ihrull .p .�TRFM 1 v A'141 Y. r. A,. W".5'NrfP l-TI a1OAAf nrrr L-1,000' Q. -. _✓. PILL' Eli" :1[t•`• � T 3 A 5, - NI • '. ID' Aa 1 X.: KD - ET+6ED S D00" 3.920" S L OVERLAP w ,"•.fa4u I1) e A-d a,L1Y.CY<4a " f , ( Ter( MAX 25" MAk �.w l (IIII MMJNI LIJIWINI- ). All HT6. 1.STXF a LEa f-a la'. ,Ey1tA MtN 5 �1 :1 LL+LI -!L 1•SOD' - 1--11 - N 'i+l aY l!:a Mil Il Tp ei_i_tiiJ..x 4'MAX, I MINO ; 1..2 ttiMlta.,'+x 1-n.alNY✓-• Y lY'rAV,7a F ,:rt it I.9A>Y" 'AKd.L A6hWERLL091RTEL TATI .EMBED if•r' .N{HD'; MA-7,1 .If. kll st YY /1Tw1PMWNT CWBUPE D6TAIL � I'l19'li [r'.m i7..v ■�YSY �� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANE- FASTENERS ® 12.5' O',C. 2.5- Man! DISTANCE aYCYOR PLAN Dame wayswQ TYPE SPAII UP 6'-6•. UPTU T Sit-14" -coat TYPE 'CA C2 C3 C4 coax TYPE Cl C2 C3 C4 Derr T4'PC <4 C2 Cz C4 1I 1 WOIOm 3A 41 DM+A1ruLTRUJn1 AI IrLa.s .�,.frxl ill A :! 12,5 16A I47" SA 325 16D' 1 d2 618 1&5 16 ,0 a] B 1 2, 1 5 a 16 1La` a 0 5 11 1 fi A' H 2 6 .5 12N 1(5'- 12.8' 18 a 10.1" 1 Ba 9:3' & 5 .3 1i s }23 16,8' 160' B t S1- i{ 3.4" to 4 ' 3 25 16 0" 6:] 16.D' e 1 -54' S " 12.5' 36 a' 1"• 1L 3,A 125' 36A' .l" S.4' 125' 16.0' Al SA" a a' MHi iI 13 I Y dT "WAIT u LTRAapn 4 1 l I H 72 ll. S' 7fi a' i6a ' 1 O' 6 1 .5' 3 6,6' 15.P 1 B" 7 1 2 S' iG 1.5 O''16A' HIFIB 9 i5' 72.3" 14. 11 Sri' ' 16D Il 8 B. IL 18.D 11 9-3 16'r 13.8. f 12S la.fl' 179' AS 5 la. 1 '➢: 1I,5'- 26.01' Lis'GS• 115' 16,0" U3 a A! 53.Y' 16,o' 31.9 93" � I)4'rI//II" FNRH1 33 .Ul PAlNT840U0 SET M.v.v -a :z1✓:1 41 4e Is,Tagl" S2 741(5' I .9 Saar I a' IBa' 12-]' IfLe" 13.4' 1Z 3" ISO- SI D' 119 " 12.}' 164' 1&0' 13.6" 3L5" 14 D' SL6" Tax- 119" 1B.D" fl.S' 107" 12,5" !' 17, ' 15,01 15.6" is a' 14*1 1" 1 -35 2 125• ILL is ld 0' my, I S' L lab 12.5' 10.6" !" W 160" 12! 16 0' 32 6' 10.S• IDS" P 16. ' 1 S' 10,67 - 12 5" D' 1L5" 5" fi, " 1 E" SQ.fi" I W I a r - W .MerU 33 IllWNI IArE NAIh 48 ]K 51 72 2. 1 S iz.s' ` ] 1P, as Se.a• SaD" Il Ica I2:!' Sea' VLSI, ie.o^ Is.D' SLr•• 1.A f 2 � 11,41/2.51 Ill. 1 D le.o" ]s.6^ 31 P' 11.1•• z ]" 1 . 18Dr ] 6A 1# 2.4" ie a' 33.5•' 1 12" 12e" So-e" 1 T S 1 2" 1 3L 5" 6']6 1 0 33. a 2.5 D"35.5"1, 1 16, 1 Y 12S 16,0"15 5 1 .2" 32 ` 36; ' 1 ' IL 5" ' 5.5 1 3 9' 6. " 5' i 2" 2. " 13yGB DLETANI� 3J1411_W0,0FD 33 IN INN 1111 IRN:nY 41 48 q� Sz 72 IJa"e,-1J.•Iwlnll 33 HEWN 1111 IR.Yne 41 48 32 625. a.3S' 6.25' 6.23, U. ]2. Y' 10.3' e.3" 11' .6.s'. loff. A.S.e.T 13.V' 6.25" 71` 'AS eiS' 1E. 636 a2! 9!" 11'.251 6.Y` IA. 3" 9. d2 S' 6.25` IS J" 10.@' 1S Ol" 1S a e 6,Li 9.2" 623 e. J' S. '� la"rI-I N'rNNHI 3 1 1 7 SS.7APWV 41 49 52 M-'--! 72 13,5' 12.4" lea 7,S^ T.3 iS,H. 6.0" 5I3 .625 2 3 12 5 lire' s SD" - a 2 50.8' 4.r.4.0' 625 8 A. II.A" 4 S 70.7" 41...A D" Sb3° 133'• 3.1" x0 a23' ]A7' SL 40" 6,15" 1. 1- 41 40" 6: • 1313• 4A• q.6. 5.25" 1aJ 4 .0" 6,25' W, 41 • 4D' A25' .7" 4.1' 4: b2", 0.7" 4A' 4 -6.25' 10,Y 4.]' 40" O s IW I11V1H 6r11 13 ALL Paz" soLID on 41 49 BM.y 32 ii 12-5'16 a'141'1}3:'123"SE.4' 97" 7 ZS" lo.11' .7". 7d• 12:5' 15.0, IL , a] 1 5" 26,0'. 7.9:1 ITA01 1215" LED" 7,6 6,9•' 12S' 140" 9.11 7.61 125' 16,0' 77' 6.2' 124" 15.0 77" 6.2" 12.9" ILS" I8.01' iLr 73 18-07.7" a2 12 f ICU 7-7" 6.2 IZ5' 121' 16.8' Tx ' 12.4' 150 7.7 6.2' fs.a" I.T. or 1JA" x l rJ4• mew 33 urwNl M.E,eA'. 41 48 Si T2 12.5' 16 a' 6.4' 3.9 6 23 51.3• 44 4.1" 6.25• 10.3- 4 0" 3.7" 12 13.4' S.2' 4:3'. &ZS' 9. T' J6" 1' &25" 92 36" 1.3" '* 11,5' 4,4' 41 625' 2" Y3' 19" E26 9,2" 3.S' 31' 6-21 a-2!•" 11 " 4.1' B,e" 92 3.5" 33" 625'' '.1- 3.5" ]. " 6.1 " a21`B. w,2' 9.T' 8/4- mGE t3ESTANCE r I' MM ae=. ANCHOR /REFORE TYPE I:MIII Ilr I •fir to " HI" IF 4 IULIIr CONATTIM! Watt TYPE Cl = C3 C4 LY CI M C4 W1tIL 7T►! Cal Cl C3 C4 V4.,r GORED 23 u 49 52 r2 1 6a 1.0" YD12 � SADI D 7.57 125" L 6.0" b 67" 1N.a Seo" r5. z.s" } ]b D lsD' a 1 12 S' e:']_ ] 0 4e aq" 12.5" 2 40 16,0" 4-S 12. 16,0 14J" 6A• 12 5' ] .o- 14.7 6 D' 6 11.5° a2:S" 1fi a 160" 10a 141" 69 6.0" }7 IZ.V 160 I60 1; 7^ 6.0" ]475.0" 32 S" T23" lS.tJ' ]4'/" H. ' D 1 D S "147' 4 " 0 G 33 WOODSCM104 41 48 !2 72 12.5' t6.1 16 " 10,1 1L 161' 0 17 7,0" 12 T 16. ' 10.8' 6.2 12.S" 7401- 141" 31 ILE' 160' 97 3.6" 12, S' 26.D" W' 5.6` L2 5" l7�!" L251 Y6 O ILO" 1N0 11.1 14.a 9.611 7. 32 S• D a4 Sl. S' 5,6' 12.5' 16,0 160 IC0' SKfi 3 6' P.6 !'6" 9.6" S Cr 12 - 5 ]2S 12.4' 16 0" 9. 5 •' 6 ,B ]x D" fie' Se 6.0• 46' S.6' M -SIC fat B[ - U a 1 D 93 TAPO FM' 41 AR'C 46 'r' eagNN�YNN► 53 72 12:5' 12, lb.a' 1 ,a' 13, 16 1 12.5' 1 .T 2 36,0' 1 6A 11 9. ' T 12.5" ]2.5' I640' 10.2" " a BID Z' RIMINI 12.5 7.2,5' 12.5' 6 SL4' Ifi.O SOS" ITT 91" S2.5' 1L5" 12 .S" -,--,7'9,1 16,0" MIT, 91' 1' 22 ' 124' 12 ]B4O' 9.1' G 4 23 PM/N. MI HINIK n' 41 W D WD 00 ill AtT+P ; � 52 72 L2,5' 1 . :3 .S' 1 S.S' 6 ' 3.1.• 12.5' s 12. 5.3• 4. " t i' lea' 9R" 3.9 I2 !" 1d.3" 9a" _]' 4 6.2 5" t2 .5' 15.4' S.9" 5 ,0 a23 33.J' i.7' I..Y 6,25' } 2.3 629' 123' 4,7' 4D" T.25 T29' 4.T' 40" a 2i' 123' 4 T" 4.0" a34'. 12 3' NOTES: ANCHOR N : O S 1 ANCHORSCHEOULEAPPLUS TOALLPROOICT6 CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIHUM ALIDWABti ANCHOR SFWQNG, MAXIMUM ALLOWABLE SPANS AND PRESSURES iNDKAI"ED 1 N 8PAN tAi1EDULE_ VIT'I'm 2 ENTERANrHOR SCHEDULE BASEDON PANEL FASTENERSPACINS, THEEY.TSTEND STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LLMO GREAMR THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GWATER TIY1N OR EIRIALTO SNUTTER0.5PAN.5ESECr CONNECTION TYPE BASED ON APPROPRIATE MOUNTING WNDITEON (SEE MOUNTING OFTAILS ON SHEET 2 FOR.IDENTIFICATION CD IQ IN TYPE' . OF N•IECT N (*1. 'PANEL ITSTENER ANGLEm ARE, STUDS USED 35' O C PANEL FASWITHNERSPALL A LING TABLE WALUE F C°F'-iRAIX, STUDDED AAGIE, ETC) USE 6.25" O,C PANEL FASiENERSPAC3MGTOBLE UALN�S FOR ALL'u"-ANa ^u•-HEADERS trxLUDING SURMU7 toN`n` 4 ANCH0A5St16.LL BE INSTALLED IN ACCORDANEW[TH4M.NUFACTURERV REOJMMENDATIONS. S, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO A5TM C90 WILOCK. fi. MPDMUH 94MMM EW SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMOM 6ABE Hdi EDGE . A E- DES STIR N M1aSI U FINISHES AND E DLTE NC /4" M SHALL FOAM aR10N. AND7OTHER WALL FINISHES WALL TRANSFER LOADS HOSTTE4UCrUR"NqK OR EJHALL BE VERFffiD BY OTHERS TO Af]EIjIlATOiY TRAN6FEt LOADS TO HOST 5T4ULTURE. a, CONCRETE ANCJHOR$ NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACITED CONCRETE ONLY. 9, WHERE PTISTIIMG STRUCTURE 16 WOOD FRAAGNG, EXISTING CONDIT1CN5 MAY VARY, MELD FYTHAT EN 1NT0 DE ODD NGMEMBERS, YEHU FAST ERE NEE A C1uATEW FRAM1 NE)T PLYWOOD FRSI'911NG TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED M CENTEROF NOMINAL 2" K 4' (MIN,) WOODSTUD lX,° EDGE DISTANCETS ACCEPTABLE F-OR WOOD FRAMING), WOODSTU DSHALLBE"SOUTHERN'PiNE"G-0,55 ORCREATER DENSITY, LAG SCREW SHALL HAVE PW LLIP5 PAN HEAD OR HEX HEAD, LL- REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -FORM SO.ID-SET a BRASS BUSHING L2. MACHINE'SCREWS SHALL HAVE If2"MINIMUM ENGAGEMENT OF THREADS INTO THE MEE ANCHOR AND MAY HAVE ETT1IEP A PAN HEAD i TRD55 MFAD OR WAFER HEAD (SIDPWALE 60LT) U.N.O 13. M_VIMUM 94BfDML4Nf AND®GEC45TANCE k'XCLUDE'6STUO00 OROTMfR WALL F7NL4HE5, 14, ir DEsiIGNATES ANCHOJICOADITIONS WHpt91ARE HOT ACMPTABLE USES, IS DIRECT MOUNTING FONDI710116. IS LNM INTERPOLATION ES Wr PERMITTED MR USE WITH THE ANCHOR SCHEDULES WSTEI ON THIS SHEET. fill ^�^J' ^W W O N Q C O O .� Ca U 'a 0- CIO C C O (U Cn O C O O Cut = 5CU O U_ Q� L_ ii ^ u PFA PFAA r N N O N E� 'O W U s c3 m N V3 � x �' O a_ in ,a N Q N Y 3 Cu a= d C > G/ c Q C= 3 � ie = 1" 4 S2 U OS 4 C a co •ate CD V Cn ♦^rJ1 AW`) W _4__j U)) CU O Cn U O V/ CIO 4d..d LU = Q Z Z Q J SHEET NO. SH 1.5.