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HomeMy WebLinkAboutGarden Wall Way3 x m LO n N LO v r rr V) a 0 0 J rn 0 0 t N i m rl- LO N 0 O cn� 0 0 0 J 0 00 0 I L0 v C cCr 0 Q Q O i a E E 0 S 0 v c J t U O vl U N 0 a 0 J N 0 �i 0 0 a N N N 0 0 a m v 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 orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. 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 BILK or BILK. 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 IRS, 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 KIWALL 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 ILL 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 TO.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D,S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev, Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. 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. Fir Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. 2575 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1_1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS - S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PAII A 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. 04 A.. s• c Rc�C-4 1-4 sac VI DEC 2 0 2022 i ,, "'o�e�,gretttttl!ttt►►/.0,0f R .�. 0.1 l.. Z J _ kIag To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. , 0 W 0 3 V . m m ® �0 r H " cr) v Q a L L a- LJL a a 0 0 z - o _ CCc o 0 LU W r°�pj6' m Lu IL Z LO M Z Q J N (5U Z 00 W z N M o g z � N N M � z CD _ O W N C �.. (N6 Uin U •. c W _ E >- J U o U) c Q LO N 0 o W M o� Z E =o� oo IN a E O a Z® w r I— r0 d E x 0 a a p o..i ; O a z N wO ado Ww L rp =- c o2 U m� O ZLL Z Q% J .m < a QW z tp rn 2 oa LLLL go a �� W ao r~ a� w �3 0 S �O J o co wF a= CO V p Za O U3: O rn LOrn LO Q cu CL O A� C 3C r m 00 L 0 LI -0 N t� o Liz CN Q 7 z �Eo Z y E T ui c a 0 U � Q 0 c � JOB NO: 22-08309 SCALE : A4 NOTED SHEET NO. C S - T_ I I 1711-F-1- 11 lif A F I I d L-1-k 1­'� i -v, m LO N Ln v Cr .a a O 0 O D7 M 0 t 18 N LO u7 rr r c 0 0 O O L0 Cr 0 3 Q C- E �2 N E O x v CID ti E UI N u a� a E 0 t5 J N r7 0 ci 0 0 d N N 0 tz m 0 TYP @ 2 STORY J S6 VERIFY METER LOCATION WITH BUILDER I I II iv _ _ N16" 5-SH DEEP opp- SD3 VERIFY LOCATION - - - - - - - - - - -K - j �< z4 OPT. - ELECTRICAL PANEL FIREF. -pa 266 B.F.2x6 WALL I I I 11M >w: 80 I I 1 I 1 I 10 M 14 I l l 2 68 _KITCHEN 10 �b� -_a-H1 OA8'-8'T --1 LG.I �- U_ cv I I I tY 10 I I I I l 0 I iz I� I CC I I o IC) i r- ---I i 3, 36 36 .3 S3 I O H I I w l 10 �----=----� i I i i I o �0 0 _b� L] I_I EDGE OF SLAB 2" T b) I I I I I > 10 I _ BEYOND WALL I I 0 I 4'-0" 6-2" 6'-6" 4'-10" A 20'-6" 1 ° r 2 CAR GARAGE 1 I 1 �-- I I DINING ROOM 8'-8" FLAT CLG. AFF PATIO I I I 8'-8" FLAT CLG. I I I 0 CARPET BUILDER TO PROVIDE I 1 ' ENTRY 9 O W 2'-6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC I I D I I I I 8'-8" FLAT CLG. �o 0 (3)2X4#2SPFW/ I L - - - - S3 -- - - - ( I AFF (3)16d TOENAILS CC (3) 2X4 42 SPF W/ N iv @ BASE S3 (3)16d TOENAILS <V - p W.H. @ BASE ilt (3) 2X4 #2 SPF W/ I 2 #5'S ( ) (3)16d TOENAILS @ TYP 2 STORY BASE `� `� `� zo FOYER @ :1 0 01 3068 `' j J 0 T O1 0 (0 8'-8" FLAT CLG. O o S6 tJJ _JiJ TILE I q 16'-43" 8 3'-8" 3'-8" 3'-6" 6'-0" 1 rn 1 N 2068 B.F. AT 7_4" -a- - - - - - M 1 _ 5-SH 00 r _ _ _HDR I (2) #5'S � PLUMBING LINE N C, OCl) rn GG 00 FL O G N TO SECOND S3 7' n1 WD FLOOR �I �o (3) 2X4 #2 SPF P; FLAT G. FLEX FAMILY ROOM W/ (3)16d „ 8 -8 FLAT CLG. TOENAILS @ CARPET I 8 -8 FLAT CLG. BASE 12 = OP CARPET 42" SLOPING eo r HALF WALL ° 11 "' M A O FLOOR G.T. 10 o- 60 - - -LL 1 1 21 31 41 51 61 1 19 r AC PAD E((!�ACD Up I I 16R I I I i I I I I I MOO I I G `, I I I I i (IS3 I I I H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 4'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W11/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2,0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20 X 381 18' X 374 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18JX717 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38i 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 s 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 381 52 J X 37 i S.H. 34 54 X 50 a 52 J X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: %4"=1'-0" GPnprgl NntPs R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6, Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above .the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 SEE SN SHEET OH SEE SN SHEET PH*6E1EW NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION jR-11/R-13 (GARAGE / LIVING) KRAFT FACED - w- ,? L <c ca L a CU ia3 �- °7 -QJ c� 'QJ � o 0 r OWN' n cam` €:3) __J CiG `� •'• 0 •• si a e. ES�O F;kts4wl"' 1% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature. and seal. Willa M a 8 is � ��Nr N U0 O = N u)i�r- ik L QN co V C J LL � LL � dam 6 ,n V J Z D" o mo 0 5 W ��QjO' m w Z IL Z N OU a W 013 N z M o� z z � � J - U) M V) z o 4-1 cri t'CS w V � 0 W o t/1 U c LU E 3 i I =� Q m �m �z W M z o ¢ U_ :? E E w0 ¢a Z® od M o FT _ �0� 0 00 0U o ° ¢z O E o ¢o a yam-. L r� C Z m� O K O 0 0m z '¢W -� ° 2. z rn C N a � F og o¢ E O a �w ¢p �Z' =3 CDwa C >O a 0. C O 0 i > LO LO cc ` 0 c J O r C:) J � � r W [b L l O 0) !1I N LO N N Q r r m M E 7 O o T 2 _ C a 0 Q p � JOB NO: 22-08309 SCALE : AS NOTED SHEET- NO. 1.0 3 m n N LO v to Q 0 O 0 J 0 W) 0 I x m LO Cr cV CCf v U) O 0 J 0 00 0 I 0 O 3 f- Q N v o. F2 N E 0 2 v c c J +v LZ V 0 UI i a 0 U J N Li. N N 0 a 0 a \ r 0 a Mm \_2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT w U I2x8 #2 SYP JOISTS @ LANDING w@ 16" O.C. w/ SIMPSON A35 J I CLIP CR LUS26 HANGER TO U I LEDGER 2x12 H R. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) 6 CONT. HANDRAIL 5 �4 Z3 J' 2 1 TYP @ 1 CORNERS D2 U.N.O. R&S - - - - - - --- W. I C. 3 8'-0" FLAT CLC1. D2 U)l 06I i T I I N I TYP @ 2 ST R) I J I S6 I 60"X36" SHOWER J- EXT. WALL FIBERGLA TO BE 2x4 #2 SURI OUN SPF STUD j 16" O.C. U.N.O. 3' 6 H3 D2 05 w0 M 0 Q THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 18'-8" 8 121wili,violA 7 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. 16 15 14 13 12 11 10 9 REFER TO SHEET (ST) FOR MORE INFORMATION 25 SH 6 H1 D6 EGRESS 1 I J S6 O o M FIBERGLAS SURROUNS I TYP @ 2 STORY i B DROOM 4 tP �- 8'-0" FLAT CLG. CARPET 3AT- I 1 05o I� t _ ROOF G.T. 13'-0" " TILE _ _ z' 6'-5z' 2'-4" _ 4'-22„ o -� TB 10" 4068 B.F. M- - - - - - R&S • �1 V • C• 16-8" OWNERS SUITE 8'-0" FLAT CLG. - CARPET TYP @ 2 STORY (2 S6 v 2'-3" Of 2668 0PANI III - r3&'�.22" I 1 ATTIc'�> L J .6I m y �i oo 10 I o I 10 T-72" v Me LO REFER TO SHEET (ST) FOR MORE INFORMATION 3 H' �I O19 o `° BEDROOM 3 I 4 8'-0" FLAT CLG. = �H>2 D2 CARPET od og Cr...... - - W CV 0 r STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosin s at treads landings and floors of stairways shall have a radius of curvature at the nosing not rater than 9 9 Y 9 9e 9116 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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 direct) above the to riser of the flight to a point direct) 9 9. P Y P 9 P Y above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or g a p 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 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. rIN r rIN CONT. HANDRAIL RETURN TO AWALL DETAIL iSCALE: NTS SEE PLAN FOR LANDING DEPTH r PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR FC03 @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. 3' 2" 7 3 F 2x8 #2 SYP JOISTS @ LANDING 8'-10" STANDARD @ 16"O.C. w/ SIMPSON A35/USP 3 ° () 2x12 MP34 OR LUS26 HANGER ON o STRINGERS w/ z EA. SIDE °z SIMPSON A35/USPMP34 4068 B.F. T CLIP TO MASONRY OR WOOD WALL, FLOOR SYSTEM OR O SEE PLAN SIM w/ `l' 3 LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY ------------- D2 3.5" x 5.25" Z WALL) CONTINUOUS LEDGER (2) 2x HDR. d PL 1.8E w/ (3) 16d NAILS @ 16" O.C. MAX. REQ'D @ END OF FB = 2900 w w TO EA. STUD. ((2) 1/4"X3 1/2" LANDING FOR n 13'-72' 6 D2 STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) a:H1 O� BEDROOM 2 0 N 8'-0" FLAT CLG. w CARPET 761 COO GENERAL LANDING FRAMING INFO. L_� I I I SCALE: N.T.S. 9'-0" MAX LANDING LENGTH I I 00 I � 1 ' I I a LN LOFT 8'-0" FLAT CLG. CARPET - IL H8 6 2:D2 O J. CV TYP @ 2 STORY rT11\ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 O 2 - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 X38J 18 'X 37 S.H.20 14 20 X 501 18 4 X 50 S. H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 $ 26 x 37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1115 27 JX 63 26 X 62 1/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S. H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54X38J 524X37iq S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. unr RFV 1n 1 9n ( AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. H SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 B +29.7 / -39.7 © +28.3 / -30.8 © +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" 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 1113 111 FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA 1093 1489 2582 427 35 3044 INSULATION REQ. 1 8 LOCATION R-VALUE / TYPE -0" EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN ELEV g 1 EXT FRAME 2 x 6 R-1R-3 KRAFT FACED CONDITIONED CEILING 0 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED SCALE: %4"=1 r-0" (GARAGE / LIVING) N cue � c� � W , fO co > C31u- `n as o cv G 9 r z �' •3 w c E o J 0 t/tt/z/ t�Sjfit�tt111111 =" CJ o •�" r a ti 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E o 8 e+ V C5 N Q �n°°w m fA ENO J ry ej ('7 •� � � isi/iCL �6 LL LL w J Z, Y a 0) z It E � m 3:0 yW m w i coLo 0 Q J LL N OU 5 L) W El El z N ch o z C>z iz � Q Q J l/) z v (D o Id 4--J� Id � A U 0 g JIM W p �.r N �- rn U � I zip. W MEML F - _ E - MIwo 8 0 c _0 n 4 I� o w M M ¢ o Z Q r_ 9 E E 8 WO o� Zo <� ZB I- X U U �U p 0 -73Pa< O CV � WO <o wz f1 � W� . N C z x m0 Z' Z(j N N -r m Z <w .z N R oa z -0 m w oLL �W ti3 C7� �O o Ir m z< a 003 y O I..V LO `n Ca Ca H CD T J O O Y M W al L0 4-1 0) Lid ( -� N o LO N N Q T r m y'_ \ Q o Z r �'CU C U J Q (] J JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 1.1 . u t9 5 cn LO S m n N LO v a O 0 J O W O I m r, N L0 L 0 C Cr r) 0 Q 0 0 0 IM O I O a O.. E H W m E 0 S v N t7 10 2 15I 0 a 0 U J 0 O Cl- CV CV O 0 m 0 0 0 0 0 M KITCHEN ISLAND O 60 VARIES, 2" LESS THAN CABINETS BELOW le I K c? 00 cri 0 (V 0 M KITCHEN o F- M MIRROR O OWNERS BATH MIRROR TUB/SHOWER FINISH PER FLOOR PLAN FE] NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z � 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a > / ON BATHROOM WALL MEDICINE q _ SHWR. o _0 00 I VALVES Wo CABINET TOILET Co SOAP00 PAPER o 00 DISH U HOLDER U- � Q �t o r o> cL > o M O M M co co co N T U B FIN. FLR. BATHROOMS, SHOWERS AND TUBS 60 SINGLE ROD CLOSETS / LAUNDRY 0 N KITCHEN O EO INTERIOR ELEVATIONS SCALE: 1/2"=V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - 0 COUNTER TOP 30 H BASE 0 00 `Q O 2x T >- Lnr 00 FRAMING F- cO CID 1 /2" GYP c? BOARD — T FIN. FLR. SHELVING 1'-2" CABINETS - � r N N N FIN. FLR.. CD 0 00 G 00 F- ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI SCALE: ,,z -, o �.s o C= coo s eo o Cl) w s� ._- cw w �;xlcc �; cv sm 2L o GL`. ca 'o .-� N e J �0 N �®ems,✓dB�v �►' �w;� O � � � t0�� 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. a 8 � ci N U) cn ti M Q V M � 2 at $ J C LL J Sz cc LL d Z W w � Z O 0 � N4 s 0 Z ILW ��6_j6' m w J LO N Z Q ZN O U U .0i W a0 O Z m N z � � J 0- N 13 N M z o C3 ��� W m �oM owo I�I ^ v ' r N � U W J ...,.. By p Ea m _. N zl� U 0 Y Q m N O� O W Cl) M wa o� z U- E oo y ¢� Q V E o z® oa UO (O t- @ �0 o C"i a Qz w2 nz U) o O LLo .__I m °� Q W z Q a oe � go d m W � JW az Y K O O co F r0¢ a OF oO = > f� Ln CL (0 r j O O J Y � Y r m m LO t— +-j O O N Q T r O o z co z 7 E (A t0 ca a U -j Q 0 � JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 2.0 4 r bo T.O.P. - DR HGT. 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F13 F1 12 EXTERIOR PLASTER �5 ON FRAME _ 1" x 4" SMOOTH --FLASHING-- --- TEXTURED —TRIM /BAND SCALE: 1 /4"=1'-O" CIDCD(2-1 AQC CLJIAIf_1 C LEFT ELEVATION - 131 SCALE: 1 /4"=1'-0" ------- T.O.P. ------- HDR HGT. 2nd FIN. FLR. cn�v ------- T.O.M. HDR HGT. FIN FLR 11 TLNTRY COLUMN DETAIL SCALE: 1/2"=1'-0" REV. 09.24.21 coe C cv a (n CM M E � c� 2L ss. sa y E ow a 0FE3S1� 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 W AN Amh Q d E O M 8 ¢' V ® N O N W Or) r (A is Q Qj M V LL # u W 11 0 JLLLL SS a _Z - C» a L @o W NO 0 O Z LL (0 cj m � ClZ Q J Z N OU U W 0 co ❑❑ V M � z N M 0 Z z � � Q Q o- ,o N TIM N M z � Ci o W LL CIO w —� O N w o c (J 6 W J E L 8NO t S w Q w m 44 o O J w coz Ch p z z G f U- E o w� Z® oa I— XO ()OU 01 O E O � a ¢z ao � J d ro Cn C C or O '0 z, z Qi J Q W 1z N rw o� z gz IM a �w �z 0� 0 O CD u �< ¢ a O~ 0 C:) = LOrn LO Q C� H C) (� 0 r 0 T m m L+ , T Q� � 0 TT, V LO 0 cr) N N Q T T N E ~' C C) 7-1 O z z E T— E m a " �? cc am U -j Q p �_c JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 3.1 1-1 -1-1 1 V - --F T I T-F-- 3 S n7 n CV rn LO v O O J Q� 0 00 0 I N CC m LO N L0 C Cr O Q 0 0 0 rn to 0 0 I Ln v O Q1 lY 3 Q N IZ E N E a S `v c J rn ET- v N i 0 •U J [Z 0 N 0 0 Q cV cV N 0 CI Q m v N rlco 00 bo N r- i` bo A 00 bo N W- ' T.O.P. _— — HDR HGT. 2nd FIN. FLR. - - - - - - - - - T.O.M. HDR HGT. FIN FLR 12 5� 9' RIDGE VENT 12 5[::::� 12 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME REAR ELEVATION SCALE: 1 /4"=1'-0" 12 FIBERGLASS SHINGLE 5 INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 t— T.O.P. --- 5� — — — — — — — HDR HGT. EXTERIOR PLASTER ON FRAME 12 25 SH 2nd FIN. 5� _ ---- -- ---------------------- -------------------- FLR. T. CJ CJ .O.M -------------------- - -- 1'-0" HDR HGT. _ _ _ CJ /WEEP 2'-0° o TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIN FLR RIGHT ELEVATION - B1 SCALE: 1/4"=1'-0" REV. 09.24.21 } G QLe L9 G..1 N Cyr S U7 i {G O ®.. O Li a-. ���'� �otbgggqya199itllll,' eoW �S E •••• J •G o < GIVE ROFESS\oa?\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �dE co 89)m® N W Nrn r� a-NN O CW -J2 L WJ LU- 55 w D_ aY� Z f6 C O) o o FU NW �pjQ' m�. NN Zz U < U oa M c�- Z N � 0 0 Z cOm o Z o Q J — (Z � N N (rJ z a v0 +,�� w c �ca U OLij V) s G 04 r rn U ago M U 'o N In-, U) d ®� O W M O 5 U- E g n �z 0a h- f6 XO O ¢ C)O 0. wz CV wo O ro C ao oY Nm m� F o Oz N J ¢� Qw �z to a W W U W �0 sir o aLL W w1. =3 1 0 ° CO za a o� �O 0 = L-0 LO@ rn L Q Q Y � Y T M m LC OI r � 0 .� o LO N N Q T T E 4-1 j CD O Z ca Z E T N c m a.0 J v Q 0 c JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 3.2 3 S m LL ) CV LO rn Cr t 0 0 0 J O 00 0 I S G7 Lr) Lri CV 10 ID LJO v 0 O J 0 00 0 I Ln Ln O C -Z Q O_ N E O v J Cn LZ 0 0 15 c 0 i U v 0 o_ c 0 v a� LZ N O N O 0 0 a N N 15 v LO m v VARIES 1'-10" 12' CAP CAP 2" *NOTE: i4 1" RADIUS ih iv FOAM TO BE USEDONLY WHEN 1/2" RADIUS 2" REQUIRED BY ^ �,N 3 1/2" RADIUS T C° 1„ COMMUNITY N 3/4" RADIUS 4 1'-54" 00 - SPECS. IF NOT, Mla C° DETAIL TO BE 1" 2" OPENING VARIES 2" 12- 1„ 1„ BUILT W/ STUCCO. 1/2" RADIUS N 1" 4" VARIES EDGE OF i �, 1• OPENING VARIES 1'_4" N © 22, VARIES 1'-4" VARIES 1 1 NL L .TN 1 1/2" RADIUS 4" � � - � 2 1/2" RADIUS 3a' 4" FDE .-IN GO M,v cos "� VARIES 12' 32" 11" 31" to N ,,, ,,, 1 ° 1" 1" BASE BASE N 3„ 2 2 3„„ 4 1, 8„ 4" CV 12, *NOTE: VARIES 8" 2" FOAM TO BE USED tO 3„ ONLY WHEN REQUIRED BY a 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" d,N 1 1 4 DETAIL TO BE 2" 2" u, BUILT W/ STUCCO. EDGE OF ' OPENING 1-1/2" THICK 1-1/2" THICK O CV �M 10" 6" 21„ N 4 �� CO IN �m 4 6 W W ,,: 2„ 4„ 2„ N rM 2 cN > > 1-1/2" THICK 32' 2a, _ TM 2'-4" 1'-10" �* 52, 1 -5„ 52,- 51„ 1,�„ 3" _4 N 00 IN 174 _ rC`I,iN Liz 27' VARIES VARIES 2 1-7 rM W �2„ ro TM > VARIES VARIES � _ 32 Q�' C0 3 6" 4" KEYSTONE F11 o KEYSTONE F11 N i iv ��' a �, OPTIONAL T OPTIONAL I eo c `° Rs,. CD I2 44 LD R44r„ s„ 3„ �- 4" GARAGE DR. OPENING 4" 3 4 ' T WINDOW OPENING L 4" 4" 5N 2 NOTE: M • INSTALL OVER STONE, TYP. • VARIES FIN, TO HAVE TRADITIONAL LOOK &SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1„ 1'4" SMOOTH FINISH 14 4" 14:: 12' 54„ 1, 12„ 54„ 2" • FOAM/EPS MATERIAL IS ACCEPTED 3'-8" 7" N 4" T-0" 4" c co Do it cV CD , 1 - N CV W O • , M M r 1 " 2 CV� - "''''I11I::������ GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH coo e i � d � ca- cn a� a, ns _ CM ro t, a CV CV O rt R O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � I W 4 E 8 v00 o m Eo N LO =3 NMI � LL � , LOU ` Z �Z= L LO O2 Z O I W W L co N tD 3 oimrn o W Z � m J u NZ a �n N r OU o Z U W ❑❑ ' Z N O o z N Z o d � N �4--J o LL L. W '02 yy IL O W o V) G �N L— rn C W J t 8 c v' 0 ® 0 N ti O co w O U_ w o � y CL a E U �° ¢ z0 °w t Fm- o aq a= n r°) °¢ ww N � L Q a ro g C _ � U 0 Z� z J m �W z cii N ¢ o¢ z z no ` mw W U <� 0 k aLL < �3 _� (7 J O r o� V z¢a c 0 0 >� LO LO ai Ln Q c� co T c C j C:) (Q CT TT Y m m L r r ,'j O Ln N CN Q r T E m E j 0 O Z Z E T N c Cl- U v Q pv c JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. F 1 - - - - T l IIr , TII11Cl� I � I s.. I - 1 u ,, 1 ::� T11 A n u� :�: w ,',, . WI, L:,L :�l In .l t; 1 u< ,.:,ilii - - r_� I i � n I - v+ m L0 1— N to LO v to 0 0 J 0 113 0 I N x m N LO v V) 0 .a O 0 O 0 O I L0 to Cr t O v+ c H Q N O ca. E c c J LZ 0 V O vl y U a 11 0 0 0 J LZ N O ai v 0 0 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. 150AI200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range #6 to HVAC METER II MO lL 50=210 200=4l0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 ��J// 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 FiF HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT --� FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 5 CHIMES (OPTIONAL) R�q PUSH BUTTON SWITCH (OPTIONAL) HE9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) \� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER t1 ELECTRIC PANEL _ L DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 211 ENTRY 3j1 III i 31, 11 31 5i EN NT Kif o �E 0 3 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAIN FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1 r-0" X - _N ie1 ca - a;. a; w 0 y E C �n O N CV 0 cV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 4 � 0 �m- ��a00om U1 tn_ "L e Ncc k LL i - LL W 0 13 �y M � Z L Y � '@ N m 0 Cq W ' 60 91 m Z L NZ a ILW Z N OU U O❑ t'l M o g z z o J — N M N z C (D W V o u- 4.-J cn W U O W g N Iv^L✓ v ' U L.0 M F- - E I v � � ¢ t o C.0 w M $ o z G LJL_ N E oo � zo ¢r Z Z® oa N F- C g° UO O N aF ° ¢ o o� az w i �o m� Cn � v z 0Y U Nm o o- z F ° �W �z y a 8< z a° a w� �w = K cJ nZ Jz U 0 = � O � uiN1L � UU 0 3 c 0 0 > r. LO O rn m Q a — O (o •— '5-- :3 O Q Cr Y r m m LO r � �I N 0) O Lr) N N Q r T N 2 T O z Z E r to a U _j Q p JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 4.0 rn R -v s m LO r_ cV c 0 Q 0 0 J O M 0 I S tY m N N L0 `v C Cr 0 Q-0 0 0 J O 00 Q 0 tn� 0 J7 C O a N N O_ E E O x J N a� Li E 0 UI y U 0 a 0 U J LZ 0 0 cV 0 0 a m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 01 #10to WH 10 #8 to Range 10 #6 to HVAC METER MO 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUNDjDisconLnectSERVICE BY POWER CO. Cu Ground INTERSYSTEMre BONDINGNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J 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 PqF DUPLEX OUTLET ABOVE COUNTER PE�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 j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) k9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Tq TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL —AMP— DISCONNECT SWITCH iJ J ROUGH -IN FOR OPT. CEILING FAN �4.1-� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEIPT. FC— — T — � I I L I I I I I I I I r--i I I UPPER ELECTRICAL PLAN - ELEV-131 SCALE: %4"=1'-0" rw°t` es C=� aC_ q ro - as .rs ea 1O ea 0 cV C4 0 c� ti 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, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA W 4 QE O M (� 0eCoJ N p 00 C o Z u'S5 p- Z-oiO CIL W�2r-rn ow W Lu Z� dm NZz CO NO O U U W v M z N o 0 � � N z � � J � N r U) V) M z 0 1111111110 Qj o` U 0 c/'1 Ln w Cr (� r cn W — E U o ¢ o �. m o w M O < 14 LJL_ Q. E F wo p 0Zo r ? Zn d 9 � <o x� ¢¢ 0 00 O< CQ C E Cj ra L aZ w o dZ ¢ w C/J C o z Y m O o � Z Z _ C y aw 'n J � ¢ ° z o a N o02 f mw W � 3 ¢0 Qo oz 1k � 00 <F t- �O 1 a v < ° 3 C O t LOrn .�LO ca CL CD M s— :3 O C> J C37 Y r M W m L i � T L0 cV O 7 N Ln 1. CN ~� r (D 0 i\ o z m z E r v; N `m c a- E L) ¢ a JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 4.1 3 v 2 OD n L0 CV LO rn v C v O O J O Ih O I S m tr) r— L0 CV LO tt) `v Cr ) 0 O O 0 0 O I lr) L CPS) 0 rn c 0 EQ r d E F�— N E 0 2 0 0 c c J N v U 0 d 0 U J N LZ N 0 h in 0 d cV Cn 0 0 4 m 0 '-'ONE-1 ATTIC SPACE ,15 SQ. FT. ROOF PLAN - ELEV-B1 SCALE: %4'=1'-0" If . _.c a , co > W O ;e t� C'+ O a m 0 N fO G9 a� Q fB y w O d_ .. v Q) ,t7 09 � sue. G C6 O ice- U O w-� g�p4��,t�1FCi s'• C'\ L0 •o 0C r�trr�t.�L�tl.� 'kjir �f 441 f G r4i315♦ i To the best of the Engineer's knowledge, information and befief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O M 8 ♦� ® CV p 0 O G 0 � N co N n tar-r a N Q CN v)) v J co 11 U' d W Z 6 C 01 fZ co O Z 2i 1. Wr°�pjO' 't O r"j � N tD � � I L Z LLW m ° M z a �- aN J 0 OU Z 3 US 0[] L v M w z N M 0 00 z N z o � N — M c Cz W _ 0 " a-1 (6 W �0 - W p C N°i monk W J L V 0, 0 Q rn o m¢ z M o � < 11 C C zo � zo <R Q U w0 Z® oa f q0 RtUj ¢¢ W0 =O o E 04 @ L az woo ¢o O< aZ r6 c Y 1. U m 0 O z z, _ C J . m <° Q W �z w 0< go W a z W U � < <o T,k o w¢ Eo O od zaT�3 a c 0 O 2 N LO `n N a CL (� r j 0 Q U W m L , 4-j LO '� N C3� 1"� O LO N N Q T 4) N j O ` i/i O Z Z E T rn m c a E U � q p -j JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 5.0 c c d TYP @ 2 STORY J S6 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER 1S AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 43'-0" wz¢ W J Cn 5'-0" rz VERIFY METER LOCATION WITH BUILDER tH.B. t ■ ■ ■ ■ ■ ■ ■ ■ ■ J I - 4E-RW-Y LQGAT4QN : -� ELECTRICAL PANEL o L J: '.: : I: ( 2 CCRY - - (2) #5 REBAR VERTICALS w/ in S3 FILLED CELL 6'-0" 5'- " b I ( ff�= �� w I I 3 1/2" II II o 0'-0" r Cl) JIIC/) -------� I 83 III - r---- L J oo I I 10'-6" ' ' r — — �, N 4'-11 " 1 -f— CJ ■:I I Eo 4'-0" _ III _ -- -- I I I oil I� — _ — —_—= ____ I CJ I _ j1 I _ LII _ I �J -- ------ �� + II o - v o N SLOPES I I LOW WALLS I CHASE I � I TO ( I - ■ : I ISLAND EDGE OF SLAB 2" I ■, i I BEYOND WALL I 1 3-112" MIN 3000 PSI CONC. I I L— SLAB FOR I S3 I COUNTY ONLYNANDO I o iv 4' SLOPE (� 3-1/2" MIN 2500 PSI CONC I I I SLAB OVER 6 MIL Fb in 2 STORY I PROVIDE 1 Y2' VISQUEEN VAPOR I ( BUILDER TO PROVIDE RECESS FOR BARRIER _ ` APPLIANCE PROTECTION CC (2) #5 REBAR ISGD. REFER TO I 7 r �N WHEN REQUIRED PER FBC S3 VERTICALS w/ in I MASON'S SLOPE FILLED CELL o0 (2) #5'S `~ ■; I FOR WIDTH CJ ------- — ------ JrrH/L q o I- --------- — ------ ■ I o `' TYP 2 @ J f I PROVIDE Y2' x 9 Y2 1 4 SLOPE _ 2'-6' x 2 6 x 1 0 STORY S6 RECESS FOR FRT, DOOR ( W/ (3) #5'S E.W. 0 -0 1, TOP OF CONC./ PAVER TO BE 4" ■ : I o 1/8 o I- 17 14" BELOW FIN. FLR. L c> I I : ■ STUB UP TO'1, ; �,:.' :::::: 13'-74' : :::::. : ■ : — WS3S S 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - �ioo 9, ■ I I I 2ND FLOOR : I I FOR A/C PLUMBING LINE IY TO SECOND GG _ FLOOR ;7 GJ' ��_� C?N CN CIIJ r�l, CJ --------- - ----- 19'-0" 5'/ '-46"L �} { INDICATES FILLED CELL w/ 3000 PSI CONIC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5" I 1000 c�, EMBED W/ 25" EXT. ABOVE SLAB ���I�� �'���' "GRADE40STEEL" I IHVACCHASE iv r ■:� J���' I J :■ � l 0'-0" ' ' BASED ON I J — — t I LOCATION 5,4' 16'-3" 1,,S6 C PA AC PAD - N GG TYP @ 2 STORY o0 - — —--------� ------ --- --- — .............. .... ... r H.B.+ 6'-4" Lim YP@2 J STORY S6 5'-4" Z-1 FOUNDATION PLAN — ELEV—Bl_ SCALE: ,"_,..o. CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS "�. REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. •';• . ; �• ., �• ,�• ;: ','; '�_ Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. ' bar lap TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" y o 3 1" cfl, cu u � '> c ca r � Cn E o 0 .off .. .�, ��•� ob .� C--A, .. 0 �• ��� �•'••.,��L •ems To the best of the Engineers knowledge, information and belief, II the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N) w Q �E B Fa C o N o c C100 y m d�1p •r Z M C) J L� W C ELL' � /M1 J Z0 y 9 Oi W N (O o � g °' LL_. °' m w L N Z Q "� �n Z N OU v O Now WIL ❑❑ 2 Q N M z � N (D � o � t� — z U o ru V 0 N �� w o CD fC5 CD U W J too= L U i s N •' I� U 0 Q N o J w co co o z 4 ly Q E z ij o �� � > Z® oa ca 2g ~ o E & 0o g� dZ a .0 <o w2 f6 OY m� F o Oz CZ J G ¢ W gZ Z 3 Q 0< a$ d NF W U <o C7 o <w W 4 �� O Will co 8 2 V T y E2 > N L.L. ' ^ Q 0 nW1 L 0', C Q Y M W m U r � LO CV O N Ln CN Q r T— E io ^ o Z C o E T E LDm ui C 4 U Q p J JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 6.0 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS _ [ FLOOR TRUSS 2x4 CONT. RIBBON W/ .� (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" 3 s m n LO cV Ln Ln tn v- N 0 0 0 J O 00 O I m r,. N Ln Ln cr v V) 311 O Q 0 �O O Cn R CO I A L0 ID V) 0 rn c 3 zQ N E N E O `v c c J N LL E2 tiO+ E c U N 0 a 0 0 0. N LZ N N H 0 0 a cV CV O 0 Q m 0 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 CY16) or 16/2' EXP. 1 OY16) TILE: 19/2' EXP. 1 (33'116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/g' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04" (3x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ11 CJ11 yV/ i a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2'. HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 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 5l8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 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 wl (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 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SIDS 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 wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d I SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 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 (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(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 MAIN FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" N o C C cs tJ C. C'7 CO-om C�4.. In "I o w ca as c' C2 »- Cz ..,. � •�` °' as rr c � ro L) �rA R.�,fLI�'M1ti n. RO CD w {5� ap e ' O F e8 �,:1,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W Q �E 8 W ® a CS _ co a)N Oro 7 06 O # C J LL I\ Y ��LL W a Z - d C fl3 V r10 W _ (0N �2 Oirnrn K Y W Z 05 m J � N Z ZN l7 0 W ❑❑ N M O 00 z Z � Q J 0- an r N M zCzo LL 4-1 chi W Um N w e C in (a �- U W J _ E L aj U � Q o N �� o Cl) M w o z � E �o � }'ate n E S �� ¢z �® o� Co 'd 0 a L) 0 U, a o f N � <= Ww .,�.. t- :3 C < z m Y mo zz M0 J ¢' zz rnz 0, z0 U W JJ d y > L s <o a n Z. 2r C-) - �S CD"¢i W 0 �O co z< a °3 O C O N U') 0 m 0 0 (0 :3 O T_ Q Cr T� Q M W m LO O VI I I� Q '�h N CN d 3 n 6 z M Z c E 4f Co c a U 0 Q p � JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 7.0 Cn -v, m n N LO v cr N 0 O 0 J 0 Ih O LO m IO cV L0 L0 L v C V) 0 Q O O J a O I N LO LC') 0 Cr 0 rn C L 3 Q O E F— E O 0 v N J N tz E2 v 0 C.� l U O .Q i a: 0 U J N LZ N O 0 0 0 a ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or tV32' EXP. 1 (3�1'6) TILE: 1%/ 'EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. A. W/ BLOCKING IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. (STORY (2) HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2"' A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA, BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MT312 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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" MUGT15 1 417.5 _1 122 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-FI3500-M 3240-F LUGT2 13100-M 4520-F13100-M 3800-F (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 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (8) 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY )ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4r=1'-0" . 7 ra3 ` o C= cz- 'Ct m >e LJ-- CA - cc Q +®W. .-.a °',:'. . xn n �o c3 e, i ,. A Z) 0. ..........`�t v To the best of the Engineer's knowledge, information and belief; the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W �E CDCV p V � ® w 0 C _N N cnZ Z2 C',C, 9k LL W a 0LLLL LL CL t7 a a 0y�� Z m 1 3 W O co ` O O W mLu ILZ r� M 0 Q r N 00 U W z N M O z :z J d 7 U) N co V / z �O � o LL 1 ' 4- C/J a m U O W o I �v' r t� rn U � c W J — — E —6c 8 z l �`•"".. I U o N c U) ¢ co J Mz 0 Z 3' 14 J cd E m o W O Q N z ❑P cu �o UO C a� 0 °z O L N �z o ¢ wz c L (O rj C o U m o oti z Qz N 0 - z d� nw W U <o =z r— 00 op �w �3 �r ¢ Q w zCO 1<T a 3 ,O O O 1i /yI L rn m Q U' 0— W F— cc CD _ U II \ • . . L i I LOl -� N 0") Lo' CN Q T �. CU n z z E T �' E cc c a U _j Q p� JOB NO: 22-08309 SCALE : AS NOTED SHEEP' NO. 7.1 ' 1 �..I „1 li�i. �Iv�i�Y iYl fir li{� OIYaI :ii, I� oni "-. ;d u-.i',�._ —_q.l _, _ R—� I _ 1. i I r T- I --T� �� - t —r �,. ,.., ,i .7 I di6'd �I i _._ - I r I - m LO CM L0 N LC) LO v Cr 0 .a O O J O) M 00 0 I N S m n N Ln LO v Lnn 0 0 0 0 J 0 00 I A L0 L0 E, n r 0 C i Q N N G d E H E O 0 C c J N N L� U N U .CD 0 i a 0 •U J v tom. N GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. 1-1-lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12_ Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81744 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1 T 3 FORM & GROUT SOLID •:., N o w J O #5 BAR COW. T 8F12-1 B/1 O "V" LINTEL DETAIL SCALE = N.T.S. E I MIME Nino 0 i III Jill TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8 F 16- B/ 1 T F J a z 00 U� Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5REBAR MIN. ATTOP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL a d d d ,p � .M.U. #5 REBAR AT TOP �. d` d GROUT MIN. (1) REO'D p 1-1/2" CLEAR a A a < d o Ln o' a L` ° C.M.U. d 5 REBAR AT = - rn j D BOTTOM OF a cm» 0, O LINTEL CAVITY m o V -BOTTOM o ¢ d O REINFORCING PROVIDED IN LINTEL ¢ ¢ d ZOLL d w n ¢ -- b 3:` G G C� #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) �2 ¢ a D ti'� MATERIALS cTf p�flfntels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ii STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications UCTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL ,CING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (E) MIN. 17'-4" LL 5'-8" LL MENNOMM O 5'-8" LL CED 5'-10" LL O 5'-8" LL LINTEL PLAN - ELEV-Bl SCALE: %4'=1'-0" O 5'-8" LL CED 5'-10" LL O 5'-8" LL LINTEL PLAN - ELEV-Bl SCALE: %4'=1'-0" c LZ rLu =3 y ea s C5C= s4) c Cr a FE Q La L CZ W Cu ,Ir 0 -.C. S' p e <; GjL7�\ i ��,O s e? �L tille�\�� 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. 4 8 r 6 N N 2 N W M CJJ 04 r u) J 04 4 C J w ,n JLLLL � p_ - 4 d Y Z f0 C L f6 , Z f� co cp N W a 0) m w IL Z 00 Nz N O0 v 0 W ❑❑ M Z N M 0 0 z o Q v N M c� z v (D o w c° o �u O w $ In C w c w � F- J E m E 1 L C) p m N O C::,Jz Mz O z � w W O Z o a g o 0 z oa - o E Orp N L 6o ¢ z wo ¢ 0 o Z dZ w z �"� W r0 - p z � m O O Y Z Y Z Z C/5 J m <' Zz N o ¢ O W Q LL0 az rn F oz oEr - a3 to u < �F 0 CO10 V zaTOV� 0 Q 2 i .. LO LO rnI m Q 0 CL O =3 Q J TO CT `V m m LO IJ .Q N ai O L n N Q T r E m o Z E r a E hi a O U ¢ o c � JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. 8.0 -- 1 - T---TT-- -- - - - i�T� .;I� --t - I I I - __. I . I - 'rI l-iI[Alliri..m 01[11 U11A alklil IIrBIl�fL ai Til halo urY)�iMilill iui ITER-G-1T li,l-,--idlw_. - _I 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 ARS ENATE (CCA C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVE HAVE BEEN P S B CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 1 /„ GROUT FILLED MASONRY: 14 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-kP CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS 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.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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4,7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. p Y 9 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 trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R30121.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +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 o CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .-moo 20 wr C 4 - •N fR us c� a_ J �: ,� R°' �: ate• +=� r L0 ie rA':��[�' imllt",� 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 'It E 0 S 0 o W q �N O � ik LL Nth V \ C -.-� ul w w � aan ZJ @ a S p Z V ` W Z 7 N r`1 O 0 rn m w J LL L-0 N Z d N < W 0 OU < v 2 ' W ❑ ❑ v M %2 z � M O o z � Q M Ln z (.D _ 0 W -� O W g ) soft w L Ci 'o y ° C CO®Q ¢ N 0 sm o w �C.0, M p ZZZ ,Jd_ca Q E E wo �� o� >o ZO ❑a ca _ O x�o R F 0 0U O AF (5 to L O ao ¢ Z -Z J t8 Cn C o m g 0 z � �Z oaSo 01- 'S ,Z 0 W o w <F �w 7� ,o � V zla o� o 3 0 �C:) LO'/� u, ICU _ Q U F-co i 0 Q m m LO r ,+I U I N CQ N L� LO T m CDii o Z z E r E ai CIO a 0 U v Q p JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. SIN t ii�.�-17ir11 ![I IiI.U-Ni,b1II1A.NA I; Ih,III ,Bi3 ,:Y. v, 3 m n N rn Lo Iv all v a 0 0 J rn co I rY m N a cn� 0 0 0 0 J 0 M v U) R.a a c Q i a E E 0 S v ai J Cn 105 .9 0 vl a 0 Li 0 C7 O J m c�. N 0 a� 0 0 a N iz 4? 0 m v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - WALL SHEATHING ICI ...1'I r r..,h .... . .............. 16GAx1-1\2" LONG (3/4"-1" CROWN) S' 1::: MAX. �.�.::::::::::::.::::� 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 0 0 5'-0" Q - CD STUB -OUT FOR o 0 0 GAS METER 0 :;tLo U O r CV � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1T-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3!4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking gap + + / / NT FILL CELL ---A STD. 90' HOOK BOND BEAM SIMPSON MGT w/(22)10d r N NAILS TYP. `— GIRDER TRUSS w a STD90° CONT. #5 BAR > . HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4 max. V Clinch nails j when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION topflange ofcuts - Birdsmouthth cuts.. N.T.S. - Under 2nd floor cnh imn w/ marl, 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 /i 6 16 details in 4 One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --) DO NOT cut, notch or drill flanges Boise Joist Blocking I I -PA" (10d1 nails at 6" n.c. Provide adequate bearing for each lapped joist. Odnails 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 when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series De th End I Intermediate BCI 5000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16' 6-16d 6-16d 5/81 THRU BOLT J.0 SIMPS( w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below L&13/4" d bearing wall must stack over king and wall or beam below.' Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CO CO 6„ A %" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 Z" 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 1Y" B 'J'-ai T-1' 1 21 V-z' 1 1-3' V-31 T-; " 1'-11.. 3 3'7'"Anyr 16'"jottt 12 1-9 T-1" 1'2 12" 1' 3' T-9" 2,4' 2'-11"4'0 4- 9-4' 16 1'-{ " 1'-I "T-01 2"1 7'e2` 6' 3r ' 3'-1i0"6-71B- dz�_412 T20 T-9' 1'4' 1'2' 1, ' 2'-U' 3�-U' 4' ' 4'-10'" �6'-11" 7'-11•• S'-11'"24 1,-,.I'Al .T' 2a' 1'-3"'2'6"3'7"4'-9' 6'-In"8' X 4 , 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. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I II 11II II I II I ITI T_ — I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM n a. SEE PLAN FOR °• ° . • FOUNDATION INFO a. 4' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements l 0.6 X Joist I? " e depth I a e I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN ° 1=III=1 11m'- °a llill�ll, LII-r I_ A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° •° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBINGLINE CD Z . a.. ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. a TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ° a G -it- III-1 -ll!'ll a I= 1II-1, SEE FND. PLN. 01 SIZE & REINF. CIO cam. ; _. C a� v MC-)� .�7Er� rY . y cc Cw a.. Wiz, y d w er ..« •ee c >%'3 ce T` '2 E ter. At�� " - . ro r~. j N ° N 2 FLOC-¢• 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. '- E 0 a � 0 N 00 m n N 0 oil--- N O ItV 4 C Lt -r w M U_ a ZL - C o a 9 _ 5, T _ o p �i ACV O r- o W �2pjO' m w LL Z ,w co Z Q ILN OU W z N to o z z o � J _ V) z tcc CD Q� S J - a- N LLJ OW p N w to � c W E — � s I z� L c Q r— CD W M M ¢ o� Z i J LL_ E y ¢ oo aR z® O V �o UO [6 � IQ &¢ o< O E N dp w o 0 ¢ az Wm L _ U) O � 0 z � z - J J 0p, 1TZ 3:oa z no {Z LL a mw W > � Ci W o <o =F r- L O w 10< a ° N O LOv� ' ^ m cc .�--� 0 0 Y � � 0 �\ 00 00 LO I — ate1 O M I C14 0 �-0 -0 0 LO N r ci c & 0 i4 n o Z Z E T rn cc = d E i U � Q co 0 JOB NO : 22-08309 SCALE : AS NOTED SHEET NO. SN 1 s• J zz 3 Cr as n N LO LO g a 0 0 J 0 0 I m LO L0 N In LO L v 0 Q 0 0 J C:) C) O 1.0 LO 7 cn� 0 C L a v a E O 2 0 c C J y N t� 0 �I 0 CL a 0 c J LZ N 0 r0 0 a N 0 Q m v r� 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE "X @ (U N.O GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE EACH END (WHEN PARALLEL) ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/f-BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.)NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN. GARAGE SIDE �° IF z INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE @ 24" O.C.)INSULATION ANCHOPER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. °� 2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24' O/C & SLAB & BLOCK SIMILAR AT FOUNDATION ONLY ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE .� SIMPSON SP1 w/ (10)10d NAILS 5/S"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' ELEV. Y-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIER a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2�� x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 D ° SHINGLE ROOF, SHINGLES TO a ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM -III- I I J�=I m D D I (=III=III=III= =1 I —I 11=III I I I 11=III=i I I=' � - n G c1 ELEV. -0 -31/2 II z 31/2" MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I-i I=I I=I I I=� D J=III=I I=I I=1 I ' I —I I I=I ° - - -_ I c °� 2x4 CONT. ° A.F.F. o u- ?. ° 12 (TYP. ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING III -I 1=III=I �I I=I I=I I=I I —I I =I I=� I I =1 111=III=III=III I=III ( I I I Q J ° ° " I a I" o N ° III-T= I�31/2" mm. - 4", D a — —1T ( ) — c r —I —I I —I I b " , .: _ I M511T 31/2 (min.)- 4 VARIES CODE 7TH EDITION (2020) -I II, II I I I ({I I I II II I I I ` GARAGE DEPTH VARIES L c — 31/2"(min. - 4"_ I -I (I I=� I- r 31/2"(min.) - 4" _ — = -I T►_ `- RESIDENTIAL 8„ �[ -III= I I �- IN L I SU ON LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING -rr �I �T"'1"'I I "' 2 #5 CONT. 4 1-4 8 OJL 2 #5 CONT. T��r I� O 4 -4 8 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. MIN, TYPICAL BEARING WALL @STEPrCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 314"=1'-0" S3 SCALE: 3/4"=1'-0" S3 - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA c°N GYP. TYPE "X" @GARAGE \12'N•O. osE c�E W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL fE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS 16" @ O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C CEILING & 8 O.C. WALLS $"x8"X16" KNOCK -OUT LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY ISO2x .��N�° �/ c°�' 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY @ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL °� #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR �I G/S3 FOR ANCHOR „° , , LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8 x 10' S BOLT @ 24 O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ TYPE MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR I TENSION N ) ARCHITECTURAL w/ 10 10d NAILS - ( ) SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a � ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N „ END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING 24" O.C. @ FINISH TYP. ASSUMED FINISHED , E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o LU o D a p' 41 41 - GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi ?N d D D ' ° z A D - 1/2" GYPSUM WALLBOARD (1) #5 VERT IN FILL MONO OR STEMWALL z ° �, D. D D FINISH GRADE °O 2 25" MIN. LAP 30" MIN. LAP [GRADE [ ] 60 MIN. Fy= 60ksi] a ra D I —TT o 1Ti U.N.O. CELLS(SEE FOUNDATION PLAN FOOTING MONO SHOWN FOR CLARITY `U > c O° - - _ �- - 6 MIL VAPOR BARRIER —Jfl I I D D a ° . I Tff �I� 1=_ °? Q w W rn I ITT—T TTT�- I I=I ° I =I Ij=I r 1x4 P.T. BASE NAILER FOR LOCATIONS) _ I I= z I I r �I=III-• D-�I �I I T #5 REINFORCING BAR _ I( — III 4 x4 INSPECTION 1= #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL -I - _I - - - r - _ _II Ii - " !'I `" r COMP. SOIL. (COMPACTED TO D ° I I I—ITT-1—I i r - - - 36" MIN. LAP 36" MIN, LAP [ ] (T 3"CHAIRS (�'P') $ 1-4 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY ! III -- - 95%MODIFIED PROCTOR ASTM �I I i=� _ _ TI 5 T L �� 10" MIN PSI MAY ARY PER t.� AT GARAGE CONTRACTOR = = ! I'-1 ! 1= III =; --i -! -! ! L__ - '' ) 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE -I"III !' -1! III =I, LI II I', I� �I . (' :� l -1 l ,-! #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 WlAXW1.4 WWF OR NOTE:EXTENDNISH FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL: FOOTING rE REBAR DETAILS rF WALL w/UPLIFT (*G� "FIBERMESH" 4 to 6" DECO BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 11 I II SCALE: 3/4 -1-0 S3 SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D � =I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR III D ( I I = -- z r - min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ a M • • BARRIER I ; 4 —II D III fM�T d _ a a �• GRADE AT 24" O.C. MAX. SEE PLAN FOR „„ CONNECTION INFO COMP. SOIL. _ _ __m�m�� O° I _ I i I —III —III —I i I —I • TOP OF BEAM &LAYOUT DESIGN • d ' • N d' (COMPACTED TO 95°/b - =T_=� I MODIFIED PROCTOR I T- I = n _-__ _ _ _ - _ _ a - - -_ _ _ _ - _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN FOR _ - - - - a - _ a, d a d - _�' r T-T-L- I I "' ASTM D1557 III—III=III= I I— I I=IT1= -,-,-- I 1=sC�E�N ENCLOSURESTRUCTURAL (2) HTS20 . ' 3" MIN. CLR. -I I 1 III I I I=ll II I I, .I 11— I�= III � I I1- I I- BEAM SIZE & CONNECTION INFO N i I � d I d M o I (2) #5 REBAR CONT. ON 3 CHAIRS TYP. 1'-4" (1 STORY) 4 1-8 (2 STORY) STD. 90 Fi00K SEE ( DETAIL) $'~ MIN. w _ I I (-� I�I U.N.O. 2x4 P.T. PLATE I I-7— I 2x4 #2 SYP P.T. FRAMING w/ �— III III I I—III-1 I I SEE A/S3/J/S6 - r-"'- 7116' MIN 7/16" O.S.B. SHEATHING � 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL w O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. - SCALE: 3/4" - V-0" S3 SCALE: S3 Aw_ ¢ SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q F > � J SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. „ HOLD GYP. BD. �_ w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. 1, CONT. BEAD SEALANT � "= SCALE: 3/4 -1-0' S3 OPT: DEPRESS SLAB 5 /2 DEEP AND 6" BEYOND �— ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `..: • .' ': INTERIOR 2X STUDS @ 24 O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT ^ d.`. d : -3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13"T O.H.D. RECESS • .• : • GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS `r ? `' Q I r CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS I / 4. ' ' _r : " `Y' " EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. W/ INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD _ c� ' MAT REINFORCING. Q :. ; a .; .: —� . . .. CONT. FOOTING STEEL PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w Cr > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M GRADE <I ° TENSION 120# _ > FILLED SOLID PLAN FOR 009 __= i=!=1 —ITT •.. 1T' ao _, —III-1 I I .. 4; 1 oo ) CONCRETE SLABS 6 6 W1.4 W1.4 '4 Lu (SEE w I -III - :''' I x x _ W SIZE AND REINFORCEMENT) =1_i = I '�' •• .• T� I •� —I�I_ I —I I 'a " _ _I —III—I I '� I —III - �_ CD.. - = a *- WWF OR FIBERMESH �, d cWn w o _ II v K W ! .,-- o W U) W —1 Z �1 • ,, I -a= -- —_ _ _ BRICK PAVERS or B PER • •^ O o •. 'III - `h a - SEE A/S3 OR J/S6 I Ti I I H I , II I IT ICOMMUNITY SEE A/S3 OR J/S6 -� I � III=I I I I I I I I- M 6 MIL VAPOR BARRIER SPECS 11__..� ,'! FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 0 - BEYOND I- 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) fIT �I III I I - I I w ti '; :':,. PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) 1' $" 2 STORY) ( ) 1'-$" 2 STORY) ( 4" 4" .• ~ SEE FOUNDATION SEEFOUPADwFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING K612 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S"3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. co Jf cc 31;' >m o =a 6R, t, -. va , n. o, lilt NiliF+���, SE ... r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �n W �E .4N AIIIIIIIIIIIIIIN N Ol 0 _�°5�oo 0)rn^Z� N M y " a) J C J u. W J LL 6 a� Z mcm - o ." CN O Z NZ d LLW 05 crn m N O U Z W 00 t7 o� z N Z � � Q J ll � r M 2! Ur �V) o V L.LJ � O w g N �y N w E — 8 E z z� c to v ® 0 Q va0 o N rn m ti o CIDv w M ¢ o z z J O E zo > V zb® Qo °� a O o ap �o dz r :3 = oY U mo z oz z -' W Z cn v) N Q O G LL zo Q 'o �w W J z O C3 CO et w z¢ >o a OV 2O 0 = (� I'Y LL ULO rn Q m 0 � O c =3 T Q J T CTCN r W m LO T f„d LOI N O CD CD L LO N E 2:' 7 CD y o z z E a 0 _j Q o JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. S3 (MONO) I I I. II i I'. H A I LI: il,li 'li��� P�771-.I 1191k)Stry 91LIilAu. Ld AII'W EARN Alle I� .cl .EJ !dl ll i,i �. JI-. t- I - l�� - I � 1 -7 -- r In (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wi (1) #5 FOR CONCRETE PLACEMENT Q a d Q o a a a 0 g" STD.90°HOOK 8" 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: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J W r > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a a e a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �O� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 wl (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE OOR 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 (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 @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. o, �R U.N.O. SEE N/S4 FN�NC ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BBIS1 FOR ADDITIONAL DETAILS LINTEL d G� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rBLOCKING W/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD v 2x TOP PLATE--// R V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF . ' AB., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TOYbP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 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) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE !- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 T2X8 P.T. BOTTOM PLATE UU 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) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. ra . V3 p v'W cM, cn S0 _ = es .d d d E ti 14u ........ "�`a "•C%1 ' ' ` F {rI 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. di W v E 8 0 0 IS @' S N � �r-r ai a Qj M "T w c Iww -_ u_ w n. � Z C 0 _ w - a a m c 6i � zao 5o i Wr°�°'°' y i m Q J M ZN Z G Ov < o W;L 0© cD m oioz- J N � z 0_ `o (D LL T lru .V U3 LU o A 0 _( c g U LU € o co w M � z E o Zo i? W Za 0. 176 a0 so 0 O N g az o ¢o E� wz �� a m2 �& C or m o z a, W CIO v cNi�ZZ 23 °o< �° = r C9 O ;nz co a F ;n r LO rn E Q 0 H O cQ T j O O r Y T -2 N m m L0 1-11 LI -0 N O r'` n O Ln N N Q r T' 7 O r- o z M z E f/1 B a E U _j Q p JOB NO : 22-08309 SCALE : AS NOTED SHEET NO. S4 3 x m LO N LO 0 0 0 0 O J 0 00 0 I m LO N LO O _ O J 0 00 0 1 LO v CPS) c 3 N N n. E O C J v c I as z 0 d i a c 0 c 0 a> t7 N O r` N 4 0 a N O tz < m v SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS --.� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL W/ (2) 16d NAILS Mom( 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" OlC. 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 ATTACHED W/ 1Od END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 37 DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED Al DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)1 Od TOE NAILS @ / FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1Od (NOT REQ'D WHEN /• AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16 OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL Xco 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1�2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" 0/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH 71 MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6' FROM 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)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4 SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - T X-BRACING, AND TOP ` SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION 00 °° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS -WOOD TRUSSES 50 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 ]1.2 RIDGE FASTENED AT AT 24" O,C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 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 = 4 1/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06,08.22 MAX. 9" 8d @ 6"0!G UNSUPPORTED, IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR 4�"TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I I EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY REPLACED W! (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION WITH I—(2) 12dOCKING TOENAi S/[Ell Odx3'BLOCK@ 4" O/C (2) NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ('-8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. �S5� SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. TOENAIL i (2)16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT, BEARING 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 6° OVERLAP \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1Od 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 SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" UO" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 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.) /--GABLE TRUSS `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I" �a I I�� I I�■I NOTE: Z-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "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 CEILINGBRACINGDETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o w C::)� 't9 N CV .5s r � ..-/ N . . F L a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 F�(n 0 08 5 0 N p y o e v� ��'N m� N N O *k # aj coV z J LL a c -r iZs LL w 3 U- Z Lu a � c '@ CV u) W W in29) m w Z LL LO cN7 Z Q Z N O U 0 W ECD 2 N O popp Z [o N Z N Q � 7 nV 15 N ``Z^:V �O O W � U O �n W o c (10 MINJ LLJ 8 ° II ca o Q N 0 • w M z o z z � E =o ,� 0M a o E v wz a= Z® �� cu 0. I- rO �0 XU UO 0U O E o L a" z <o ¢ - az �J � o z y U m i F" OK z _ C N m F- Q W 1 (A Wo < E Z z g o now d oLL� a Nw U w =r o ct za °3 0 c 0 ;n LO LO m ca Q 0 ^^,, i 0 (� j 0 r O m m LO T 4j O TT V! �I 04 c N N T E N � 0 ` O Z z E c c d U J Q O (D JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. S5 W Y 1 R i .� i IdWil L la 11 v,v �ii�T - _ --FT-1 - 3 -o m n LO LO c .a a 0 0 0 00 0 I 00 r- N LO LO `v cn 0 a 0 0 J 0 rrr) 0 I LO L0 L a 0 rn c 3 N E_ E co x 0 c c J y I.� 0 v UI ti U .O 0 i a 0 0 01 J N [i 15 O 0 cV O 0 m N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 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" Q.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 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. If FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E 6x6 W1.4xW1.4 WWF OR FIBERMESH I_I II I III / A 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 - [RSHI - 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 j w PLYWOOD SHEATHING U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J I`� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) W U 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU U) AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE FINISH GRADE 00 00 III=III—I 1- 4 z III=III=III- T III —III- -- -I 1 1 " IIII �STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR I (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" C SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — .' • M�1 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 112" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING :� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. y c 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 37'=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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 U. INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odx1 1/2"ff NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION __1 /2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (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 JL A. �°=III= I.1 ' T I l i 11 I J 1 �I 1 I —I 1- C #5 W/ 3" ON . T-If III— II 8" 1'-8" 8" CHAIR W/ MIN CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI FI F SHEATHING X PROVIDE X BLOCKING AS REQUIRED PER D o SECTION X-X IF uu NOT FULL HEIGHT SHEET - co z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F G SHEATHING w = SOLID 2x V' C BLOCKING I@ ALL C z SHEATHING 0 0 EDGES (SEE OPENING SECTION X-X a0 C x �w 0.1 _x E N Lu 2x STUDS Ld BEYOND. SEE PLAN o O U) \1-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I P"t r\/ATI^A1 Mi AnMAAA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S41s 1/2" '1 1 1/2" /2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI(:AI A� I (N 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.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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J J PENETRATE SURFACE MORE THAN Ye". ? Q NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ¢ Z. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. j o w/ 8d COMMON NAIL o LL F_ 00 tY PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > a I- O y JQ K�OOVI O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a 00 w M LL � Z I' @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O u_ MEMBER IF GABLE END c 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". C WALL SHEATHING INSTALL. 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 If2xHEADER SEE PLAN TERIOR 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 oo N�F'10 �� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-O" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d ° N -III—III—I I_I I ° ° ° M III —III —III II II.I IIIIIIIIIIII 4 m HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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) (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. co -I FINISH GRADE 00 :1111; 1 9I� I (3) # 5 REBAR ON 3" CHAIR t 4" 1 1'4' W/3" MIN. CLEARANCE l ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. S7 Go 0 v :tz W ^a ® Z.- p o a � cz c - = X u- 0. C= N d N c rn -y ce rra a - _ c cn r, �3 SRO Zkz °` &v C�` o •p Q ® �r C F l� -��A 0�'ESSjG@► To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E W -M 8 Q O /{ C, cN � V y .0 1 M d0, i! LL CJ Jl CU J U_LL d � ° a rqCS Z� �. =.ENO O 0 W F, U) o a Mz a LL N OU a W ❑❑ N ch 0 � o � V) z _ 0 Q) 0 1 LL r T' � (6 w m Fe g Ln Ln 70s r— — EE m ¢ N i—ISO to M z o Z E E g1 �s O F- wz R. U oa CL N N i &Q o go ao p 0< z �z rp N c _ c z m� 0 O ¢ z, a� m �� < w �z 3 �o <U 3 LL a �w U o 3 Y = OO LL 5 ti a0 3 c 0 re >� LO '^ u , °' rn m Q c� Imo— L_ O O T- O J � � Y r m co T 4-1 0 LO CN o LO N N Q r r N j O III-Z O (0 Z c (n E �— N E `c c m 0- v 0 Q o JOB NO : 22-08309 SCALE : AS NOTED SHEET NO. S6 (MONO) :��hi� 1 1IIi.:_Fi IIti1d.L,A-11ii f:4,114113L 3111 illk A11011-iGtNlr AaiLT ���:f.1.1li .i. 1 IT—f-- F__ i I. - r 3 m L0 N 0 0 Cr a 0 0 0 M CS 0 I m r- N LO L0 0 rr V) 0 0 0 0 I'M 0 t L0 0 0 a N N r a E f° 0 0 J ti U 0 C .o i a .s 0 J LZ 0 0 a N w3 Cn 0 Q m 0 DOOR JAMB (REFER 1x4 1t2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB ( TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. �� %%� i� 1x4 P.T. 3/16" 0 X 3" LONG ' i 1x4 ' FURRING X 4 %' FURRING 3-1/4" LONG X 3/16" 0 �'/ FURRING // "' TAPCONS %�� (2) ROWS 3/16" x 3-1/2" ,. TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 BLOCK@ SPACING „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MI 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 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 TO PRODUCT EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. ;, % ��/ 2x8 P.T. w/ (2) ROWS 3/16 „ APPROVAL FOR CONN. -' i� % �j i //j (2) ROWS 3/16 x 3-1/2 ; ri�%,�; i/' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 FURRINI TAPCON @ 16" O.C. & 4" FROM EACH END END w/ MIN. 2" EDGE DIST. w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1/4" DETAIL STAGGERED@12"O.C. 1-1/d" r)PTAIi X BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" 2 x 8 VERT. 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 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.SqONT INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED :4�j7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B—B ARCH DETAIL rK SCALE: N.T.S. SS - SECTION A -A 8" 2'-0" 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 DI`AGONAL 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. RAD. SECTION B-B 81' 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, 8 #5 REB' (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS 7 LL NOTCH WEB AT *5� FIRST 2 CQURSI ;APACITY = 805 IT 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 2 1/4" 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 JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6' -0" 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 I> REINFORCING AS FOLLOWS: * P R D T FURROW. LACE LOWER HALF OF MORTAR IN BE JOINT DO NOT SEALANT n a —I TIT= I=T — — — — — I —III 11�� 1Tf III- * PRESS PANEL REINFORCING INTO PLACE. S i ,;� tom. Ti- T I I I —I T 6 MIN. LAP SPLICE W/ D II —III -� COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. - REINFORCING PANEL — III — — G D III III I - ° -I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �r GRADEDI—TT— FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CAI ° 'P `' REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T D . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 314" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ` DO NOT DO THIS ' #5 REBAR (TYP,) �R ` 2"x BOT. PLATE W/ (2) 1Od @ 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 _ ^\, >, J `STD. 90° HOOK (TYP.) ` 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT, WEB — 441111 METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK = +2- NOTC FIRST COURSE ` THE ' ` ` :S =1 - FILLED CELL INSTALLATION K'H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (") 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP 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 GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4' = 1 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." �k + + CFNGTN + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT f JJ1V' SEE ELEVATION l"� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS cf=G QUFGT M AAlfl SIMPSON HTT4 w/ 18 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: c 1 - z O a U_ O LU U FILL 1st 4 COURSES SOLID W/GROUT 'a b: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ,e OVERHAN �' ��.b. •° _° a. ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. NISH FL ° > #5 BAR �. e• ° D P 4 Q p. 1.0„° s ° CENTERED W/ g o ° N. 9 H IN TOP o • KNOCKOUT / it ° CHAIR BLOCK ° MONO FOOTING I_�_— ' •o ,° SIZE AND REINF. PER PLAN--�I °• AND SECTION DETAILS CLEAN FILL .o ° • ° DIRT 6 z G °• ° STANDARD o 90` HOOK N #5 BAR IN FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 Q g EXISTING FOOTING (2) #5x6' IN CONC. cn ') FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY �O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. r C. N cc C. i c�.r -a I�b - .gig o a- 0 j1114� ^�°•* •� 1•ci• N U r= °`• •• C;1 I PLO ����• �O�EgS,i0, \y' fIIIiItkIA01 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. Q8, v 6 0 o? (0�tG*7U N M ak LL JC U LL W � LL 999 p- �_ (0 C 103 0: :=1 a lac W m r°�rnrn r5 Z N Z Q J (h ILW IL N Z OU 0 CO) 1] CD N (+M a o Z N z o � ¢ d; N M � z _0 o f><3 w a Q A 4 V 0 w o V17113 U U LLI _ E C) 'o ° N EA o az w z o < J LL ctf E ti¢ oo <R Q cL OV Wz �® oa F— @ _ X0 ,, o O ECD N T a o �o ¢) ¢ az r� L Cy QU U mi o, z z _ QI mo Q W �2 3 m oa go Q_ � a N W A w� �° C:) CID z< a ° S2O = LIDIn a� rn CU CU Q c j O r O r (/ J 0 N m LO a--+ O Lo O .Q o LO N Q 04 r- E M T ' � 0 �; O Z z � E co c a.0 6 J Q J JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. SS 1 T -- - - _ _____—T L. _ I II_J fliT. LI In IIALAII -.IBAiffiflUILIAll111iI01 3 m rt r\ N Ln L0 2 v 0- 9 0 00 0 I m N Lii 0 Q 0 O J 0 00 0 Ln i v c� LO rn C �C 3 r--` Q d E F�— a E O C c J ii v O UI 0 i a 0 U J aR LZ N N N 0 a N 0 a� 0 Q m v SCALE:' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6', V VMLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN -1" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER �LL N 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAW GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT %RS IN WALL --2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C —2x6 SYP L ><I ROVIDE MOISTURE PROTECTION EAAAT�TAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 4"X FOR STRAP2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER / \ / 2 a' TAPCONS @ MAX. 32" O.C. / fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 60 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G. 1 `� - ----\ TOP OF STRINGER STRINGERS G E2x4 BLOCKING FOR 2xl2 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE AILS) S) x 1 1!2" N STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SECTION VIEW "Ell FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL -----2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING _ MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED---, i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED L// NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS I x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4.1 = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 7 SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST 1x/NOT TOUCH STRINGERS G1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: i" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER a' EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4' = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X B OCKING 2X STRING R PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 2X BLOC ING 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" o $ LJ._ a '� 41 6fltlift, `y��l111166@� a s• � d ,'p r ! r E S S I �\ fir t�` flit i t Y,66a��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. W vE 0 Q Cq CC" o � -,, m � tN rnr�� N cNi v � Q C J LL w n J LL w a V - o a c rn z m L mo 02�� .Z U) N Z Q LLW 3 N OU 00 Z W ❑a (D L.Mj z N o M 7 �o z � lo � �o J d � N M V) z — ,0 f6 w C o F m '� • V o v ' wES W J M c m ®0 0 N S � o 0 w M M h o¢ z z U- E g z QN Q E d WO 'z Z® 0a III ix CU Cl ° ` E NO �" °z �o 4 a z �w ( U) p =V N m 0 r� ZF z � a� -' m <w z z �, o ¢ ZO d U 3 Q > zNW W ao oa °za M C La >� LO tt^^ u l rn m C9 CL1­1 (D G coC)C) C)T J T Y ''^^ Vl m m LO �..+ 0') L0I N o LO N N Q T T ca j O y Z c N c a U - Q 0 J JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. ST -F l I - -1 ifi 1 I Ii I I T Till: li'I: I I --FT - I - - - - - - - - - - - -- - 11. it, 111111 osrA a It 114fica11aHvM. irLi 3 m LO r- N Q 0 0 J O oo 0 LO N m N LO v 0 0 ID 9 0 CL 0 3 1"— a cV N E 1.2 E 0 S v C C y 0 U i U .o i a 0 J LZ N N v 0 0 a CV 0 0 a m CROSS BRACING DETAIL (TYP.) SCALE:NTS 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-Imm `W ­1 I I I— YYL✓ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ �l 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO, ° SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @a RAISED ENTRY 2 MASONRY WALL r4 SCALE: NTS L.SEE PLAN L. >IMPSON HUC410 w/ (14) FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE tOOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A A SEE PLAN SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION 22 SCALE:NTS 77 SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS iWAaaW"RoZ9L (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—" L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS C'4 y w W cc ®i N ':F R01�j' ro QQ �0. 04 s o FLO ....... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE Q 8 S W N co � r UJI fneCj NM � LL0WWaJ 0 J aZ13dIQ�: _0VVO' M rL 1% y'q o =FN �2mi. Z a M U0 3 OZ U- W ❑ ❑ z N og z z Q e J N V, z U 0 4-1 V7 .- U — 2 O S LnLLJ Ln c.7 LL = s z— = w U =o w co 0 • o CID W M z z p Z a J fl O E ZQ W o g }N < N Zp oa U Co �� UO Nao a� 0 oQ ww i ao • f0 U) C � o �o m� F o o r Z }Z v �w zrwn Z U T 3 o� oLL a U dZ �w U ?- <s ..0 xk o z w. X F >° C) M a °� �O 0 = N L rn Q CL (10 j O r Q Cn m m LLO r O L f -0 O r` N .0 0 Lid N N Q r r a; M O N n d Z Z E T- CID d U 0 Q p a) JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. D1 I I I 111'iIIA111111,17wIl IjjidkIAjkl 11 Ill MALL h.l I-lillf L. IIIl lli l.'.I.�JVI{I III 1:,I I I. (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 10d x 1 1/2" ( ) TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING 0 BELOW AND ALT. SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0n FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.C.O.C. U.ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ' • ;� SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONTAR'BBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE ENDOF INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE QlS4 FOR REQ'D JAMB ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• °• VERIFY W/ PLAN IT 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MS I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ 26 10d ( ) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL La:� GIRDER/COL. CONN.@ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) -aeo is .V••.0 'a. •o•.o o.00. OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END I- O SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () ( 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TOENAILS FLUSH w/THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. �.. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 10d NAILS ° INTERIOR HEADER IF NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE — (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B C O W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H . FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL) @ 24" O.C. — EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED WlIN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE LEJ 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W! (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN V 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w! (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 16"1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOPAILS AT BASE ON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. ' . •' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B • SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONK. aC� 2nd FLOOR STUDS BELOW j (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER SHEATHING CAN STOP ONCE UNDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2„ NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. • TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W! (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3' O/ kT <,q� NO 2x CRIPPLES @ 16" O.C. (2) END OF HEADER. SEE 1 2x SILL PLATE W/ 2 12d TOENAILS. F <'k 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B O INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x 48''MTOA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. il! (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) • END OF SILLOPENING (MAX.( (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). • SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO • ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 112" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/32o C NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. 1\,j SCALE: N.T.S. F CIO W O 7 lllf/�j�i \`e�Atti0t11�1111 �/ qe �� . ,,• �1 E '•., Q SS10", N\, t�lllllll1111t100 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. � 8 0 Q 1 ,9 V W N Q w =0� H �2 Z� # coLLu-I clQ C J W a Y w O W =3 @ ti m O W02 L I m m Z ZN OU L W ❑❑ cMi N O O O z ¢N¢ � o Q ' ¢ Q U J M N llznn V V O u- 4-J u, LLJ � U 0 Ljj o N � U � LU _ E C ¢ 0 ®� N o Mco z 1, z z E zaj oo' r <� _® oa N F- m o I I XU �a 00 0 U °o< O L Uzi w o az WM (� C:Z2 Q O QI pYi m . F Z ZLL J ° ZZ to cn a p< z hO Q ¢0 �o �w Sk 1- aLL w' = 3 O u 00 � o< zQ, o� Uri �O 0 •N � LO LO Ca ^ N Fes- O (o r O Q Cr Y r r U N LO �I N -0 o LO 04 Q r r O n cc Z E r TO a o '076 U Q ❑ a� JOB NO: 22-08309 SCALE : AS NOTED SHEET NO. D2 I- - - - ------ - r�r—r i -ii i �� - - -_- _ i r i i . -F--F --- M-1 Yli'"ll: i1T�L',C 19i A-a.,i®i w. W ,n,& „n � r11,: w.4a ai1i. 1.i; � '.,1 i i 1 111 1 11. - - _ 3 m N to 41 v cn� 0 a J 0 co 0 I m N 0 Cr 0 0 0 0 00 0 LO Q CL i E s O c N i ti E i a c 0 0 pU J v L� 04 O N 0 O a N N ui 0 a 0 9 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5 SEALANT FROMN. INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FI AMr,I SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as QRstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1- Lf1Vl 111 V V SELF -ADHERED FLASHING DECK JOIST r Lf1V1111VV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WEATHER ✓E BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING 4SHING �o E 4M 0 V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z O_ Lr w o_ U) U) w 0 w Ix w 0 DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR RIM JOIST E0 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ETCH IHERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over i wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING m CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing,self-adhered membranes and mechanical) attached flexible flashing shall be y g FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with he manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE ADEXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <> manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER m Ji2.2.At 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 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 putters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -C o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 'ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all `,. f CIO C-1 0- �: � d cc ©c C OA...s-.1 °' 0 e , CV CV N ti 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. to E 4 oO cN 8 u � .m�� 0 ?- M rnt-�° M Q Cm J L Lu LL o w _ 0 J 0 Z 2 d U y oCo o CN Z co d U.) M Z a J N OU U W ❑O z N M 0 8 z m N z g Q J n- In to z U' - w � O-� w o Ul) C N� �N F- (n v 6 W J E I =w� [) p W o �m C::,w c M coS mz O z Z 2 L 9 E zo go Q0 Z® E g 05 _ aQ 0 �� E a CV ¢. o �I .;5U).5 ruY 0 � Z _c J 0UZ m a >z Zz Cn . U' 3 � C2 oLLLL <° �F W 3 U <o oLL 13: mi M za � 0 CCD Lid L0 .- Q c� O C) T Q T Y LO T + Lo .0 N M -0 C:)Ll) LO Q T T E 3 CD i!7 r' o Z Z E T 2 aU E 0 -0 p' JOB NO : 22-08309 SCALE : AS NOTED SHEET NO. W P Mouriting Brackets 00 43i 4-11' X 4--1 fie X 2-42e 1rBack atist Support _ {�M1aybe�ct�ltll<ctW� 5+ a Artgllvr khedule (Y91) ~�^'r arCtEWS A/C Urns, Iftttom Edge 11-10rilkAft Strap I�YI�+��� Ire fnti Front Cross Supi SeItAxicc%ttg'N , y ,,�,aaIp �a ♦r( (May be�cuttt)ih':p.. LeBritOSL t%VgIJ � 01 SeIF [�rlling'�r�aus?I°tru S 41�it Kfails Support Into A/C Unfit Bottom %e (fypicaitt 3 each aide for hurricane Liss). INSTALIATION INfORMA110111 Tend-& Vulatlaoua 1nsW=UXU sit irsh,ridaxt wrdtr eah liuraiLYtr > An, Scurf � 3ttgalsti)I+hlc Rprtp spr�UMt Florida Department of Business & Professional Regulation P.O. i on Building Codes and Standards 12ON2021 Productkpproval Application Detail .Code I ntini r Darla -i ante Dela Pendlno Data TV" V On Manufadurer c old u Endneer&License Validated By validated: Suemined FSC Ap ..l Aporw. Status Affrmatim =0 $man Vent Product., Ii1c, Micheal Gnrhant Hermes.F. N-P.E. Locke Bowden P.E, 12M(i,020 1VIM020 12R8/2020. Approved Category: amrural Components (677) 441-63H PE.73776 (334) 30D-1800 SubCategory:.Products Introduced as Resultof Infoasmadventcan Nava Technology Conipl4mco.M dhod:. Evaluation Repot:4om-a HIM. Registarad.Architaclara Licensed Florida Professional Engineer Produd Modar. Number Name Qualilty Assuranoe Product Oascriorran Contract ExoUadan [Let. Ahorovedforli In A proved HVHZ outside far Use HVNZ 1atB.&41 Rasratarel es41�1 Praes- 1 SmadVeVit Model#154D5110 Dual Funalm Flood and Ventilation Vent 12f312023 Ycs Yes NIA +10D/-100 2 SmadVant Modol#'1.540511 Dual Function Flood and Vent4eton Vent 1ZW2023 Yes. Yes N/A •100Pfoo 3 SmarlVent Model#1540-:520 Insulated Flood Vent 12r31=23. Yes Yes NIA •10DI-IDO 4 S_rtVent del 15465a' Mo # 1 nsuleted Flddd Vent 12l31R023 Yes. Yes N/. A t100F100 5 SmadVent Model#1540.524 16&quo; Garage Door Flood Vent 17J2112023 Yas'. Yes NIA NA e 9manvent Model #t540-50 Wood Wall insulated Flood Vent 12r3112023 Yes Yes NIA •1006i00 7 SmanVem Mddel#1840.574 14,5&quota Garago Door Flood Vent 12)31)2023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oil 1n4/2021 Code 111111I Or us 090 Data Pandlnd Data Type Venturi'Manufadunr Contact ErmmearfiLicense validated By Validated 'd lit FBC Amroval Aoororad .Status Revision 2020 Drexel Metals. loc. .Jason Shumate Zachary R. Priest Locka Boeldan RE. 08(10/2020 0af09(2020 06120rt020 1011312020, App-d Category. Roofing 'iwa) 303 1511 PE-74021 (334) 300-1800 subealogDry: Metal Rooeng Ishumele�draiimd.com Compliance Method: Evaluatior,Report from a Florida Registered Archaector. a Licensed Florida Profto.lonal Engineer `:,�, . FLY�1?�78418Frpdbals QuaNry Assurance i'.- Approved for Use Approved for use Impact Dgelon see It Product Model. Number or Name Product Description Contract Explrallon Date in HVHZ outside HVNZ a Pressure 1 Drekal Metal Roofing. 5ystern. DMC 1DON8; DMG 15088; OMC 1?5S, OM0..2005, 12(alauti Yes No NIA 101-180 DMC5V Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page 2 014 1125/2022 Code: Erhity cr ,Date ,7�, Data Pentlino D.. Tore Version Manufaeturar Contact Englnear li ieense. Validated BV Validated Submitted FBC Approval Approved Status Revrislon 2D20 Therma-Tru corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P. E. 04/152021 1;2r512020 04=021 0WOW021 Approved Category: Exterior Doors (800) 043-7628 PE-43409 (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies. ej-penonti5ithermrari-co Compliance Method- Evaluators Rerportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer FLa204WWProdu0s - _-- ..: Quality Aeaurence Approved for Use Awtroved for Us a P.4.�19n §gg,g tProductMotlel. Number w Name Product Description Do cf Expiratlon Data in HvHZ Outside HVHZ Resistant Preasture 1 a.Therma-Tru Ftbeo-Classic and Smooth -Star Nominal 6&#39;8&quotimpact&quot; Opaque 12131=22 NO Year Yea NIA Composite Edge. FbergiassSingle Door (Insimnig/0utsweg, X mnggurition) 2 b. Therma-Tru Fiber.Classic and Smooth -Star Nominal 6&#3S8&quokrngsact&quoF Opaque 12ir3112022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelits(s)(inorring/OutswnniiXO OXcr OXO c figurefions) 3 c.Therma-Tru Fiber-Claeeicand Smooth -Steer Nommal6&#398 &quokimpact&quogp%a o 1213112022 No Yes Yes NIA Composite Edga Fiherg(ass Double Doer Vathbr without Sidelitm (InswinglOutswing' XV crr OXXO configurations) 4 d,Therma-Tru Fiber -Classic. and Smooth -Star Nominal S9M90&quotimpact&quotOpaque 12MI12022 No Yes Yea NIA- Composite Edge Fiberglass Single Door (InsvAng/butswing %confgura 10 5 a, Therma•Tm Fiber-Classicand Smooth -Star Nominal 6&#390 &171rrpect&g1t, Opaque 12/3112022 No Yea Yes WA Composite Edge Fiberglass Single Door with SidelaeCs) lnsva YOu n OXO t61^n ( g 9 %o OX or configurations) g 1 6 f.Therma-Tru Fiber-ClasslcanciSmooth-Star Nominal 89#39;0&quot;Impact&quot Opaque 12131t2022 No Yes Yes NIA Composite. Edge Fiberglass Double Doorwith or Wthout Sldelltes (InsvAhg/Ours viiig; XX.or OXXO =flgumllons) 7 g. Therma-Tru Fther-Classr, and Smooth -fir Nominal 6&H39;8 &qudtimpact9g tot; Glazed 1213lr-W2 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/0utswi g; X configuration) - 8 h. Themla-Tru Fiber-Cbssfo and Smooth.Sthr Nominal 6&d3$8 &quot;I Wi,t&quot Glazsd 122112022 No Yes Yes NIA Composite Edge Rborglass Single Door with adelde(s) Grenneng/Outswing XO OXor OXO configurations) 9 iTherma-Tru Fiber -Classic arid Smooth -Star Nominal 6&#39,8 &quotimpact&quot Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Rouble Door oath or wihout Sidelites (lnsmngfOutsmng, XXor OXXO configurations) 10 1.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39❑& uotlon ct uct.Glazed 4213112022 No Yea Yea NIA Composite Edge Fiberglass Smgel ➢oar (Inswing/Outewhil Xconfiguration) 11 k. Tharm9-Tru Floor-Cfassre and Smooth-^otdr Nominal 88439 D &quat,tnlpaot&quoC Glazed 12/3112022. NO Yes Yes N1A. Composite Edge Fiberglass Single Door with adelile(s) (InsvnnglOutsNeng XO OXor OXO confi9uratons) 12 I. Tharma-Tru Fiber-Ctassicand Smooth -Star Ncminel8&#39;O&quoilmpact&qudq Glazed 1213112022 No Yes Yes Ni composite Edge Fiberglass Double Door oath or Mhout Sidelitss (in s'Mg &teWing, )01 .OXXO configurations) 13 m. Therma-Tru Fiber -Classic and. Smooth -Boar Nominal 8&#39,8 &quctln-pact&quot Glazed Molded IV3112022 No Yes Yes WA Open Composite Edge Fiberglass Single Door (Inswing/Outswirg; Xcordgurauon) 14 n. Thermo-Tru Fiber Classic and Smooth-St2r Nominal 6&939;8 &quotl ngaact&gtlot Glazed Molded IV31=22 No Yes Yes WA - - Open Composite Edge Fiberglass single Door troth Grazad IN Open St ellte(s)(InsvfrtgiiOutsWrig; XO, O%ar o%o coniSu nations) 15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8 &quournpact&quot; Glazed Molded 12/31/2022 No Yes Yes WA Open Composite Edge Fiberglass Douple:Dcor,,Ath or without.Glazed Molded Open Sidelrtes linaWng/Outroing; XX or.OXXO configurations} 16 F.Therma-7ru Fber-Claasic and SmoothStar Nominal 64939.8&quotampact&gU t; Opaque ID31=2 No Yss Yes NIA. Composite Edge Fiberglass Single Door with -Molded. Open 5idelite(s) Ons%inglOutswing: XO, OX or QXO configumligns) 17 q..Therma-Tru Fiber -Classic and Smooth -Star Nominal B&#39;8 &quotsee t8quot;,Opaque IV31/2022 No. Yes Yea N/A Composits Edge Fiberglass Double l�oorWth. or Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail page I at IIN2021 Vale En[IN or We Dote Data Penrnnp ggfg TVD$ Version. Menefacmrer Canteit Htolnee[ a License Validated ayvalidated Submitted FOC Approval Ahpmyad status RoOslon 2020 P.GTlndustrle9 Jana Roaoireld Mtem'rDade EUOD'GER Miami -Dad. BCCO-VAL 1111sa02O 113126f?020 11P2412020 Approved Category: Extedior Doors (441) 485-0100 (786) 3111-2890 sul,Categery: Sliding Extorter poor Assemblies Irosonski�pgllndusldes.c Compllancir Method; Certification Me* or Listing om - Cualev Assurance Approved for use Aporaved for Use Imp- a- A PYctlud Modal.N-ter Rr Noma Product Description Comrad Explretlon Data In,HVNz DWside WHIZ Resiataot. PPossura 9 BG0.3570.(Largo Missile. Impact} Vinyl Slidng (atria Door a4/1412021 Yes Yes Yes NIA May 27, 2022 pm"D UST A P PRUO" V A L S' E C I F A T 100w h 6 N SHEET(2022) a approval numbers on the building components listed below if t to �. �# and Florida Administrative Code 98-72 lease rovide the information and rovlaa n m As required by Florida Stu 55 � n . p � pP 9 � they will be utilized on the construction project for which you are applying for a Category/SubcategoryManufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/- 7. psi 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0l-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332,5 +40.0/-40..0 psf 12/31/2024 PGT Series 5570 NOA 21-0205>.03 +38.71-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Serves 8000/8100/8200 #1105 (8, 7) FL8248,3 +31,01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (15X7) FL8248.10 +30,0%3 .5 psf 12/31/2023 Wayne -Dalton Serves 8000/8100/8200 #1124 (16 7) 1 FL8248.11 +34,41-38.3 f 12/ 112023 D. METAL LOUVERED DRS Curries Division of iAADG1 Inc 607 707 '727r 747} and 847 Single & Pairs of Doors r 1 FL11537.1 N/A see inst sht 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 101812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windom and Doors Series 185 FL15349.1 +60.01-60.0 psf 41312023 PGT Series 5520 FL243.5 MIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261,1 NIA 5/26/2026 E. OTHER 3. PANEL WALL ,lames Hardie Building Prod.. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 FL13192.2 A. SIDING NfA 12 3112023 B SOFFITS B. S i Alside i. Solid and Vented Vinyl Soffit - FL15 72 FL 5272.2 2 .1 1 +. -. 75, 175.0 f 0 per 1213112023 Alpha Aluminum, Inc, Solid and dented Aluminum Spirit � 5 F L16 5 4 R � 54.2-54. 2 f 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10'124.1 NIA 12/16/2022 B, UNDERLAYMENTS Tamko (for Shingle Roof] 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TLI MAX FL5259 NIA, 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp: Off Ridge Vents FL16918.1 - FL16918.4 NIA 919/2026 Florida Metal Products,, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202A +97,5/-97.5 psf 12/1�0/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849,27 - FL7849.28 NIA 12/31 /2025 Boral Tile Saxony 900 FL7849.16 - FL7849,20 NIA 1213112025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S,r DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products' lva Steel Galvanized d a Storm Panels rm an FL1507+6.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES . , , IT�hI Building Components Plates Alpine Truss lags F L 9 9.1 - F L 999.4 1 9 1 NIA 12131 /20 4 2 MiTek Industries, Inc. Trusts Plates FL2197,1 - i=L21 7.5 NIA 12/31/2022 C. ENGINEERED LUMBER W e erhaeuser y Rim Board L1VL PSL LSL , 1 FL6527..1 - FL5527,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 0-030.15 NA 9/11/2023 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 NIA 512512024 l demonstrate product approval at plan reviews I understand that at the time of inspection of products, the followWin information must be The products listed below did not d'em oft p pp 1 p p p � g available to the inspector on the jobsiteR 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Paget of Building Codes and Standards 1)25022 Product Approval Application Detall . .Code Date Date Date Pending Cate T e Verson manufacture Cords Ennineer&License Validated By Validated sutimined FBCAncroval Approved S[dWs Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schrridt P.E. Ryan.A King, P:E. 07J2312020 07/12/2020 0712WMO 1011312020 Approved Category: 9q nor Doors (800) 843-7628 PE.43409. (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies sJaspersonathermatm.co Compliance Method: Evaluation Report from a- m Florida Registered Architect ors Licensed Florida Prof-lonal Engineer E1L1l2D470 Ra FModucCa Quality Assurance Approvedfor Use Aoprevadfor Use Impact Desian Sean Plod It Model Number or Name. Product Descn lotion Contract Expiration Date in HVH2 Outside HVH2 Resistant Pressure 1 a.Therms-Tru Fi ber-Classic. and Smooth -Star Nominal 0&#398&quotlmpact&quot Opaque 12/31f2022 Yes yes Yes N(A Oomposiie Edge Fiberglass Single Door (I-eing/O tswing;.X canfiguraton) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal W& 9 8 &quodmill et&quot Opaque 1 MV2022 Yes, Yes Yes N(A Composite Edge Fiberglass Single Doormth Eidelhe(s) (InsWRglOutsWng )O, OXor OXO configurations) $ c. Therma-Tru Fiber-Classic:and Smooih•Star Nominal6&#39,8 &quot; lmpacraquot Opaque 1213112M Yea yes. Yee WA Composite Edge Fiberglass Double Door with or WthoutSidelites (Inswing/OutsMng; XX or OXXO configurations) 4 d. Therma.Tm Fiber -Classic and SrfloothStar Nominal 8&039 0 &quot;lmpact&quot Opaque 1213172022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door flieW,ngfOutswing, X.configundion) 5 e. Therma-Tru Fiber -Classic and Snrooth=Star Nominal 8&439; 08quokimp.d&quot. Opaque 12131/2022 Yes Yes, Yes NJA Composite Edge Fiberglass Single Door with adelte(s) (InevvinglOutsmng XO, OX or OXO configurations) 6 f. Therma-Tru Fber-Classic and SmoothStar Nominal 8&1039;0 &gtnt;ImpadMquot Opaque 12131r= Yes. Yes Yes. N/A Composite Edge Fiberglass Double Door.vd01 or without Sidslitee (Inew riglCutsvving;JO(or OXXO configuratons) 7 g. Therma-Tru Fibef-Classic and Smooth -Star - Nominal fi&#39.8 &quotimpact&quot Glazed 1213112022 Yes. Yes: Yes NfA Composite EdgeFiberglass Single Door (I naWnglOutswing; Xconfgurailon) 8 h. Thermi Fiber-Classicand Smooth -Star Nominal0&#3g:6 &quoClmpact&quot'Glued 1213112W Yes Yes Yes NIA Composite Edge Fiberglass Single Dooryadl Sidelice(s) (Inswing/Outsmng XO, OX or OXO configurations) 9 iTherma-Tru Fiber -Classic and Smooth -Star Nominal6&#39,8 &quct:lmpad&quot; Glazed '1nV2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door weth or Wthout:5ldelites (Inswing/OutsAng, XX or OXXQ configurations) 10 J; Therma-Tru.Flbei-Classic and Smooth -Star Nominal 8&#39;0 &quot;lmpact&quot. Glazed:.. 1MV2022 Yes- Vea Yes Ni Composite Edge Fiberglass Single Door (Imewing/Outswing; X configuration) 11 It. Tharma-Tru Flper.Classic and SmootnStar Nominat 8&#39,08,quotlmpact&quot Glazed 1213l/2022 Yes. Yea. Yas NIA Compgslta,Edge Fiberglass Single:DoorvAth Sideide(s)(Insverg(Outsmng XO, OX or OXO configurations) 12 I. Therma Tru Fiber -Classic and Smooth -Boar Nominal 85,#3g1,0 &quotlmpact&quok Clued 12/31/2022 Yas Yes. Yes NIA Composite Edge Fiberglass Double Door with or without Sidelitoo (lnswingl0uoVMng; )Oor =0 configurations) 13 m. ThermmTru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot;lrnpact&quot Opaque 12131r= Yes Yes Yes NIA Camposlle.Edge Fiberglass Single.poarWth &quotNon-Impad&quat; Sidell*s) (InsvnnWOutswing; XO, OXor OXOw figurations) 14 n. Themla-Tin Fiber -Classic and Smooth.Star Nominal 6&#39;8 &quot;lmpad&quota Opaque 12,131J2022 Yes Yes Yes NIA erg Composite Edge Fiberglass Double Door wfth &quotNon-Impact&quok Sidelites (I nsW ngfOutsW ng; OXXO carifigurntion) 15 o'. Therma-Tru Fiber-Classio: and Smooth -Star Nominal: 8&#390 &quotampact&soot: Opaque 1213112022 Yes -Yes Yes NIA Composite Edge Flberglasa Single DoarvdtM1- &quot;Non Impact&quot; Sidebte(s) (I new ngfoutawing, XO,:OX or OXO garifigurstiona). is p.Therma-Tru Fl trer Classic and Smoolh,8tgr Nomino18&#39; 0&qugtlmped&quot':Opaque 12MV2022 Yas Yes.. Yes NIA Composite Edge Fiberglass Dou bier Door with &quotNon•Impact&quot Sidelites (I n"wg/OutsvGng; OXXO configuration) 17 q. Therma-Ttu Fiber -Classic and Smooth,-Sbar Nomihei 6&,o9 9 &quok Non-Impad&quot Opaque. 1 D31f2022 Yes Yes No NfA Composite. Edge Fiberglass single Door (Inewing/0utswing, Xcolifiguraiion) 18 r. Therma-Tru Fiber-Classicand Smooth -Star Nominal 8&#39:8 &quotNoilimpaot&quot Opaque IZG1=22 '.Yes. Yes No N(A - Composite. Edge Fiberglass Single Doorwith Sidelde(s) (ImnArgrOute&wg; XO, OX or OXO configurations) 19 s. Therma-Tru Flbei and Si nooth-Star Nominal 6$#39;8 &quot;Ncn-Impad&quot Opaque 12/31/2022 Yes Yes No N(A Composite Edge Fiberglass Double Door wtth or Without Sxelltes (Inswing/Outsiaing; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39&.0 Squot.Non-Impad&quot Opaque t213112022 Yes Yes No WA Composte Edge Fiberglass Single Door - (In-AN/Outswing; X configuretionl 21 u. Therma-TN Rber-Classic and Smpath-Star Nominal 8&#39;D 8quotNcn Impact&quot Opaque 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Singie Door vAm Sidelite(s) (InswinglOutswing, XC, OX or OXO conllauratlonsl 22 v.Therma-7m Fiber-Cliesismand Snwoth.:St3t Nominal 8&#390&quot;Non. Impad&coot; Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Odor Win or wathcut..Sidehtes (ibswingfOutte ing: )O(.or OXXO - configurations) 23 w. Therma-Tru Fiber-Chnesic and $mioothaar Nominal s&#$9;8 &quotNon-ImpaoAquok Glazed 121$112022 Yes Yas No NIA Composite Edge Fiberglass Grgle, Door (Insningf0utswing; X.conbguration) 24 x. Therma-Tru Fiber -Classic arid Smooth -Star Nominal 6&#388 &quotNon Impad&quot; Glazed 123112022 Yes. Yes No NIA Composite Edge Fiberglass Single Door'with- Sdelite(s).(Inswlrg/Outswirg XO: OXor OXO configurations) 26 y. Thera -Tru Fiber-Oassoand Smooth -Star. Nominal6&A3g;8&quotNon-Impad&quota Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door eth or without Strait- (InswingfOuthwing; XX or OXXO configurations) 26 m Therma-Tru Flber-Classicand Smooth -Star Nominal 8&tt39;0&quotNon-Impapt8quot;.Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door 0nswing/Qutswing;. X cortfl9urallon) 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal .88#39:0&qudtNon-Impact&quat.Glated 12131/2022 Yes Yes No NfA Composite Edge Fiberglass Single Doorwith Sidelde(s), (Inswing/Outswing, XO,. OX or OXO .configurations) - 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot:Non lmpad&quota Glazed 12t3112022 Yes Yes No NIA Composite Edge Fioergess Double Door with or .without Sidebtes.(Inking/Outswing;)Of or OXXC, configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.A.'1 of 2 151.^61 ,Fogg &ptily or owe .Dole gate Pendlno. ate Tope Vanion Manufadurar cont-ag1 Ensi-L Licari, Valli By validated submitlad FBC:Aoorord .Aaorovod millm R.14slon 2020 MI Windows and Doors Brentallinger Luis Roberto Lomas .Sayan litUrlch, PE 10MW2020 100fin=3 1(V1911020 12i15r2020 Approved Category: Exterior Doors (W)385-3300 PE62514 r717)31T-8454 Subcategory: aiding. Exterior Door Assemblies bsWmgar�miv.d.com Cpmpllance Method Evaluation Report tom a Florida.Registared Architect or o Licensed dories Professional Engineer OueIINAssurarwit Aptirovodfot Una Approved la Use Impact Deslrnl 'Sea# Product Model. Number or Name Product Dascriptio Contract Ezolaticii Date. II hVHZ outside NVRZ Resistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420.ALU MINUM SGD OXO 12131/2024 No Yes No N1A 145-3146quot;00$:quot: NON -REINFORCED 2 :SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO.XX. 12/3112024 No Yes No WA 96&qud;x808quoF NON -REINFORCED 3 SERIES 420ALVMINUM SGO ReBNFORCEO SERIES 420 ALUMINUMSGO REINFORCED OXO 12/31/2024 No Yes No No, 145.314&qud;x9fi&qu d; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12731/2024 No Yes No N/A XO. XX 96&quotx96&quot; 5 SERIES 420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SGD REINFORCED XXX 12/J112024 No Yes No. NIA 143&quo[;X98aqucl; Florida Department of Business & Professional Regulation Pas.l der Build!Ing Codes and Standards V917D21 Product Approval Application. Detail &.g98 EMI or S2P1 Pm&hp )ga[S "I", vow" Manufacturer COMatt Rhalneer& Llcensa Validated aV Validated Submitted FBC Arpmval Anoroved -TV. Revision 2D20 warn a-remon, a division orOvanheed Door Dresyna K-1.11 John E..Scabes Jedrey P. Arneson, P.E. 1W12/2020 MOM20 1023R020 12(i-W(120 Approved Corporation MO)7634121 PE451737 (904)821-5200 Cffiegmy'. EMterior Opors dkoinishQWayne-dalton.c SubC.I.Q.ry: Secti-9i Exterior O-Assemblies orn Compliance Method: Evaluation Report iron -a Floods Regletered Architect or a Liceneeo Flonds Professional Engineer -- FiA8249:R2n pratluds ;.. Quality Assurance ,... Aoororad(orgsa AoorovadficrDsa ,. $,,or Destan sea & Product Model. Number or Name Product DeschOtlon Comract Eimiratlon Date Al HVHZ outside KVH Resistant Pressure 3 a0DOY81DO18200.#1105 9&d39; Me. Ydd h. 14&#39: Max height. Glazing 1213IQ023 NO Yes Yes +31.00%35.00 available In top or intermediate sedeon. 10 6ON/8 NO200# 123 i i ... 1 &#39: a Wid 4 x eI ht.G n 2 1,2023 6 M x ih 1 S#39. Ma h lazl i !3. g. N. N Ye s yes a t30. f•3 -.80 90 3 n arallabia In top or Inlannetltate section I 4M(30/8100/8200.#1124 10MSt Max Width 148#39' Maxheight. Glazing 1219112D23 No Yes Yes +Z4,401-X30 evallable In top or Intermediate section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 1 P5/= Coe Endwor two Date Date Pendlno leg Tvoa version Manufadunr Cmrtad Fern rneer6 License Validated Be validated submitted FBC A-1 Arromyed status Revision 7020 Comes Dlyisiot ofAADG. Inc. Tom Raney UL LLC Troy Bishop, P.E. 12M W2020 12/01Y2D20 1212112020 Approved Category: Exterior Doors (541) 494-2613 954) 947-0e80. subcategory:. Extenior DoorConponems ton.rettayryeasaahloy.ca Compliance Method: Certification Mark Or'L6 N rn Quality Assurance Aoprovedfor Use Reproved for Use )dpagt Desl(1n See # p good Matle. N h or Name Product De riatlon Contract Eimir*W Date In HVHZ M _ Outsa HVHZ Resistant Pnssun 1 607, 70T, 727; 747 57 T77; end 84T Shuts and Pe ire Of Flush, Glued, and Louvered single and pairs of 12131/207..5 Yes Yes Yes NIA Doors hdloe' metal dcers- Florida Department of Business & Professional Regulation Nagel pre Building Codes and Standards sr<oz1 Product Approval Application Detail Code Entity or Data Data Data Pending Dab IV_- Version Manufacturer Contact Engineer& LlcetKd Validated By validated $upmibad FBC Apomval Approved status Revision 2020 MI Widows dews and'Doors Brent 8i81nger American Architectural Steven M, Udcli: PE t'V17 020 11117i2020 11/2712020 Apprwed Categery:,W11doWS. 1747)360-3300 M-ufaGlurer5:As5ocibnon t717)317-6454. sulaCalegory: Single Hong Ssk4ro.r4 rn[.d.ppm _ Compllanee Method: Certification Mark or Liatlhg Sivalilr Assurance Aoorayeo for Use Aooroved for Use Mina. Deakin Se4:0 Product Model. Number or Name Product Description .Conrad Collation. Date In HVHZ Outside HVHZ es a Pressure. 2 1B5 SH 52x72 Fin1Flargo Frame IG/SG Single Hong 10/04,2023 No Yes No .601-90: Lsminated Glass O N N O-_ � L O Q O CIO �a -0 co O C O C O Q O W O U_ O . (n^` (n W � , O_ 0 � .� ���/'�� VJ 0- Z Z W J n d 'O > W C:) In n N CV Ca a1 y E C 3 � a_ t51 U rJ W G la in S:?-� c 5 110 d � L (D E C/ / Clio `U > O O ^0_ r0_ S.t.. v O U CIO m O CC CC W a z J Z Q SHEET N0, PA 1.0. Florida Department of Business & Professional Regulation Plague of s: Florida Department of Business & Professional Regulation Pagel qf'1 Building Codes and Standards 1J25Y2022 Building Codes and Standards i&2021 Product Approval Application Detail Product Approval Application Detail Pope. Eh Nbl j Date )Zgt$, to Date Pendin Date to 111pdf Version Manufactu mr Contact Engineer& License Validated 6 Validated Submitted FBC Approval Aooroved Status Cod. rSLJIt1Cg am ..ram Data Pending PAS Revision 2020 Ttrermre-TruCorporaton Stave.Jasperaon Lyndon F. SciimidtP.E Ryan J. King P.E. 1010712021 �11B12021 1011312021 1211512021 Approved � Version Manufacturer -�'� t Eral eerA License Valklaied Litt tat n a FBCApproval t us yN �1'@i'¢g §t$i8ttitp A2p1QYVA $3L Categ E,dieror Do.. (800)843-7628 PE-434CG (813)767-6855 Afirmil n 2020 PGTlndustrlea Jane R--Al Wail-DedoSCCO•:CER Miami-DedirSCCO-VAL - 1iA352020 11005f2020 11/1 W020 Approved SutiCablighl 5wlrgi ng Enterwr Door Assemblies ejaspersonCthormativ,oc category. wndays. (941)486.0100 (786)315-2590 COMPliaRce Method: Evaluation Report from in Subcategay: Snal Hung IrosoxesklQpgghdustrill Florida Registered Archdeat or a Licensed Florida cixrgaliance a4iehad- cerfill-on Mark or usto, om Professional Engineer I ` 11 F L1R39-It25 Auductir . - FLrka461-fir? Ptoditc%" , " -. Duallt,X-aria) AoraavadforDse Anoravedfor use ".ad Dealw, Quality Assure n oe Aporovedfor Use Anarovedfor Use Impact C„l g4 $so# Product Model. Number or Name Product Descdptlon Contract Exnlratlon Date In HVHZ Outside HVIH $9ilshalt Pressure Sao u Product Model, Number- Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Reslatam Pressure 2 @H5500 (Large Missne topped] Wyl single Hung W'ndad 07/30,0025 Yeq Yes Yes I'll 1 a. Thermal Fiber -Classic and Smooth -Star Nominal && 11 &quot;Non-ImPact&gtrok Opaque 1213U2022 too: Yes No. NIA Composite Edge Fiberglass S-eagle Door (Inswing/Outswil Xconfiguration) 2 b, Therma-Tau Flber-Classic and Smooth -Star Nominal 6&#39 8 &quot.Nw-lmpact&quot Opaque 1 MI12022 No: Yes No N/A Composite Edge Fiberglass Single Door With Sldelite(s) (InawrnghOutswing; XO, OX or DXO conflguraRon.) 3 0. Tharma-Thu Fiber-Ciossioand Smooth -Star Nominal &&#39 8 &q-kc0or.Impahotgul Opaque 12/31/2022 No: Yes No NJA. - Fiberglass Composite Edge Dia l le Qoor v4th or without Sidelrtes(InswinglOutswing XXw C)XO configurations) 4 d.Therma-Tru Fbsr,Classic and Smooth -Star Nominal 7&#39;0t4quot,14-Impaitticl, Opaque 12/31/2022 No. Yes No NIA Composite Edge Flberglam Single Door (msWriglOutswi'ng; Xconflguration) 5 a. Therma-Tru Fber-Classic and Smooth -Star Nominal7&#3Q0&qu6t Non-In�aot&quot!'Opaque 12J3112022 No Yes No NJA. Composite Edge Fiberglass Single: Door with 5idelite(s) OnswingtOutsvdn9i.XO: OX or OXO configurations) 6 1. Thermal Fiber -Classic and SmoothSFer Nominal 5&#39;0 &quat t4orHmpact&quot:Qpaque 12/3172022 No Yes No NIA Florida Department of Business & Professional Regulation page 1 di Composite Edge Fiberglass Single Door Building Codes and Standards 1&2D41 (1ns5ing/CurtSWnl .X configuration) 7 g, Thermal Fiber -Classic and Smooth -star Nominal 8&#U;0&quokNw-Impa;t&quot Opaque 12M1=22 No Yes No NIA Composite Edge Fiberglass Singled 1^Ath Product Approval Application Detail ppr pp Sidelite(s) (Inswing/oulswing; XO: OX or OXO configurations) 8 h. Thermal Fiber -Classic. and Smooth -Star Nominal Milil 0&quotNon Impa,%quot Opaque 12/31)2022 No Yes No NIA Composite Edge Fiberglass Doubt&Door with. or �4d18 F'gdv ar ,fig �jg mate Patdtnd gg� Without ations) (InsWinglOtltswing XX or OXXO T woe Version Manufacturer C�IacR Ehaaleer& U.-I .Validated By Validate uhmiked A r°r° d S PBC Angel d status 9 -- I. Therma Tau Fiber Classic and SmootMStar configurations) :t1 Nominal 8&#39 8&qupt.Non-Impact&quot.Glazed 1213112022 No: Yss No NIA. AMlnnetion PGT Industries 2020 In. t s Jess Ro'wsN .Miami -Dad eCCD-'-ER Mlemi-Dade SCCD-VAL sa e G -Nf200 i-.rot.20 11172020 prol 11 5 2 1..5�20 rY App qv;, Composite Edge Fiberglass Single DOAr Category- Wridol (9413 486 0160. (786).315-2590 - - (InswingrOutsWlrg' Xconfiguration) subcat.garr. Fired fro ovikl(gpgilndusal 10 J. Therma'-Tau Fiber-Classicand Smooth -Star Nomnal,68,#398 &quptNon lmp2d&quot Glazed 12/3112022 NO Yes No NrA Compllahu.N.thodc CertUoadon Mark or Listing om Composite Edge lass Sin IeDoorwth P 9. r9 9 -.. � 11 , :.- _ SMeltte(s) (InsvArgJ(3utsW4ng; XO; OX-wOXO FLut7,tSA"oduc4a .�," ',' '" ' :r , 11 - k Therma Tru Fber Classic and.6Yrooth-3tar configurations)... Glazed ite Edge 1213172022 No Yes No NIA :....... - ducal Assurance .. Atwravod for Me Approved for: Use Mped Beaton composite Composite Edges Fiberglass Doubb Dow vgth or Fiberglas Double Dow S # Pradua Modal. Number Name Product Dasrxlodon ComraetEaolretlon Oates in HVRI Outside HVHZ Resistant Pmssure.. Without Sidelttes(IneYAnglOulawmg;.. XX or OXXO 5 PW-5520:(Large Mhslle Impel Mnxi Filed lNrl 04n0Q025 Yes Yes Yes NIA configurations) 12 LTherma-Tru Fiber -Classic and Smooth -Star Nominal 7039;0&quotNon-Impact$qutol Glazed 1213U'2022 No Yea No I Composite Edge Fiberglass SingleDow (1w,ting(Outsitirl X configuration) 13 m.Therma-Tin Fiber -Classic and Smooih.Sta r Nom'vnal 7&939;0 &c.cluhImpact&quoh Glazed 1213112022 N, Yes No NIA Composite Edge Fiberglass Single Doorwith Sideliri Q nswing/Outa iving; XO; OX a-OXO configurations) - 14 n,Therma-Tru Fitter-Classk and Smooth -Star Nominal 8039;0&quotl9on-Impad&quot Glazed 12J3112022 No Yes No MIA - Com "posits Edge Fiberglass Single Door (InsuAngloutswifil X configuration) 15 o. Ther"I Fiber -Classic and Smooth -Star Notional 8&#39,0&quotNonAmpWAquot GPazed 12/31l21)22 No Yes No NIA. Composite Edge Fbergess Single goof With Sidelite(s) (I nswingloutswitilXO, OX or configurations) Florida De Regulation [)apartment of Business Professional Re latlon hotel tfi 18 p. Thermal F ber-Classic and'Smooth•Star Nominal 8&#3gi0&quotNwn Impact&quoI Glazed 12J3112022 No Yes No NIA- Building Cedes arid Standards 1+8 W Composite Edge Fiberglass Double Door with or Without Sidelites (InsMilgiCutswing' XX or OXXO Product Approval Detail configurations) Application 17 q, Therma-Tru Fiber-Ctastl and Smooth -Star Nominal blitill 88rquotNon-Impaulilil Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with Transom(Inswing/Outaw,ing Mconfiguration) _ 1s r. Therma-Tru Fiber -Classic, and Smooth -Star Nominal 89#39;8 &quotNon-impact8quot. Opaque IM112022 No Yes No NIP, Coe - tEn Iry oat& Data Date Pentane pate Composite Edge andombes W.g/OLrl. rnith l or and Transom rng70rrfsvang; OlXO; Tvaa Version Mantrresturer ,correct. Endral&license. Validated 9y 'alv aeted Submitted FBC Aggmval Approve tl Status O O/OX or OIOXO configurations) anion Revision 2020 Jahnea Hardie Sulking Products.Inc. Chad Dial V, Andrea Tan John Souihartl, P. E. 0125/2021 12114/2020 0110812021 ding FBC gip+ 19 a. Therma7ru Freer -Classic and Smooth -Star Nominal 6&#89;84uotNcr4riVaotaquot-Opaque 1213l/2022 No Yes No NIA Category: Panel Walls (ill 545-8359 PE-81662 (352)387-2528 Composite Edge Fiberglass SSngia.Doorwiih Subdalegoly: Siang ched,d'iercluc@jameshardl Sidalihl onsvringlOutsvdng- XO, OX or OXO Compliance Method: Evaluation Report from a e,eam Continuous Head and Sill eonflgurathill Funds Reglstered Architect me Lrc,rn5ed Florida 20 t. Thentna Tru Fiber -Classic and Smooth -Star Nominal 8&!!3$0&quot Non-Impad&quot. Opaque 12131/2022 No Yes No NJA Prarentanal Engineer Composite Echl Fiberglass Single Ninth -- . - Sldalt s nswn utswtn XO OX a DXO Ft,97S192.RB Praduds - - - Continuous Head and Sill configurations] OuactExlity lee rLse. Afro 1mDaal poslial AooKIn 21 u, Therma-Tru Filler -Classic and.Smoctn-Star Nomindl88aF39;8 &quot Non-]nglacf&quot Glazed 12131/2022 No Yes No NJA 9eaR Product Model. Humher or. Name Product DsacdoUon Centred Exolretlan pli Dare nX. Onrtalde HVHZ Resistant Fressure mvti Outsioyodde HVW Pressure Composite Edge Fiberglass Single DowrwItti SldelRe(a) (InsWngJOutoWng XO,.OX or. 1 Oempork Lep Siding %bar-cenrent Iepaidng 120112023 Yes: Yea NIA NJA Continuous Head and Sill configurations) 2 HerdiePlank Lap Siding ilb ement lagakMg IWI/2823 Yes Yee NIA N/A 22 v. Therma Tru Flber-Cal and 6mooth-6Yar Nominal .88439.0&quckNon-Impact&quot Glazed 12)31/2022 Na, Yes No. NIA Composite Edge Fiberglass Single Door w4n Sidette(5)(I inswing/OutaWn)XO, OX or OXO Continuous Head and Sit configurations) 23 In. Thermal Fiber-Classicand Smooth -star Nominal .Still&quot;Nonln*lxt8x;il Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass. Door Panels with Vented Sidelitill (Inswinglau!swvLg' XX XXX or XR)(X configuration%) 24 x Therma-Tru Fiber -Classic and Smooth -Star Nominal $&#39;0 &quot,Non Impact&quot Opaque 12131/2022 No Yes No W - Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (InswnglOutawing, XX XXX w XXXX configurations) 25 y. Thermo -TN Fiber -Classic and Smooth.5tar Nominal Ell i1quotNw-Inyoadiliquot Glazed 1.2J31/2022 No Yes No NJA Composite Edge Fiberglass Door Panels with Vented Sldelitall (InawinglOutswng XX)MorX)= Florida Department of Business & Professional Regulation page aft 28 z.Therma-Tru Fiber -Classic and Smooth -Star configurations) Nomiml8&#39;0&quartlNon-In,,Paci&quot'Gland 12/3112M No Yes No N)A Building Codes and Standards 10MW21 Composite Edge Fiberglass Door Panets Ninth Vented S chafte(s) (I nsvAngJOutswhx3, XX, XXX or XXXX Product Approval Application Detail configurations) 4- N N -Cu N "- Florida Departmental Business &.Professional Regulation Page 1 ar1 Florida Department of Business &Professional Regulation vagal are () Building Codes and Standards itsI Building Codes and Standards 1+�zD21 O L L Product Approval Application Detail Product Approval Application Detail N = L_ - TO Q'I Entry" pate -�€ Date Parrett � Cod's n I a Date . Date Pending � = •� V ty T. a version eariutacturor �� �mion Contact Emprill Liparis, Validated Itlat i Val od submitted FBCA-,ro l v tl AntRP-3_ Status $L ISC9E V�oal Manufacturer $ rlj Enoinall License Vaadatatl lW Valitlatad Submitted FBC-Aoomval Aoomyad sal i§, .1 0 / � U a) .�I ♦f1 Ill }e Revision 2020 MI W ridoweand Doors Brent6hgrlger American Archuectural Steven M. Ulrich, PE 1O'➢612020 10106/2020 ItW92020 Approved Revisibn 202P MI Wlndoars and Doors Category:' Winclorl &arrtSittnger American ArchAectural Stevan M Lklm. PE 7171361-3300 Manufacturers Anominion 1122n020 11/22R02a li2&2020 Approved •t Category: Windal (717)3rx5.3300 Manuintore-a Association-(717)31T.8454 4(717)317-64d4 txxftk,gm@rhW'd.dwn y,.. �' ♦ 1 I ) V � Sub Category: Hatzontal sutler bsluingar&mhad.com "Category: Fixed. Compliance Method: Cartlf lm- Mad, xr L,I T� V v Compliance Method: Clarification Marker l-al a Prodtcts.. flY iwfidlii tadutla L .FL......_-.fi QuaItY Aasurange ApMOV,irl fef Dse ApprOyed for Use �R D gelity tA. rar�a Amovadf L_a Apnrovedforlka aaRasl 138&IM1 �. O # Product Modal. Number Name Product Dasru®lien Contract Expiration Date In FNNZ Outside XVN2 -eel Resistant Preswre 591 Product Model, Number or Net" Product DesCimlbrt Contract ErDlrellg2 Dale In XVHZ OutsltleHVHZ ResistatN Presauro. � _ MA or Yes *601-60 O 0 1 AS is8 Fin and Flange Frame nA21 naulefed Glees OW1612024 No: Yes No -557--55 1 185 PW 73 x 72 lneulill Glass 04J03/2023 No No = M O > F- -0 ._ W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of t 152D21 Cod- nE till 13jr1. Lna Data Recall ,notq. Two. Version Manufacturer comaut Spain-E, Liemis Validated 0, Validated $ulanitted :,F8C Alusica l Aoie,lor §tAwt RNslon 2020 MI Mnda-vs: end'Doors giant 9ltlln ar Luls R Loma9;: PE ,Stevan M. Urlch, PE 9 IOR812020 10f09r2020 1(1119/2020 121152026. Approved Catagoy Wmtlovrs. (717) 385-3300 PE-62514 � (717)317.8454' - - subcategory- Muilrcns bsitlingeramiwd-com' Compliance Method: Evaluation Report rqm a. Florid. Registered Architect or a L tensed Florida Proreasimal Engineer ,. eL'a+ktR'aRh prxWUgls - - call Aidej as Apafoyedfor Use- Ancroved far Una broad- Dow,, Beak Produd Mona. Numbs or Names Product Dascratlton :contract Expiration Data 'gd..NYd£ Outdid, NVHZ Resistant Ransua 2 5704 Vial Aluminum Mullion 12r5112024 R. Yes Yes WA Florida Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Flags 2d2 1019/2021 Qft Wthy or ,Oat re Date Pending Palo mme, vomit Manufacturer Contact Enokn,m&Llcense ValklatedW Va(Igated subditt,d FSC Abpravel Approved stgr1S R.'Alson 2020 Aside Nick Thompson Lyndon F. SehmiI P.E: Ryan J, King, P.E. 02/182021 02J15{ 021 02222021 W312021 Approved Category: Panel Wails t330) 922-2389 PE-43408 (813) 767-5555 Subcategcy: Sdita nthanp-&lside,com Compliance Method: EvaluatfcnReport III . Florida Registered Arohitectme Licensed Florid. Protessim l Engineer FiAa627i-R3 Products ` `.- Cullly Assurance Apnrxvrdfar.Use Aoocw.dfgr Use Impact Desgn a-# Product Model likarl'or Name Product Deal on. Contract exWrdlmt Date In MVkZ. :outside. HVHZ assistant prassura I 'a..&quot:2T&quot Sofa Vent m Soul Vinyl Soffit 12MIQ023 No Yes, No NIA 2 b;&qud;Allim- T4&qudl; Sohn Vent ar Sold Vinyl Sofa 12MIQ023 No, Yes' NO WA 3 c.&quel;GreenOriar Vintage Beadedul3U:Sail, Vent or Solid Viny3.Soffit 12131,I No Yes No NIA 4 I Ldluct:058qud, Sdfif Venter sold Vinyl Safrt 1 W/ I2o23 No Yes: No NJA 5 .. 4tiot;Charter Oak&quou SRI Vantm Shcd Vlnyl,Sonk 1W312023� No -Yes No NJA 8 f.&qud;8.per Sptiril F, Soffit. Vint ar SddVl Soffit 121312028 No Yes No NJA Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 1I=1 Product Approval Application Detail 27 'za.Therma-Tru Fiber-Clamic and Smooth -Star Nominal 681139;8&quot;Ncn-Irhpapt&quot Glazed. 12J3112022 No Yes No NIA Composite Edge Fiberglass Single Door with 35N39;0 Sidelital (InsvvinipOutswing, XO OX or OXO configurations) gp Ike tit r a Die, D`ggt Date Pendiria �g E9�t it ar 4L� 2� Ewe Pending �t D:L ALI 20 zli. Therma TrU Fiber -Classic -and Smooth -Star Nominal 6&#39 8 &quiitNon Impact&quotfGtazed 1213112022 '.NO. Yes No NIA Tvoe.. Vemlon Manutacurer, Codtaet EnWneer& Lncerrse Validated By m ' Validated submitted FBCAgamvel Aowoyed status T. " �sq v.'rsion M Manufacturer F90W5t E ndralA U-Skse Vaildatad an Validated s FBGAcamoyal ,. apDrgYR4 8 �3t-g Composite Ed p Fiberglass Double Dow With g RewsWn 2020 LAMKO Building LLC Martin. Kern FAep Rgren NrelYilnan John W. Kn4drivkn,,PE 1=412020 CWWD2G 101172020 12/152020 wed Approved . Re.Msbn 2020 L:V. Th sea, Inc.. dba Thompson AfcnlSectu al P.. .,, Ton Christman Zacha R. Pttest Y. ,y, .. Steven M. Lill PE 09/17/2020 o9L191202D Da1222.02(1 12J1 M020 .roved Approved 3&figur SIdelit&s (InswinglOUtNv4ng; C)OfO _Products C •Roo9n g f417i 824.8644 pE.59166 I954 )772-6220 - Company Me015 CpmpanY ITAMCOj i613124a-3458 PE-74tIT1 (717)317-8454- 29 zc, Therma-Tru Flbar-C{aasicandSrnootb-Star oonflinal Bon) coot Glazed 12J31/2022 No Yea No WA Subcategory: "' Subcategory: t. - Ferd_eden0femkP:cam Category: Roofing the ere an tonyag-w oanng.com Composite Edge ib lass single D Cam osile Edge Fiberglass single Door colt 3&#39;0 P 9 g 9 thud Evaluation, Compliance Method EvaNetim:Hepon hoiti a -. Integral Part.fine RooengeSysteam Sidel'Re(s).(Inawinglautswrng, XO, OX or OXO Flad Ragildred Architect ore Licensed. Florid. Compgande Method:. Evaluation Repontom'a. 30 zd. herma-Tru Fi r- ass'-& dS ooth;Sta T be G1 IC n m r configurations) Nominal &#39' Nom a 8 ImPact&quot;,GlaZed 12J31r2022 too Yes No ! N A : Pre,fessien.l Engineer . , n . . <;. ...-..,;,. - - - ,:. - :,, ;' _; Florida Registered Architect era: Licensed Florida ,0&quokNon Composite Edge Fib lass Double door with �9 :.: LiM23 4t9 .F - ,;: . , .. ?. - : ` I'.. PYbdUUs ::. ... .. ..::. . .. .. .:, ; , -` ... , ,.., ,- .. , ,,.. :. - , .,, ,.. !--,. :. - .. -; , .' ,.: ..,. , . ,.::,. .. .,,_='",, n = s - .,._ , ":; .. ..-..,.. -; .:: • ,. .:. .,: ,.: , . ..:. .,,:: , ,...,, ... :. . -. Profaealonal En Inaer 9 3&#39'O Sltlelites Insv4n 10UtaWAn ,..%XO ( 9 9, O .,.: ... -. gualliv Aswranca 0.00rowdforusa Armrbvad far Use _... .. �- Bedpan „ fill p ,:; .,. f �. Pr tluda ,- `. - ,.,.,_; .-, -. ' . 31 ze.Therma-Tm Fiber.Classicand Smooth -Star configuration) Nominal 7&#39;0&quotNon-Impacf&quot.Shatter 12/31J2022 No Yes No NIA see# Product Model Number or Name Pieced osecdoUon Cpnlrad EzoirMkn Dale In NVHZ aulaide HVHZ Resistant Pressure. - - euality Assyrrante AoorovWdfor Use Approved for Uss Impact Olden Series Composts Edge Glazed Fiberglass Single- 1 TAMKO Roof Undarlayrnents(HVHZ)- Rmillmdedaynnents forua.in FSC HVHZ 0612912023' Yes No NIA NIA Sapp Pmtliret M.tlei. Number or Nam@ Product Descrmtian contract Exauatitm pate 1n HVHZ outsirie HVn2 ReSfiiMt p�agyLq Door with or without lilil Sidalae(s) jurls®dtions. 1 TAMCO Flat Top Off -Ridge vent .!in Beige for ne 26 ga. static roofvomitator with battle 09f062026 Yes Yes NA N/A Qnaw/nglOupiwalg; X OX XO or OXO configurations) 2 TAMKO Rod Underlayments{NDN-HVHZ) Rod undedayments for use an FBC hor-HVLQ OM92023 No Yes NIA PUA 2 TAMCO Gooseneck Vent 26 ga. OaO62026 No Y49 NIA W1-52;5 ]misdcuans, 3 TAMCO Ott -Ridge Poor Vaal colt Baffle _ 26 gel static roofvefirlalar Mii integrated baffle 0810321r26 Yes Yes NIA NiA 4 TAMCO Round Top Orr -Ridge Vend with Batik for Tile 26 gal stalk roofventliaior with barge Gab812026 Yes Yes NIA WA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLA16259-R31 Code EntM, oC 29& 2911 2914 PM Status Type Version Manufacturer COrttact �119gineer & Validated By Validated SubmittedPending ApDraved Approved Revision 2020 License P9LYGLASS USA Maury,Alpert, � John W: 10126/2020 101221 020 FB . 2 � 1211512020 Category: Roofing S95423313305malpert@polyglass.corn Robert Nieminen Knezelvich, PE ARRL Anal SubCata o : PE-59166 g ry 954 772.6224 ( ) IV01/2C20 Underla ments Y Compliance Method: Evaluation Repartfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLfA5259-R31 gt{glgyraseunm AD&Ugdforum AWiQ 02rUse IS111111ft Dselan Sea# Product'Model, Number or Name. Product Description Contract Emlradlgn Date In HVHZ Outside NVHZ ResiStarlt Pressure 1 Polyglass RoofUndeifayments Roofingunderlayments 14r2112022 No Yes WA 4NJAJ-622a 1 Polyglass Roof Undedayments (HVHZ) Polyglass roof underlayments for use In FBC12/23/2023 Yes No N/A NJA HVHZ Ainsdicd,5ns. 2 Polyglass Roof Underta ants non-HVHZ F lass roof underlayments, for use i212X Ygl Ym ( ) olyg aYm .Ili 23 No Yes WR * WA1-622.5 FBC non-HVHZJuriedictlons. 1 Polyglass Roof Underlayments(HVHZ) Polyglass roof underlayments for use in Fell Yes No WA NJA HVHZ jurlsdidlons. 2 Polyglass Roof Undedayments(nm-HVHZ) Polyglass roof underlayments, for use in 12/21=3 No Yes NIA +NIAI-622,5 FBC non-HVHZJurisdlction l 1 Polyglass Roof Undedelyments (HVHZ) Polyglass roof undedaymentsfause inF8C1?12312023 Yes No NIA N/A HVHZ Iurisdipllone. 2 Polyglass Roof Undkidayments (non-HVHZ) Polyglass roof underlayments,for use In 12123f2023 No Yes. I +N1A1-622.5 FBC. non-HVHZ jurisdictions. 1 of assRoo nd tla ts'.VH • P I .ass o and I e FB 023 P ygl Roof a ymen (H Z) oyal. roof n eraym ntsloruseln BCt2133J2 a Yes N o I NA /. NA HVHZ iurlso iclions, 2 Polyglass Roof Underfayments (non-HVHZ). Polyglass roof underlayments, for use in 1212=023 No Yes. NIA +WAI-622.5 FBC non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dull page f of 2 10IBM21 Cod_- Entity 9--t. -Da4 Date Pendina Date Tvoe Version Mamdadura Coal Engineer & Licesa Validated Sir Validated Submitted Far Aoamval Agomvad meatus Revlaten 2020 MiTak Inc. Erin Walden IGG Evaluation Sarvke, LLC ICC Evolution ServfC@, pail 1i2021 OMOM21 08/1212a21 Approved Category, Struictural Components. I952)898-aern - LLC. SuhCatagory- "Russ Plat. -IdenQrtAl.com (201) 599.0800 compliance Mathod: Evaluation Report from a Product Evaluation Entity F -LRR18T•Ra Prdrkmf3 NAssuratce Approval for Use Approved for Use IMI)sM Do n See# Producl Model-Nulnbervr Nana Productoaserlotlon Contract ExWratlbn pate In HVHZ outside NVHZ Resistant Pressure 1 M16AH8. 18 ge. high strength truss connector plate 12/312022. Yes Yee MIA NJA 2 M188HS, ilaga. super high atrengthamas conneporplate 12131RO22- Yes Yes NJA NIA 3 MII 16 16 gal buss coin ector..piate- 12/312022 Yes Yes NIA NIA 4 MT18HS 18 ga: high strength truss connecter. plate 12/34r2022 Yes: Yes MJA WA 5 MT20HS. 20 gs. high Strength truss copulate plate 121312022 Yes Yes NIA NIA 6 TL18, Mll 18ga. truss enhadmplates 121312022 Yes Yes MIA MIA TL2Dhfr20 20 ga. piss edmector platee 12J312022 Yea- Yes NIA WA Florid Department of Buslneill Professional Regulation Building Codes and Standards ProductApproval Application Detail page roll 1f(I DgrL- 111th nr -PAS a 04, Pial ate Tyge Version Manufactuner Contact Enumeer& License Vsll,M,d By YabdatW submitted FBC Aoomval Approved Status Revision 2020 Lomanm Katrina Jelley Jolts L ewcbr.r, P.E. Steven M. Udch. PE 11,12=020 11l23112020 1112all ding FBC APph Category: Roofing (501)9836163 PE-31242 (717)317-8454 - SubCatagpry: Rooting ACcesscrreg that. af.:.1 Nelleyalorrenco.com I fits r l Part of the pool em 9 P ( g SY•r Cwrgillance McNnotl- EvaluetioiRepod from e Florida Registered Architect w a Licensed Florida Professional Engineer - P Lar7agx-Re Prgdul:t ouagty Assurance Aonroved for use Approved for use m-DsSi Design sea# RpductM del Number or Name Product Vasurinthon Contract Explrallon Oat. in NVHZ OutsldaI Resistant 1 D.dk-Mr�DA-4oTR1-Built peck -Air I Prof Lon yPrpPyle I M 12110 ile, ale Pol tie Pastic-Rod Ve 2025 No Yes No-97,b?.W,5 MeehanlcellyAttached to Plywood Deck, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page f of 1 1J251m22 code Enthil cr Rill 21k Date Pendina 211ga Type, version Manufacturer Contact Eri near & Uoense Validated By Validated Submitted a FBC A royal Approved Status Revision 2020 All American Shutters and Glass - 's P. 1012 12020 101151 0 Mike Barbieri Frank L.. Bernardo, RE Troy Bishop, E. 8 !1 202 111 512020 0 1" 8J202D 2l1 Approved Appr ed Category, Shutters 561 712-9882 PE-0046549 954 947.0880 ( ) ( ) subcategory; Storm Panels mikeloCaliamerlca ainutte Compliance Method: Evaluation Report froma rs,wm Florida Registered Architect or Licensed Fiords Professional Engineer 11 FLlilTeaseit lorotluets _ - __ : -m Soo# Product Motel, Numbergr Na a Quality Assurance Anoroved Tor Use Aporovedfu ProductDescription Contract Fix Iratlon Data in HVHZ rod p Use Outside HVHZ Impact Resistant Design Pressure 1 24ga Galvanized Steef Storm Panels 249. Galvanized Steel Storm Pon.]. 12/31 J2022 Yes Yes Yes WR Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.pI M1 6n4121ol Code EMHr or Date al Date Pentllnn Ill 1Vpe Ve w1 Manufacturer Contact mlgdneer a License Validated By Validated eSubmR[ed FBCApiroval ppprul sztus, Revision sion 2020 Wevem sercb B ldwn ICC Eelualon SerAee, LLC IaLehrer P.E.P,E. D202221 1O32020 02=2021 Approved Cat gory Structure] Components (253)924-647G - - INS) 53S-3288 - aubC 1 g n, Engineered Lumber Robert Haldvnn@wdymha Compiler- Method- Even -ton -Report from a cuaer.00m ,.. Product EvalQagon Entity = it"> r, yj Prpdud[s - z v -_s . Duality All.w nca I Aerial W lira Reproved fin. Use idea ,- Qaa a rl r seep Product Model, Number or. tame product: OeseHot]on contrail Date. IIytHVHZ:. Outside. HVHZ Redifirtfitill Pressure. 1 Microllem LVL Laminated Veneer. Lumber 03r312023: No Yes NIA N/A 2 Panels. PSL Parallel Shand Lumber o3/312023. No Yet NIA WA 3 TmberStrend LSL Lemineted Strand Lumber 03l311I No Yes N/A NIA 4 TJ film Hoard 6hnCtu rail Composite LumberorOriented 8thand 03/312023, Na Yes NJA NIA board Rim Hoard 5 Wayerbee... r R lit Board Ddented Shand spartl Rim Board 03r3l/2023. N. Yes NJA NIA Florida Department of Business ,& Professional Regulation pal I bra. Building Codes and Standa rds I/72I111 Product Approval Application Detail 923k Entity w Data Data Data Pandna talc TY Version Manufacturer contact Evidnear& Linens Validated By Validated submitted PBC A®rgval Approved Status Revision 2020 goral Routing Anderson aIAPMD uniform vacuat'ort GarYW.Waker 1102020 11/0 11512020 Approved Catagury: Roofing (6013 W-6091 Services LLC, (205) 85"im subcategory: tippling Tiles RcbirWidersglligbcrel.eo Compliance Method: Evaluation, Reportfronf a in Product Evaluation Entity sTurs4sata.ptpdua"s - ... ' - ,. - ,.Quaila ..- . _ y .. Assurance: A pproved for use Apo roved for Use A NIIDatI $gdgit aal Product Model- Nrmborm Nerve Product Dascdotlan Contract Excitation Data, m XVN Z' Outside HVHZ ,[ RosifA sure 19 Saxony -Sri ka Slane Coon[ Slele Split Old Eh fish &e Y ., y `uP 9 n -oe Fiat Pra I over coCD 12/3 202 G rm Yea w A JA MJA N Thatch&amp Impact 17 Sill 600 slide Shake&amp, Split Shake Flat Profile-9loekion. CA 42/312020 No Yes. NIA NIA 18: "Saxony 600 Slate, Shake 6amp Split Shake Flat Profile- Rialto, CA 121342020 No Yee NIA NIA 19 .Saxony 700 Shak,Slee Arm Solt Shake:- Felt Pill Stockton, CA 121312020 We Yes NIA NIA 20 Saxony 700 Sh toe; Slate &amp; Split Shake Flat P onle RI tie, CA 12/312020 No Yee NIA NSA 27 T Jae Espana / a. redler a High Proud Katy, TX 1213112020 No Yea NfA I 26 Mlles Low Prtlle-Katy, TX 12/3112020 N. Yes MIA N;A Florida Department of Business & Professional Regulation page I'of i Building Codes and Standards 1012021 Product Approval Application Detail Cgee. gltillyor Die. ,♦�fe, Date Pendina Date S1fE4 Version Manufachuer Conract Fumtnaer& Cleanse. Varndated as 1f�ygitpl, submitted FBC Ariattival BRRIgi9g $1➢alr. Revision 2920 Alpine p Stuart LavAs CC Evaluation $.rvioe LLC William M. Ranieri RE 1N 10t3112020 i1U2212020 111110512020 N5f2020 Approved Category: structural Components (321) 710-3377 (407) 681-1917 Subcategory; Truss Pleas 91ati4sQaiplheitw.com Compl ante Method: Evelu.tion Rapot hom:a Producl Evaluation i h e ry FLk1998.R7ProdutllS.: auauN Assurance Abwovadimthux Apprwadfcn Dec Im d o gee# Podutt Mod OR, Number or Name Protluet Descrlrnlon Comrad Ezpbabn Date. In H�1r iF OUKrtlefNH2 tie4j�lr rg Pressure 1 ITW 8CG/A ia..H strength ka brier a r a ) M.t.l Co -bur Pete 1213112024 Yes Yes NIA NIA 2 ITNBCG/Alilne Hinge Plate Metal Connector Plate 12J31)2024 Yes Yes NSA NIA 3 ITW BCG/Adm Trulox Metal Connector Plate 12/31/2024 Yes- Yes NIA NA 4. ITW BCGIAIpine Wave Metal Connector Plate IW3112024 Yes Yea NIA NJA colle •],void Ve sien Manufacturer Affirmation 2020 Alpha Aluminum,, Inc, Cantilm: Panel Walls subCatdgdry: Splits Compliance Method: EYelocum Report Ill a Florida Registered Architect ore Licensed Florida Prdeseimel EnW nee, Saa:p.' Product Model. Number ar. Name 1 Alpha:Mummum Build till Vented Aluminum Soffit! CMU $amp: Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Conked Erwineer &License Validated &r Seven M, Wish. RE 17173317-8454 quality Assurance Contract Exmrallan Data DTI302023 Pagel-02 9b`a2021 Pill Data Date Pending Doe. Validated Submitted FSC Acomval Aporc Stdua 11A CV2020 IIfi62020. 112012020 Approved aid .for Use Approved for Use Impact Design I4THZ Dutsicia HVHZ Resistant Pressure. He Yea No I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval. Application Detail Page i d 1 1I&2021 ,rm w •Mg, Date Data Pondrno 2d2 Typo Version Manufacturer ,Entity SdonSPgt Ennmep,Ea License Validated By Validated Submitted FSC Approve! Approved Snafus Affirmation 2D20 PGTlndis ale. t s Jans Rasowsk Miami-oade BCC -CE I 4 .... R Mfami-Odo Ill a.. V 11r052020 iir05;'2D20 11/1112020 PpprWeA Catogorl Wridoays., _ _ (941)486.0100 (786)315-2590. SubCatagay' Wilma, Ircsaaskloplitindustdes.c Compliance Method: CartUCatlon Mark' or Listing ova FGAffi&}.It1a'Prnduett " ". "' ':: ' `:' ,', .11 ` :- ,": �.,,., ; '., -:`: Duality 0.saurence ADoravatl for Use AcKhmadior Usa Imoad Dog - since Producl Mol Higher or Name Product Dowriotim Contract Expiration Date In FkRZ putstda HVHZ Resistant Pressure 1 MUTAms for All doors and Windwrs AWminum MuMons 95126=20 Yes Yas Yes I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a2 1WO21 al ar RIMINWASEMEMEFIRMEM Ill �ag DaTePandino ggtg Type Version Manufacturer Conrad emiiieer A Llde o Validated' By Validated Submitted FSC Approval Apomval stanics Revision 2D20 GAF Mmeel StI.h Robert Nlemr an John W. Knecevich, PE 09126/2020 D9212020 1=21I 12A&2020 Approved Category: R.cI (80D) 706-3411 PE-51I (954) P72-62Z4 ButiCatagas/- Asphet Shingles msileh�W.oam Compilance Method: Eveituirc h Report from a Florida RegistaredArchitect or, a Licensed Florida Professional Brigham 4LNfp42G-R'.. -. "' IFodust9 . _ - - QUAiRVAasurall - 11 Aoaruvedfor Use Anoravedfor Use Ime l Design $ee # Product Modal Number the product Cescrlodgn Cwarad Eudration Date in HVHZ Outside HVHZ Resistant Pressure,. 1 GAF AspheN Roof,' hingles Fiberglass reinfocad 3-trill. aminated, 5,tehand 12116,7027 No Tits NfA NJA hiplrldge asplieitahingie. Florida Department of Business & Professional Regulation page.-1 Oil Building Codes and Standards III Product Approval Application Detail Code EMIN or 21111 ;jg Date Pollicino Date Ve=Ion Manuraetuher .Canted Engineer Cleanse Validated 9y Validated submitted fBC Apomval Approved Stales; Revision O20 7 FloridaMotel Products ins: Clark Jonas dames' I. Bucker, FE ..� Steven M. Unah. PE 05272020 09/2512020 1011342020 12/1W020 roved 2 ADP .. Category: Roptng r904)783.8400 C6UCK: Engineering (717) 317-8454 SJbCalegoy- Roofing Accl:ssades that era... elarklipnamed.dom PE-31242 Integral Part al RoorngSystem" C..pli..M.thddE-ithil Raportfr nh it Pierce Regl IeMdArchitall a Licensed Fronds Professional Engtnear ':. i 1388=RZP,dBuds ,_ �;- .. �- , :. Cull Assurance AggroyeiforUse Approved for Uae hIW t. .Design spa k. Product Model. Nunher or Name product Do Ig= cmdraetC 'ril lgn Date in HVHZ outside HVHZ Resistant Pressur,. 3 3- FLAMCO 8quil V 10 Ridge VeritSqudt; Aluminum Ridge Vents for ptched roofs fabricated 12131QO24 No Yes I NIA from 6.025' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget .1I 125022 Cade. Entity ar .Date Date Date Pending Data T-e Version Manufacturer Contact Engineer &, License Validated By Validated .Submitted FBC Aooro l Approved status Revision 2020. Global Protection Products L-C. Tim Robinson Water A.Trtla Jr. P.E. John W. Knezavlon PE 09/08J-2020 09J0W 20. 10r01/2T20 1211512020. Approved! Category. Shutters (954) 889-7545 PE-44107 (964) 772-6224 Subcategory: Storm Panels bm,robinsmCgppentoom Compliance Method: Evaluation Report from a Florida Re9 istered Archirect or a Licensed, Florida Professional Engineer p'5078.Rf.'P-roduct's. . . ;: .. "'.. . ,. " . -- , " . , Quality Assurance Approved for Use Approved forUse D ' ion e S R Product Made], Numbtlrar Names Product description Contract Explratlon Date M in HVHZ Dutsitle HVHZ Resistant Resistant ressre U �� 1 20 Gage Galvanized Steel Storm PanelslHVHZ Corrugated Gatvanaed Steel Storm Panels retained 12/3172022 Yes Yes Yes NIA or not by tracks to provide hurricane: protection„ 2 24 Gage Galvanized Steel Storm PanelslNHVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2022 No Yes Yes NIA or not by tracks to provide hurricane protector. Florida Department of Business & Professional Regulation Page 1 aft Building Codes and Standards 11I Product Approval Application Detail code ratty pr 292 We Dot, Pending Dajg jyge version Manufacturer carried F,nanaat&Licenss Validated Validated submitted FSC`Adoraval Approval status.; Rev.kc, 2020 Commis lai Corn eta Prolucts,Inc, RobertGlllls -.must A. Green T S te. g - Joh n Hoy 12/162020 1 [20 2 2J162 20 12l292020 tll'ng FBC:Appn CatogoJ• Slruulwal Components I61] 659-3707 PFl ($52 5i3 - Subcategory: Products intro h old as a Result of pracnstgatm@yahoo,com N any Technology - Compliance, Method: Evaluation Report from a Fladde Reg It dArchltectare Ucensed Ford. Professional Engineer g ear pLtl'n4.jtraducts - .. -., - Guality Assu , Accrch ad fix Use Awrol for Use impact pexan sea# Product Model. Numbmpr Name Product Oescnrdlon Contract Exmratlon Date. In HVHZ Qufslrle HVHZ RerAatpbt Pl+sssure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Untels 05/252024 N. Yes ll/A NIA May 27, 2022 E Z Z W J i® ? \� 1? ® 1- CL Cl 5 =4 e m Ili CV t 7 9e; A. N C It Cn a m i G7,. W %39 = nil go C; G :x f= L.)� sV,f V W W =Z...: 'I 00_ W = r"'n. 9 G'1G rya im -'s C Ins 0 U) L. a) E_...., 0 z �W V J CIO O CL L. Al� U O L- 0- n ' W U CIO M =:3 Q -0 a- O L CIO L. W C � Q / W V z z a J 11 SHEET NO. PA 1.1 -+--r O N C_ U L Q% O p Simr�son trar►tr:Tir� 202ii FBC A raved Produces r - r... - ~w For direct links to alt 53Tapprorlals Nsted befdw, CLICK HERE INForad Updated n n Simpson trap Tfe 20 FBC Approved Products- r.. -g e C A ''For direct Nnks to All`EwT gprovals listed "few, �,Lf KHEH.E. a o a2 upd tad,2l3 r2_ a ,. �9mnsc�n Strong -Tie Ile �D20 �'BC Approved F'rt�dUctS For directlnHst 08STa ra761s listed neGoaa: LICK HERE l.- o A,p Updated , 213o#2o2a P fy - Simpson Strong -Tie 20�0 FBC Products 'For de p•NnKs taair`SSX- Vials fistoo bolow, CLICK HeR Er $pp U a 2 p oat d l zt3trrzu a O W s_ pr � �.T . } .: onaldntam ion re aduf Fladas5te ePro ct: r .S ie �., k+ I a. 9 r - 9 teb�id du qpp oval. ys rn arrrd NuamA?ade Cwn y R e 0. .-CLICK HcR£:. NtAtae rlf _aaePtaa¢ (NOA)., fl[ t.. r t, -.aaddikl- el-rna � ;:.. regarding �Ff-.. set a eproduaA Duet - rl>; Cotur Mart F _ on . t mat. pn rag g adds rule Pp ttystexr and N4am?-t?e, . , y r t eLfe6C _ d; f t ae H r# N. Csro Aona ea. CJO ,. okj p A? .. r .-,5 e a P oou - r f.. 'tit If' n on- ar ar �- dasSt trl r to tier: s H?a e oraddt I tam re d Hat o d F era [axy C maml-PPsati[r C'pJ . g.. ,_g ..p 1 sP. P ., , _ N a 1• Q -- UCK. HER o atfua f ace tau. A c J. Y p t. AYE , m ar I a du ,, nk F ar r d F gas wl A ro m. -Da eC;cu add�l aI n a t14rt dt t8'1 -State d Product al-5 � t iny ff an IHiamt d of a -. 1. a.....-9 .9 , PP Y`a. . -. -N ta, : SLICK HER dtics.'t3f.As J xa. Ga hC3 n t A1. Y p -.. � .dlE V , _ U FL#23SS-Ri FL#10448-R6 FL#10456-R5 11 HUS,HUSCseriesharlger5 Face- mounthsing ersavailable fnwidtilsran gingfrom, l•518"to3- 91i6" and heights ranging from 4-5116" to 11' Concealed flange egg Product Model. Number or Name Product Description See # Product Model. Numbertar Name Product DascdgaM Sea # Product Model. Numbar>sc Name Product Description version (H USC;-aVAilablefor models having width sovaIV br O O 1 Titan Stainless Steel Concrete a Masonry $crew (TTN-SS) 1/4" dlanreterTitenstaihless-steel masonry screw 1 A21 A23, A$S, A34 A35, A44 Angles 1 ET, ST13STH Brrk Ties greater than 3-9f16" O L L O 2 APA21 APA4, APA6 APVA2I, AIRWA APVAS Outdoor Accents Angles 2 f MST12_ CMST14, CMS1•C1# Coiled Straps 12 fbs sariea_hangers Face -mourn hangers available in vJdths ranging from 1-718" to 3 21 3 APB44, AP(�14R, APVB66, AP666K AP88e, AP588R APB101 q APB1A1 QR,.APV544, Outdoor Accents Poet Bases 3 CS14, C$6, C$98 fi5 0, CS22 Coiled Straps 518" oriel heights ranging from d il4" to 15' = . Q FLk9588-R6 APVB4.4R, APVB66, APV666R, APVB86, APVB88R, APVBI010, APVB101 OR 4 C;SHP18, GSHP20 Coiled Straps, 15 LOU3.25=S138, I.GUs 63,$D§, LGIJ623.81DS Face -mount hangers M O �.� �� CIO 4 APDJTZ-4 APDJT2R-4, APDJT24; APDJT2R 6, APVDJ72-I, APVDJT2R-4, APVDJT26; Outdoor Accents,De6k Joist Ties. 5 CTS218 ComprestiOnFerri Ztrap 14 LU24, L026, LU2$ LU210 Face-m-ount hangars CT3 -0 Q Sea # Product Model, Num bgr brlJame Product Descdtrtion APV0JT2R 6 DSP, SSP, TSP Stud to Plate ire 15 LUG26Z, LUC216Z Face -mount her gsrs , _ E O L 1 SD10112➢66 , U?utdaorAeperrtsConneciorSerew 5 APNH46;,APHH46R,APFiH610,APHH61oR OutdoorApcentsHeavyHangeY 7 H1�H10A,H2;5A,H3,HBH7Z;H16,H16S;H162,+11625 HurncaneTles . _ 16 e : , LUSseries.hangers s 16" 4; Face -mount ranging tb � 2 SD0112 SD9212, sD10112; SDI 0212: strong-Qr1ve SQ Connecoor Screw 6 APL4, ARLs, APT4,11PTd, APVL-4, APVL6, APVT4, APVT6 Outdoor Accents, L and 7 Beam tit-Colutrur'Ttes (f _ , - HGT 2,.WGT tea, HGT 4 Heavy i er . o Ha y O rd Tied v�rn 5/8 , and heights rah in from T to I O-IiSyle, g ranging . (n lQ� ('a 8, S➢&11255, SA92I.$S5 'trong-DrVeSD Gtirid etsorSfi Screw • 7 APLH24 APLHVR APLH26 APLH20R. APLH310, APLH210R 04tdoorMo6rits Light Hangers ,. " tiS24 . , HurricaneTre 17 GU : :: , 5" S M. S.5 -S i15 s Sf1S , M, 3.63 SDS, MGIJ ,,25- DS, GU q US, MG ,8ZSQS,,MG,QTQ07 o nt .. Face-m U hangetS r .F T (� +-' 4 SDGF2,2484,SDCF225't2SDCf'22614:SDCF22704SDCF228,s8SDCF2201v1� 1 a^7n-t SDCPTttriber-CFS: rx g D the eretrt $ B1YL.Z BhckVe tLederGon tilr rrAda g i> 10 HSS2SpS1.5H'SS22SQ53,H�SD53,H534SDS8 Heavy Y �f8 MIUsaCr35larigers. 9 Fare:mvuNthaiigersatrailalitainsMddfs.r6trl from i MGtoa g n9 SpCF221134, S➢CP221384; SaCF271.955 SDCF272355, 9 CBTVZ CUT47 Condealeti BeamTias 11 HST2 L HET31,'HST5, HSTB Shaght straps V8" and heights: ranging from e-1511'6'"to 19-'fI4", 5 SDQP22434, SDQP22512_ SDCP2261,, SDCP2.2700, S[r_P22858• SDQP229jZ Strong -Drive SDCP Tlmbor-CP Screw 10 GJT3Z, CJT4Z, CJT54 CJTSZ Concealed Joist Iles 12 HTS16, HTS211 HTS24; HTS28, HTS$O. HT330C HsavyTWOStrap 19 MU526, MUS28 Face -moult hangers `SDCP221100„SDCP221134;SDCPiVI403 -. 11 DJTT4 Deck•JoistTie 13 HTSQ18KTZ..,HTSQ20KVZ HeavyTswstStrap '20 SURSUL:SURC,SULCseneshangers Skewed faee-.mounthengersavailableinWdthsrang ingfrom 1- ' 6 SDHR2T400, SDHR27614,-SDHR31400, SOHR31614 Strong -Drive SDHP c6mbo-Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-911ff1and heights ranging from3-111 V'to 13-34'7 SDS25112, S[3&2519h S0525200, SDS25212, SDS25300; SQS25312,.8DS25412; $tron -Driva E08 Heavy4 Connector Screw 9 13 F-C4. FC5 Framing CNps '15 LSTA9, LSTA1,'2, LSTAIS, LSTA18, LSTA21: LSTA24, LSTA30, L&TA36 Straight Straps Concealed fiarigeversroll (SLIkC SULC) available for, gill double SDS255i7D;:JgD5258Dq:SDS2;S8t#T 14 FVJAh}Z Fcalant3ationNlaO_Anyles 16 LST149;L5TI73- Straight Straps 2Xand 4X r odels; only aWeflange iszoncealed, 8 SDS251129S, SDS252005 ; S0825212SS, SDS2530OSS-SDS25912S5 Strong -Dr ve SOS Heavy -Duty -Connecter SS Screw 15 GA1, GA2 Gusset Angles 17 LTBZD, LTB40 Bridging 21 U series hangers Face -mount hangers available in vAdths rangingfrom 1-9116"to 9 SDWF2716, SDWF27720 SDWF272A SDWF2726, SOWF2730 Strong-D-.rvaSDWF Floor -to -Floor Strew 16 H2A,1­125T, H8, H10A.2, HID$, H14,.HGA.I0 HurricannTlos 'i8 LTS12 LTS16, LTS18, LTS20 LightTwiistStrap a" and heights ranging from 2-518"to11.114" 17 HCJTZ Heavy ConoaaLed Joist-rie 19 MGT MediumGederTiedown 15 HH41 HH6 Header Hangers 200 MST27, MST37 META$, W60, MST72 Straight Straps FL#1o0I. 19 Ki3S1z Knea-Brava Etabil¢er 21 MSTA9 MSTA92, META16, MsTAIA, MSTA21, m&A24,. mswrA'3o' M[8TA36, MSTA49 Straight Straps FL*ios6T�R6 20 L3O, L6. 6, L_ 70, L80 Angles 22 MSTC2$r MSTG40, MSTCW, W, QK MSTC78 Straight Straps sea Product Model, Number or Name ProductDescrlotlon 21 LCE4 Post Cap 23 MISTC48B3,MSTC6663 Pre -Bent Straps Re product Model.NumbernRNarne Pmduet0escrioticri 1 ATR3/&, ArTR'112,: ATR5f8, AlFask Threaded Rods 22 LS301 LSSO, L870, LS90 Skewable Angles, 24 MST126, iVET136, MST1413 MST160, MS7172 Straight Straps 1 BA series hangers Top flange hangers avatli In vAdths ranging:from 1 9tl el' to•7- 2 ATUDS ATUDti2 ATUD9,ATUQ92, ATUD9-3, ATUD14,ATUDi4-2 Aluminum Take-Up:Deviee 23 LSCZ Ad)wstableStair Stringer Ocidne tar, 25 MTSiZ MTS16, MTsfB, MTS2q NiTS24G, MTS30, MT830C Medium Twist Strap 110"arid holobtalrarroingfrom7-1188"to.;'3W,, 3 _ BP318 2 BP712; BP1f23, BP51�2, BP518 3; BP2/4; BP3/4 3, BPRTUD3 d Bearing Plates .24 LS5.126LZ, L5SJ26R2; LSr3J2331i, LuS128RZ; LSSJ21/JLZ, LSSJ210RZ Field Ad] is* CA 1 C 16 1 6 2x/2 NCA2x1t7-1^�, N 2K1r 2 N A2u8 NCA'^� 9 1 , NCA 1D Bridging g rig 2 DGBF serias han ers g t To flange han, ersavellable In widths -ran in from 3,515,10 7 p 9 g ranging •4 CNW$)B,CNV Ia.CNW516,QW04.CrM518112,CNW34-SJ8 Qg4plerNuts 25 LSSR181,LSSR21 LSfiR237,'L36Fk2.56 L5SR210-2 LS5R410 Field AdjWsta)nle'eulopeablelSKetiYubeHanger 27 RCWBIZRCWBIA VVaP Bracing, 1/8 and haightsfangingft€imq-114"to'24"; 5 CTIJ055,CTUD65CTUD66,'CTUD75,CTUD76,CTUD77,CTUD67,CTUDSeCTUDg7, Coupling Take-Up"Devioe 26 LTKLTPa Tie Plates. 28 R'PS1%RPS22,RP32a Repar Plate Strap 3 DGFseries hangers, Tap flange harigersavallabtein, widthsrangingfrom 1112"tc3- CTUD98, CTUDW 27 ML23Z, ML24Z, ML267, ML287, ML21CZ Angles 29 RSP4 Sind to Plate ConnBetar 578" and heights tonging from7-114'to 24", 6 NO, N4, N5, N6 Heavy Hex Nuts 28 MMHO Roof Tie-➢kwon 30 SP1, SP2, SP4, SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangersavaklable in Wddts ranging from 1-314'"to 3 7 RTUD3'ifU035,RTllD4,RTtJO4lq,RTUD5,RTUD6RTUDZ,RTUDE Ratcta6ngTake•Up13eyvide 29 MMiHC Hmued'ReofConnector 31 SPH4,SF'H8,'SPH& He�avyStudPlateTie 518"andheightsrangingfrom9-1/4"to2A•'; S TU➢9, TUD1 O Take -Up Device 30 MML1J26, MMLU26-Z MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 S31.5, SS2 , SS3, SS414 Stull shoe 5 EG5, EG7, EG9,series:hangers Top flange hangers available n lOdths ranging from.5,114" to:8- 9 TUW38 Take -Up Washer 31 RBC-RRCP Roof Boundary Clips '35 ST9,.ST1.2,ST18.$T22,ST292,ST2122,W2115,ST2215,5T8215;5T8224,5T823E Straight Straps T/8"and heights ranglrigfrom II"to82i12", 10 URS3 318" Uplift Rod RunT-isdocvn System 32 RST-3 Roof TPe-Down 34 TS20, T627, TB30, TB36,T642; T1348. 71354, TB56: TB8D Tension Bridging 6 EGg series hangs s T.op flange rangers available iti vatltf s ranging from 3-578 to7 11 UR84 112"Uplift Rod RunTledown stem 33 RTG222%RTC42_117C2 R7C44 Rigid Tie Connectors 35 TWB1G,TWB127WB14 Wall Bradirg 114" and heights rangingimmi4-114"to32", 12 URSS Rig" Uplift Rod Run lledournSysbeim 34 STCSTCTDTC,HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiadovm 7 GLSseries hangers Saddle. hang arsavailablein-ratdthsrangingfrom 3'-;110to8-718" is URS6 "54"Up1lhRod RunTledownSystem 35 TJC87,TJC57 Truss. Jack Clips 27 W8106,WB1o6C,W9126,WBt26C,'WB143C Wall Bracing a noheuPubsranging from B-1/Zto2s"- 35 ZZ Z4, Z44 Panel Stiffener Clips 8, CLTV series hangers Top flange hangers available>fn wdths ranging from $-114" to 7- 11,8" and heights ranging from 1 i"to':12". FL#10444-R6 ELYa10S31-RS S HQseries 'hangers, Top vAdth$ranging from 19116 t07 FL*16447� 112"and heights, ranging from Wile 391 sea # Prtrtiuet Modal: Nurttherx7rN i ne Froduot Lk"sarldlion see 1r Firodttdt Model, NumberprName Plodudt Descrl ion- 14 HGL9 ser eslhangers Saddle hangers avakdlein wldthsrangtng from J9-11�k'to 67T8" 1' DTT2 Hold down 'SeG# ProductModel.Numbertrr'Name ProductDescribtion 1 GBW237wS.S;YJ3H237x7,63,fBH2,37i9;75 Concealedhangem and heightsfangingfrAm10,1 `to28": 2 HDC1014, HDC1:0/22. Hold-down 1 AHEP Adjustable Hlp4End.Connector, 2 DU DHU, DHUTF series hangers Face mount(DU, DHU) volt"tea=fV"ls.(DHUTF) hangers 11 HGLT series hangers Top flange hangersavailab.lain widths ranging from 3-1te to 8- 3 H028, HHDQI I, HHDQ14 Hold-down 2 DSC2R-.SDS3, DS02L.SD9$- Q9t05R,SD63, QSC 8L-SDS3 Drag S"Confieciitits availabIg in Vdths ranging from, 179/16"to 3-9110" and heights 7/8" Ynd heights rangtrt9 from 7-112'-'to 32' 4 HDIJZ, HDW4, HOJ5 HOU8,. HfQU11 HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 12 12 HGLTV Serieshangers. Top flange hangers availablein Widths ranging from 3 114" to 7- j 5 HPA26; HPA35 $Vep-style purlln anchor 4 HCP1 81, HCP3 HCP4 Hip Corer Plate 3 HGU3.63-SVS, HGLJS 25 SF?S +iGUa;50.5DS, HGU5.62-SDE, HGUT.t30-SDS, J4GUT25- Face -mount hangers. 118" and heights ranging from 14" to 33" 8 LSTHDB,LSTHD8RJ Strap-stylehold,down 5 HHR02,2,HHRC42,HHRQ42-2;HHRC411.81,HHRC44;HHRG52S13.25;141=RC5:37/3.lZ HeavyHiptoRidge Connectors SDS,HGU9,t!(3-SDS 13 HIT senesnartgers Top flange hartgersavaiAbleInwidths ranging from 2=5116"tc3- Z MASA, MASAP Foundation anchor strap HHR066 4 HGUSserjes hangers Face -mount hangers available in widths rengThg from 1518 to 7- 9/18" and heights ranging from 18" to 26"- 8 MPA132,MPA144 Strop -style purlinanchor e HR01.81,HRC?2 Hip RidgeConhector $,J8" and heights ranging 'from5-wi&'to12718" 14 HUSTpseneshangers Top flange 1691:1angersavola*iriwidths ranging hom3-118"td :9 PA18, PA231 PA28, PA35; PA51, PA63 Strap -stye purlin anchor 7 LRU26 LRU28, LRU2g0, LRU212 6fafterHangar 5 HHGU5.25SDS HHG115-50 SUS, HHGU5;6�SDS, HHGU7 00 5D5; HHGU7 S.SDS, Face -mount hanges 3-9/16" and heights ranging from5 5A`to 13:7/8" 1 D PA118, PAZ, PA128, PAI35 Strap -style puOr anchor 13 ILEUM, LSSU28, LSSU210 Light Slopeaple/Skewable' U Hanger HHGU9,00.6DS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- �g 11 STHD10, STHD1 ORJ Strap -style hold-gAgNn 9 TBE4, TSE6 Truss:Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS21D-2, HHUS4E;-HHU.S48, HHUS410, HHU65-50/10; Face -mount hangers U2' :and heights rangmgfiro }-T( B'tn18Concealed flange C`°4 12 STH714 STHDI4RJ strap -style hold -clown 11) TC24, TC26: TC28 Truss Clip' HHUS7251.10 version (HUCTF), availablefor all modeishavingv0dih equal to or 11 THA29,TWA2i3,THA21AjHA218-2,THA222=2,THA413,THA418,THA04t;TH022, AdJuslabli?Truss Hangar 7 H5UR H.SUL,HSURC,HSULr; sands hangers Slewetiface-mount hangers avalisbiainWdkhs'tangingimrri3- greater than 2 9/16"I THAC422TRA426•THA422-2THA42S-2 118'to5-118'andheights renjingfrtim441,V"tal6,V4". 16 HWP series hangers Top fNnge-hangarsavatlab?einwidths.rangingfrom 1-9116"to7- 12 THAI1$If22,THA(205/221TMAt2,1122THA1222,THA1322,THA135?2:THAt4Q2 AdJ0SY&blaTrussH4ngefSzezi1orl,loses eorceatadfangeYesian(} URG HpUtC)avarasleforah 118"and heights ranging from5VWto, -2W 13 TH,A1.422 THAR422 Skauvaal Truss Hanger double2Xand elf mcdel�,DfJyacuteflarlge is aonesalec)_ 1 i HWPH saries.hangets; Top Nange hangers available to widths ranging from 1-9/16' fo 7- Ir- Q , 14 THJA26 LTH4A26; LTHMA Multiple Truss Hangers 8 }iTU26, HT028, HTL210'; HT J26-2'HTU28-2r ;HTU210.2 Face -mount hangere 112"and heights ranging from 6-SO' to 32" C) 15 THJM2.4-8DS3,'THJM2<SS0S3, THJU25, TH HJ2,&W Multiple -Truss Hangers b HU HUC series hangers Face,mount hangers availabli vvidfhs-ranging'from 1-VI T to'7- 18 ITS series Banger' Top flange hangers available In widths rang In9'from 1 VI6"to 3- > w 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7f8" to 1$414"_ConcealeO flange 515" and heights ranging furimV.1/8'tp 16' 17 VPA2, VRA2S; VPA3, VPA35, VPA4 'Variable Pitch Connectors version (HUG) avallable fol-all models having width equal t1 or 19 JS series hangers Top flangefiangers available. in width of l 911I and heights �a =. r- '18 VTCR ValleyTruss Clip. greatarthan2-91116" ranging iromi5.3/$"`to7-V*' ro ao 10 HUCQ1 81f9 SDS HLlG41 $1/91-3QS HUC 3210 2SDS, WUCQFIO 3 SQS HUC0310- Face -mob t tiange s 20 JBA series hange s Top f ange hangers available in worn gf 1=9M6" and heights .- c u r- 9DS,HUC0410.SDS, HUCQ412608, HUCg5.2W-SDS, HUCQ525/11-EDS. HUi,Q010- ranging from 9_5,ti6"to13-10 N ro az SDS, HUCa61a•sDS y o Q CV E d F V N C E d � G Simpson Strong-Tie2020 FBC Approved Products- Updated 12/sono2rn Simpson Strong -Tie 2020 FBC Approved Products Updatocl1Wt>f2020y Simpson Strong: Tie 2020 FBC Approved -Products Updated i2/3=020, Simpson Strong-Tie2020 FBC Approved Products Updated 12=02a Fa direct. Nnkst0 Wil SST approvflls Nsled: belvr, CLICK HER Fa d roct Nnkstod ssT "rovWs W,4 belad, CLICK HER For erect Inks to all SST approvals listed beg,,e,,CL1CK HER Fa elect T. listed. below, CLC.K HER For addpal information rQ9a rdi9Flanidas5tstew-de ProduM. App oval System and MrarniTzde County Notice ofAceanceSNA},G � 'n._ a Ipnarmat-anregoowniSNot-ce ofAcaa tanae t[9A, . FIandas5tatewMe Pr�uaAPp w ldSYsiem ad G : . For additional .nfarma-on regarding Fidrda t t wide ProduclAAp ovaSystem an ana-Dade County Notice of cGptaee kN6A?, :. FaraddItion I information FIndes5atew-da ProduaE 1, ApprwalSysem andMom-Daetaun HNat Notice of AaaeAtanee(N A ,rt-u4 21 LBsenes,hangers. Top flenggrangers:avallabieih2vdth•oft-9116'andheights FL#1:1468-114 1$' S/LBV1,56SIL5`1;81.SLBY2D(1SiLBV2,37,s/LBVZW,S?LBV26&,'SILRV,3.12; Top Flange JoistHangels 5 SEC -AP Adhesive Antorrorforconctete ranging from 5 318" to 15115 SILBV3,56„ S)LBV3.62; SdLSV4,06< 51LBV4,12, S/LBV4.28, VILSV4.75:_ S&BV5.60' 6 SVnng„Br?lt 2 (ST62 6CB2 4SS; STB2-8SS), Shong-Bolt 2 Wedge Anclfor#or concrete availablo jn carbon 22 L13AZ sarres liangdig, Tap flange hangers available hl width of1I-Vle' and he hts ;Sad # Produdt Model. Numheror Name Product Descllntibn 19 VLTT2p, WDiT2Z. SFHTTI4, HTT4; HTC5 Holdowns steel and Types 3b4 steel ranging from g-3f1E" l0131Is"' 1 HHUS210 3, kHOS2104' Joist Haa9ar 20 S/MSTSo, S/MS772 Straps, l lS mill (1 q ga)1 7 Titan HP lTHt7-Hi THD-HMG_,THO-Fl4SS, THD-H6SS,.THQ CS, THD-CS68Sj Then HD Heavy Duty Screw Anchor for c9ocr6te and masonry 33 LEG$, LE06, 1.1 G7 series Hangers Top flangeL hangers available A widths ranging from S-1 K'tors- 2 H'RS6, H1138, HR512 Strap Tres 21 SP4,.SP6 Stud Plate Ties avall Ole with hax hda+f In oatbon steel and Types 304 and 316 7/8' and heights ran ping morn 9"to,8V 171 3. 14Jt 210-ZS11S, HU02210-3•SDS, HUC231C-808 Joist Hanger 22 9SP, DBP TSP Stud Plate Ties: stainless stsei, 4ir-with countersunk head in carbonstegl and 24 MEG5, MEG7 series hangars Top flange hangers availabls ini Widths ranging from 5-1X'to 6; A THp82, THG93,TH0131,1ZTHGSH3, THSSH4 Joist Hanger 33 STC, DTC Truss Clip Type 318 stainlesssteel U 71$"and'heighis ranging from-9"to 32 9' 5 7HGQ2-SDS3, THGZ1"wSDS4,5, THGQH2-'SDS3, THGQH3SDS4.5 THGQ144S05 .Joist Hanger 24 7nD22' Truss Brace,Diagonal a Then HD Rod Coupler l7HD"37&34RC, THD50931RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available h widthsranging from 1-9/16" to 5- e THGW3.3; THGW3-4, TiGW4-5,:THGW4.4' Joist Harl 25 TJC37" Truss Jack Connector 9 Titan HD T11read9d Rod Harrgeri(THDB25158RH, THD53715611H; THD37212RH, Tr%h HD Threaded Rod Hanger for concrete IZ'grldheightsrangi"from9-,14"to24" THOW7,34RH T1-ID1021211H) 26 PF, PFB, PFDB; PFRSB:serfeshaggars Top flange hanger's available in width of 1.8/1'T and heights 10 Wedge -Ail (WA} Wedge -All Anchor for masonry ranging from3-S/8" to 7 118" FL#11473-R5 FL#j3904.R5 2T RR Ridge rafter Conneptor '28 WP seties hangers Top flahgehongersaysillable fi widths ranging from 1-9116" to 7- Sea # Product Model, Numberbr Name Product Descriation Sec # Product Model, Number r Name Product Description FL#1.6?30-R8 116 and heights ranging 9=114"6i=' 1 DETAL;21? Double Embedded Truss Anchor 1 CGt]rV15,6?-Sl Hi7G, GCQM4.82-SDSHDG, CCQM5�50-SDSHDq CCTQM5_p2-SD6G, Masonry PierCaps, 2 FGTR FGTRHL FGTRHR Girder Retrofiit Anchor CCTQM4 B2-SDSG QC7QM6.50-SdSG, CCCQM3 62-SOSG, CCCOM4.61-SQSG, Product Model, RumberoF Name Product Dt=m2tian 3 HIS,H16S H1,6-.2-1­118-2S HmficaneTie GCCQM515D_9D5ra' 1 AT-XP ATXPHigh-Strength Acrylic Adhesive for concrete-ormasohry L �%QW R5 4 FiETAi2,HETA16 HETA�ti HE1-A29; HETA4l3' PmbaddadTrussAnciror 2 E�CLGtM3,62G-ICT,ECCLQM4-62G•KT,ECCLQM5-50G•KT,ECCLLiSMl62�rlCT', Mlasonr Pier Gas Y p 2 Ef-Hf� ET' -HP oxyAdhaslveiarl,as9riry p 5 HL-TAL12 H : '16 H ;AC20 ETAL ET Embedded Truss Anchor ECCLi,L7MQ~ti62G-Ii`f EGCLL+DMQ6.50G KT•, E'CCCLRQMD3,62G-kT, EGCi,i»i�lMDd.6`2Q,- 3 SET-XP SET-kR High-SttengkJl Epcxp Adhesrrafor masonry Productlfgdel-Nuum_beror='Nama ProductDescriatian 6 HGAM'ID,HM9 MamonrYrstrofitcarlilectdrs KT, EQQt_RQMI?5,5GG-KT A Strang-Bolt2(S1B2)' [:ong-BoR2Wedge "nohorformasonry �e n' 1 ABA44 A8A44R, A8A46, A6A46R, }8A86ABA6R AdJuskle Post Base 7 HHETAI6• HHEA0, HHETA24, HHEiA4(3 He v Enbaddedl ssAmahor, 3 IGUM525HOUM5,501 HCU,M7-.bO,HGUM725, HGUM_9;Q0 Heavy- MasonryHangPrs 5 Titen-2 N2) Tiien2ScrewAnchar#oTGbncret 2 .. ABU44, ABU44R, ABU4�, ABU46R, AE3U5.5, ABU5 6, ABU65, ABU6fi,ASU66R ABU$8; Adluscxble Post ease 8 LGT2, LGT3 SDS25 LciT4 SbS3 G e IrdarTl dovvrt 4 LGU 26.2 LGUM26-3. L_GUM2�4 LFaUM2&2 LGUM26.3 LGUM2$ 4 LGUM210 2 M , ,, . Masonry Beam Han Ors: y 9 6 to S (1`H 7 Titen Hl� D H4S , T1•{D H6S5 TH[LG5655 _ e ll 3 Trten:HD Hea. Dut ScrerrAnch Ffor, concrete available in G4 �' . y ^^ 11 W ABUSBR, ABIJ1010 ABU101DR: ASU 1212, ARU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2IA :4, l_GUM46;;LGUM48, LGUM410 orsle stalrTlesssteeI*tn hex head, end 316 stainless steel with 3 ABW44Z, A13W44RZ; ABW46Z, ABW46RZ,,:ABWfi6Z, ABW66F2Z, ABW7-7 A.dJUstable Post base 10 -" METAI2,.META1'6, MEFAdB,.META20, MEf'A24; METH40 d Truss ncho E7lised �Anchor - t 5 MBHA3-121g;25 MB ' 312/1 25'M8HA3-56f/.25 BHA3:56/925 MBHA35W11 HA. 1 .. , M , , ... , M5HA3.56I11.68. MBHAa, &I4, MBHA3,5.6f16, MBHA3,56118, MSHA5.5TI17 25, Mason To Flange Beam Hangers y p . g._ - 5. 7 Tken Turbo ccunWrsuMk head. Titan turbo &xew Anchor for z 4 AC4, A04R, ACE4, AC6, AC6R 'ACES Post Cap, 11 MSTAM24, MS- AM36, MSTCM40, M$TCM60 StrapTle for Masonry (TNT concrete or masonry 5 BG4, BC46 BOAR, BC6, BC'6R B+•:8, SC$Z-214, BC52-.',16 Post Cap 12 MT5M16,.MTSM20i HT8M1k. HTSM2AD l'wist Strap for Masonry MBHA5-50,V.25,MBHA55€1111.25,MBHA5_5a111.88: M8HA5,5D/14, MBHA550M8, I 6 C1344, 01346 G648; CBB6, COBS EmheddadColumn Base MBHA550f18 7 CBSQ44-SDS2, CBS246 SDS2,:GBSQH6 SD52, CB5r186-5DS2, CBSOW, SDS2 Embedded Column Base 6 M15110,5619.25, MBHU3,56/11 25,-MBHU3,56111 88, MBHU3.56114, MBHU356116, MBHU$56/18, MBHU5,60/9,25, MBHUS:50111 MaHU5',50114, Masonry Beam Hangers FL#j6837-R3 � 8 CC, EM ECDU Series Bolted miumn rapawlth W1 rangingfrorrr3-114"to9-112":and FL#tl4WRS MBHU550/11.25 58. W2ranging from 3-5/8'to7-1,112'" M8HU55(Yj6,MBHU5;501/8 §"l Prod uCtModel. NunitworName ProductDeaorintion O 9 GCgSD'u2:5,E u652v$0mes Screviedoolumncap4wIhVJlrangingfrom'3.114"tog-1/2"and Sect Product Model,Numberor-Wame ErrrductDescrintlbn 1 7t34B1018-5KXiC1A18?110101 0-4K,XQ151010.XQ181016.4K #10-1aStrorlgi-6iveXMeial ff•Drilling,Tapping Screws with NO L W2 ranging from 3-5/8' to7.112" 1 DTT1 Z DeckTenslplr Tis Drill Paint 10 OPT442 CPT86T CPTW Concealed Post I'le Base 2 HD12, HD1 g Boted Hokowns FL#13915-IRS-RS 2 XLQ11471224 )(L4114B1224.2K 412-.: t4 nS D[Wtr XL Lait�.Head M I Self-Qrilliny Tapping, 11 12 EPB44A EP844. EP64S, SP3bG 111 Embedded Post Base Embedded Post Base 3. 4 HD3B, H D5B, H B HDgB HTT-0 HTTS, HTT,S•-;314 Bolted HlolQbWrta 7ensiorr'Ves Scpi # Product Model, Numberar Name Product Description 3 :) 191 I4SI224, 94011i484224-2K Screws wfth #5 ➢rill PoLarge ➢iameter Heat Masher Heats 412,24 9ttong-Lr vs XM,Medium=Head Metal Self=trolling, O 13 LCB44, LC668' Erribeddstl Column Base 5 LTT19, LTT2p13 LTit31 Light Tension Ttes 1 SO S 6 SD 2245 5D 2250 SD tQ 6 ' SDW2�00,, U2338, DW3243 , W 8 W 0, YV22¢C10, . W22 38, $ton -Dr $ P-PLY A TRU S-PLY -Drawls g, >va ,DW EW And , .4+ Toppling Samos With #6 Dtifl Pgjnt And Medium Diameter Hex pP g 14 LPC , LPC6Z Light Post SDV426:i4 4 XCd11451224. fl11461224 2 5K X1.145132W', XQ1 2S1 24 �111.2131224 2}4 #12.2A Strong-DrivieXm lSelfDrlfli7BrTappitlg6ctavuswth#'a Drill Point 15 MPS44Z, MPB86Z MPBBSZ Moment Post Base 2 SDVVC154507 SDWC15600 Strong-DIIve SQWO TRUSS Screw 16 PB44, PB44Rt PB46, FB63, PiObSR Embedded Post Base FL#13620-RD Z, SMH193WD6 SOWHI0400D6, S13WHIWOOD6 SOWH1980006, SVivRIB1O00DB Strong -Drive SDWH TIMBER-HF-XSorery 5: XU84S1016, j{U3461016--�51< 41?=16 Strong -Dr ve3CU MstafirSelfilril)uag, Tapping Screws, With IT PBS44A, PBSt16 Base SDWH271000G, SL?VV4wiQDOG OWS18400 Strsng-DfiveSDWH TIMBER-HEXHDG Soww #1 Drill Pcot 1 B PSVS, PSVg048 Round Post Base Product Model. Number or Name Product Description 5 S WS162i2, SDWS16300, SDVVS16312, SDWS19600,SDWS1.9712,S13W522400,SDWS22500;SOWS22512,S0W82Z5X;. Strong-DrfvaSDWS FRAMING Screw Strong TIMBER ScreworteriorGrade) O 19 PC44-18;PC46-18,PD48-16OC64-18,PC65-16,EPC44-16,EFC48-18,EPC4&•18,- Post Cap 1 58518x24,-66718RZ4-S$Ix36 s;BAnchor Boils 8 -Drive SOWS EP064-16, EPOSS-1.B y 55TB16, SSTB2Q_ SETB24 5ST82&, SSTB34, SST836; 85T815L, SSTI3201_„SSTB24L, SSTBAnchorBolts SQM£ 72,800,SDWS2290%SOWS221OW, SDWS221104, SDWS221200„SDW 1500 FL#35320.RO L 20 PC4Z PC4H7, PCPrZ, PGBRZ PC8Z, PC8RZ, EFC4Z, EPC4RZ, EPCOZ, EPCORZ,'EPGBZ„ Rost.Cap SSTB28L 7 SDWS223COD8; SDWS22400DB, SDWS22500D8, SDWS22WODB; SOW=30f7LlB, Strong -Drive SDWSTIMBER-Screw (E-derior Grade) EPCERZ 9DWS221OOOQB Sea# 'Product Modal.Nurub-#rvrName ProductDescriotrorr 21 PPB44-4Z; PPB44-6Z past Base 8 -8t)W_122312DB8, SDW522512DBB 0utdox Accent%Siructural Wood Screw 1 DSSC 4S_,5_ DSSCB48, ➢SSCB48, DSHS Bypass Framing Drift Strutfi„onnector /11 W 22 RPBZ Retrofit Post:Basa 1`1,00872-R4 9 SDW82780EiSS SDWS274049S; SDWS27500SS,.SDWS2760ASS,-SDWSVWOSS, Strngg,UW0.6D.WSTIMBER SS Screw. 2 FGB43.5. FCB45 5, FC847,5, FIC849 5, FCB4115 Bypass Framing Feted -Clip Connector SDWS271000W, SDVVS27120OSE 3 FPHSW4SIOitI, FPHSGUS1D1$; FPHS034B1019-5K_=FPHSD34512 4,- 41048 and 912-14 Strong-4tiVe FPHSD-Framing to-CFS SOW- sea u Prod uct..Model, Numberj6rNamre Product 04scnbtlah 10 EDVVV13409 Strong-DrivsrSDW_VSDLETO-RIM Sorem FPH$ 3461214, FPWSM4B1214.5.K Drilling, Tapping Scriews IFL M0866-RS 1 GMSTIZ. GMST14, CMSiC15 CS14 CS1$, Q518; C52q,GS22 Coiled, Straps 11 STH OutdoorA0whits Hex;Hsaci Washer 4 LSFC 25; tSFC4,23 LSFC6,25„5FC2.25, SF04.25, SFC6.25 del Framing Connector 2 HRSF kFZSB, HRS12 FHA6, FHA9;':FHAl2, FHA18, FMA24,'•FHA30 M5Ti?6 4ST13tl, straps mill (12ga) 5 LSSC4 6, L8SC626.SS�2,25,.SSC4.25, SSC62a IMSSC2.15 MS$C 25.MSSC8.25; SlaaiStud:CPnrfEctors Sen # Frcduct Model. Number or Name Product Description M&T149, MSTIW, MSTI72„Q/MST27, S1N18T37 SfMST46 6 MS$Ck25 . M88M 26K.W RCK RCXM,5, RCKWI,5, RCKW3S; RCKWS SS Rigid Wall 1 FJA, FSA Foundatibn Anchor 3 HTS16, HTS20, HTS24, HTE28. HTS$O, HT83DC Waavy wlsi Straps L 15363-R3 , Knee Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149 LSTT73, M5TA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (1&'ga), 7 SCB43 a, SG'I ,5, B47,5, SC849 5, SQB4115 M$CB45�5 MSOB47-5 Bypass Framhlg Side -Clip Gonnectar ^^ L.L 3 _ , GH46 6 GHgs-8; GH48-d, UH4$-B; GH,419-6, GH410-S, �H66-6, C1H6is-8,1`3H68-6,.GH88- Dlydar Hanger 5 L.STA9, LSTA12, LI;TAI3,-LSTA1.8, LSTA21, LSTA24, 9fi292; 5T2122, Sf2115, 8T2215 3 Straps 3 mil (20 pa) .sea X Product Madrrl,HdmisAr-or Name - Product Des nbtloh �_ 3 _ SCS325iA7 SCBti2 5/97 3GS62�/118, $C582 5t'11$ Bypass Fr mi Connector - yph5. a .rig SwGH6106,€,`H81O.-8 6 LSUSH%25,SUB143.274,MSUBH3:25 Bildging,Cotiriactor 1 AS18,A518S RSi8St3: 18ga..TrussPlates 9 SCVU3,25,5CW5-5 Hbad.of-VtalfSlde•ClipCintector 4 G105A, GLE 5B, 01-KC, GLB51Q 01.87A GLVB, GLB7C, GL870 Glulam Bearing Plata 7 LTPar Lateral Tie Plate 2 AS ?OHS 20 ga. High Strength Truss Plate 10 S10825,'SJC10.25, MSJCI�.Z. MSJC10,25 Steel Joist Connectors L 5 GLST512, GBL7612 GLBT516, ORLT616, GLST520, GBLTim Glulam Bearing Plate 8 LTSI2, LT816; LT818 LTS20 LlghtTWstetraps 3 A,&2O 20 oa,Truss Plate 11 SSM518 Bypasa Framing;Slide-Q11p-gkutCrnnector 0 8 HGLBA, HGLBB. HGLBCtIHGLBD Heavy Glulam Bearing Plate S MSTAW, MSTM6, ST6215, Sf$224, ST9; STI2, S1­18, ST221 MSTC28, MSTC40, MSTC52 S4aps64 mii (16ga) 4 ASHP Hinge Plate Qopnector 12 XLSH3481414, XLSH7361`414 #14A4 Strong -Drive XLSH Shouldered Self-Olling, Tapping 7 HGT-2, HGT.t, HGT 4 HeavyGirdetTiedmvm 10 MSTC66; MSTC78, ST6238 Straps68 mil (14ga} Screws w a U1,1310-SDS3 llniJersa) Foundation Plate 11 M7S12 MT816, MTSI flr MTS20, iMT530, MT524Cr MT830C Madfum TwistStraps 13 X21 S1016; 3Sgl Btdttr4l{, XQ1S1214. Xq I B1214-3.5K, XQ78SI224, X1 $8812243K, #10-16 412-14. and 412-24:8borrg-Drive X Meta) Self -Drilling, 8 URFP Universal RetroftFoundatan Plate 12 S/B1,56 S/B1,81„SiB2,06,S1B2.37, 5/B2S6, S1BZI6a, U133,12, SW.W, 615362, SS4.DS, Top Flange Joist Hangers FL#1S73tYR4 X©11481224, XQI1461224-2.5K XQ112si224,XQII2131122*21K4MO16-5K,, X1SIDIi3,X1BI416-4K:XIS1214,X1BI214.SZK Tapping Sc-rwry Q V134.12, _14R4,28, S/64.7 5lB5.50 Z W IZL 51BAZIV8,SIBA2,12f10,SiBA8,12112,SIRA2,12/14,S/BA4.181$-S/BA4:181%.. Top Fla ngeJoistHangers Sea# ProduatModel,Number orName ProductDescriotivn, J 51BA41811Z &BA41€V14 1 ET HP Adhesive AnchoYfor concrete z 14 S/H1A Hurricatae'T'iO 2 GAQ, GDP i QQPrv1 ,D0 QQPM-75, G1DPWI00, SDP: GW-GR, 0 76 SW400, GTH Gas actuated Q 15 SMD$$ S/HD'86, 644010$, SlHDI05 SIHD1`5 SJHD1:5B Holdoms, 3 PDPA PQPA,K, PDPA � PRPA P�, PCtPAT K PItJW, PI14N1P, P1lJ4UP-� P[9PAW/L, Povvder actuated fasWrters-.thteacted stu4s,-and assemblies 16 S!HDU4, WHOVS, SIH JQ, S/HDU71 Hcldo4vns POPAWL-MG, FSVL3, PSVLXK, PCLOPA, PECLDPA PTRHA3, PTRHAA J 17 S/JC,rr,SJHJ,CT JoILHangers- 4 'SET-3G: Ad.hesiveArtghorforconbkd#e:. SHEET N0, May 27,2022 PA 1.2 7 3 - Towm- ww XVeo"l , IFL 34175 sc s..` <ir.- a• s a'. i - - - -- - a#.'11 a+a as --' aF r, a:, r.' 99r ..:T 4 ,r Y - i LF -- tr: _ - .i .�9. �. x., ,,4:, x4 4a '.,i,aa as ;.t �: to .� +•:.J h u9 - P , • '"Y + • P e i fi � r,'- Y t ,1 a9 .Ft 9N 4 A - :=li a M #f4 _ 4,441 1t :a A'. 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A•. f :fi Ani 4 1>. $ :�i aea a. en 6 4 r May 27, 2022 O N cn jb > V! a) U Qi L Q O N Oja O 0 E� O O LL O — . � _0C% o O L ^(� .iL( . � ' V ) E� R@ to i'.`3 to r E9 a.. cn CD ZU) co 0 > C CL O 0 L W U m ^<^ I..L� O cW Q W z Z Q J SHEET NO. PA 1-3- (D rn —00 > C_> MIAMI-DADE MLkM-DADECOUNTY MSk (D 2 _0 C)- o2 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES tRER) I 1 $05 SW 26 Street� Room 208 Cast-CrW USA, LLC Cast -Crete USA. LLC Cast-Crent USA, LLC -o Co -0 BOARD AND CODE ADMINISTRATION DIVISION Miarni� Florida 313175-2474 T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITUND NOTICE OF ACCEPTANCE- EVIDENCE SU_BMTMD NOTICE OF ACCEPTANCE, EVIDENCE SUBMITTED -1— (1) 0 — =3 co -Cul Cf) NOTICE OF ACCEPTANCE ffOA) w—wminiamidade-goy/economy (1) -0 0 -0 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = 0 -2 L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 C)- C: 0 — ?: Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, I. Drawing No. FD4612, titled"'Precast and Prestressed Lintel Details", -sheet I of 1. Drawing No. FD4612, titled "Prertist and Prestressed Lintel Details" sheet I of = .0 LL_I — M = CU SCOPE: prepared by Craig Perrino, .P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast�Ceete " by 1, prepared by. Craig Parrino, PX, dated March 24, 2 003 and Drawing Na, 1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4 "1 6" 1& 12 0 M 0 > 4 611 & 12 Lintel Si*, Load Tables", sheets I through 3 of 3, prepa, red LT4612 titled "Cast-Crete4", V& 12 "Lintel Safe Load Tables" sheets I I Lintal Safe Load Tables ", sheets I through 3 of 3, last revision dated 06112114, all E 0 %_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, RE., dated March 24, 2003, last revision #1 dated A ril 2 , ,p 8 2,003 both through 3 of 1, prep are d by Craig Parrino. P. E, , dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E. on 08119114. -6-0 CL �? CU; The documentation submitted has been reviewed and accepted by Miami-Dado County RER- Product Control Section to be in Dade County -as "flee gned and sealed by Craig Parrina, P.R. drawings si revision dated March 11, 2008, all signed and sealed by Craig Parrino, PE, on , CU CD U) < used Miami and other arc where allowed by Authority Having Jurisdiction March 22, 20.12. B. TESTS I (AHJ), B: TESTS 1. A one. 1. Test report on flexural testing on 4"o 6" & 12" Precast Concrete Lintels Filled and B. TESTS This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control fin, Models, imal of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ din areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and I. mone. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, le this product or material tested for quality assurance purposes. If this product or material fwls to- perform in the accepted manner; the manufacturer will incur the expense of such testing and the AIU may immediately revoke, sealed hy Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrirm P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves, the right to revoke C. CALCULATIONS I. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material L Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrinm A X, signed and sealed by Craig Parrino, P.B. 1. By Miami -Dade County Department of PermittingEnvironment , and Regulatory Affairs. 4 This product is approved as described herein, and has been designed to comply with the High VelocityHurricane , Iculations for Cast -Crete L Weis', dated 051291034 140 pages, prepared Craig 2. Ca fry Parrina P.E;, signed andsealed by Craig Parrino, A E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1, None. Zone of ffic Florida Building Code, L None DEscRnvnox.. (Cost -Crete) 4-,6""& 12" high StreugthPrecast and Prestressed ContreteLintels D. MATERIAL CERTMCATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel DeWs". sheet I of 1, 1. Quality System Manualfor Cast Crete Machine Made Precast Lintels revised on May 1, F. OTHER I. Letter from Cast -Crete USA, Inc., dated 08-11912014, signed andsealed by Craig z prepared by Craig Parrine, P.E, dated March 24,2003 and Drawing No. LT4612, titled "Cast -Crete 4.. 6" & 12" 2002. 1, Letterftom Cast -Crete Corporatior; dated February 03, 201Z signed and sealed Parrino, P.E, certifying compliance with the Florida Building Code, 2014 E dition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2-003, last 2. cast -Crete QualitySystem Manualfor Prestressed Products dated2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Pam�no, 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 # 08-037.0-09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSME IMPACT RATING: Large and Small Missile Impact Resistant L Drawing Na. FD4612, titled 'Precast and Prestressed Lintel Delails". sheet I of 1, A. DRAWINGS IABELING: Each lintel shall bear a permanent label with the manffacturer's name or logo and the Miami -Dade prepared kv Craig Parrino, PE., dated Afareb �4, 2003 and Drawing No. LT4612, filled L - None. B. TESTS County logo. "Cast -Crete 4 6- & 12 " lintel Safe Load Tables - sheets I through 3 of 3, prepared by 1. None RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E, dated March 24, 2003, last revision dated March 11, 2008. 13, TESTS C. CALCULATIONS W I change in the applicable building code negatively affecting the performance of this product, 11. TESTS 1. None- 1, None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the L None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1, Alone. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with C. CALCULATIONS 1. By Afiami-Dade County Department of Regulatory and Economic Resources (RER), any section of this NOA shall be cause for termination and removal of NSA. D. QUALITY ASSURANCE E. MATERL41 CERTMCATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By M7ami-Dade County Department of Regulatory and Economic Resources (TER). I. None. the expiration -date may be displayed in advertising literature. lf any portion of the NOA isdisplayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. CERTIFICATIONS be done in its entirety- E. MATERIAL F. OTHER INSPECTION: A copy ofthis entire NOA shall be provided to the, user by the manufacturer or its', distributors and E. MATERIAL CERTIFICATIONS L None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by, Cast - 77n;��- shall be available for inspection at the job site at the request of the Building Offi i I �g Crete USA, Inc., dated 08108117, signed sealed by Craig Parrino, A E. This NOA revises NOA # 19-0130.14 and consists. of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and 04 LJJ E-5 as well as approval docurn, ent mentioned above.. The submitted documentation was reviewed by Helmy A. Makar, PX., ALS. Inry 'A. Makar, P.E.,XS. 21tice e5�41eliuy A. AUkar, PS., M.S. CXKelmy A. Maker, P.E., T%S. >4 rN. NOA No. 20-0630A5 Pro net Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA'No. 70-0630-15 Product Control Section Supervisor NOA Na. 20-0630.15 , C-4 �AROVED'f Expiratiou Date. 09111/2023 Expiration Date- 09/11/2023 Expiration Date, 09/1 V2023 Expiration Date: 09/1V2023 :r Approval Date: 08/20/2020 Approval Date-- 08/20/2020 Approval Date: 08/20/2020 Approval Date- 08120/2020 Page I E-1 E-2 E-3 -Z > 001, aC Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None, L None. B. TESTS B. TESTS 1. None, 1. Nona C. CALCULATIONS C. CALCULATIONS L None- 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Aftmi-Dade Cowq Department of-Regulatoty and Economic Resources (WER). 1. By Mami-Dade County Department ofReguldtory and Economic Resources ( WER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Nbne. Z. None, F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- F. OTHER 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z �_ Crete USA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrina. RE. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- co > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, RE 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > 1, prepared by Craig .Perrino, P. E., dated March 24, 2003 and Drawing Na LT4612, titled "Gust -Crete 4 ", 6'&,12 " Lintel Safe Load Tables ", sheets 1 O through 3 of 3, prepared by CraigParrino, P.E., dated March 24,2003, last _0­0 revision dated June 12, 2014, all signed andscaled by Craig ParrMo. P.E., on 0 January 22, 2019, =3 TESTS _0 0 I. None. L_ C. CALCULATIONS 1. None. C/) D. QUALITY ASSURANCE 1. By Afiami-Dade County Department ofRegulatory mid Economic Resources,(REJ?). E. MATERIAL CERTIFICATIONS < 1. Jvone, —0 O_ F. OTHER 1. Article of Conversionfor a name change. o co LU Reliny C4161my A. Maker, P.E., M.S. A. Maker, P.E, M.S. Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-4630.15 NGA No, 20-0630,15 Expiration Date: 09/11/2023 Expiration Date, 09/IM023 < Approval Date: 09/20/2020 ApprovalDate: OWO/2020 E�4 SHEET NO. it May 27, 2022 I PA 1.4 B. I I L I E C-,::----"\ 0 INC- ' TILLIT TESTING & ENGINEERING COMPANY ___ - ____ WATTER A- TlLLrT K,Fl, fil"SOLCM YL?J1,Lbmw�Co.44147 T'L t,A Li­PNO, W067F9, PRODUCT WALUATION,ftEFORT REPORT NO.: 20-0728.01 DATE., Juiy 28, 2020 PRODUCT CATEGORY: Shutbuis PRODUCT OUWCATEGORY- Storm Panels PRODUCT NAME: 20- GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER, global Protection P"iducts LLC, 4800 S.W. 61 Street Davie, FlohdaM314 1ARURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. t$y4toM ID # 1906) to the Global Prattaction Products, LLG, Rule Chapter No. 61020-3, Method I D of the Florida Department of Business slid Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verftd for compliance In accordance With the 2020 Seventh Edition of the Florida Building Code, and to verity that the product Is for the purpose InWrided at least equivalent to that required by the Code. , ' This Product Evaluation Report shall be Subject to review and revision in 0 M_ of a Building Code change that may offed Its limitations and conditions � 2,1VIDENCE %JBMITTED: 2.1, PRODUCT EVALU NON 0QUM TIP.EJDA.- Drawing No. 20-176, titled 1�20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1,thru 26 of 26 prepared by Tilteco, Inc;; sighed and sealed by Walter A. Til lit, Jh, P� E.; dated 0/20,�2020. This drawin � g tA ail integral part EvalusVion Report. 'PtiSa",�j, . Of. ,,�%.%','t� A, " " -,� " � 1. � � k T/ - I "­­ - "I, Xlk. . ,�--, ... ­iN �.. , V�l I -, 44e�& 1-1. - . .' I I /.. � No., 44167 -, a .1 I - *_i * , E , I , __ -,3�. . Z - - / � I— I � � �� � . ... I �,,�,�Up'l ." . 6355 N.W. 36th Stre�,Suiie 305, Mimi Flori ��� � . "I'll .,.,,, rrr .. , 4 idA,13166 - Pliate: (3 1 30 - " 1 05.) 871- 5 0 - ",", I . PROT) V EXAL131WN_RAF0AXZD_J"72X 2 22-IRSTREPORT-5: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96�-609 dated 08109/19afl. #W67O dated 0911 811996, #96-T`30 dated 0912,011996, all three sighed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. repoft# 2032 dated 04/16111398 and # 21126 dated 10106/1008 Witnessed by Gilbert Diamond, P.E. and Report No. 02119�011-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, RE. and Henry Hattem, P.E. Tensile test report No. DCM-197 by QC Metallurgical, Inc.. dated March 13,20019, signed and sealed by Frank Grate, P.E. 22O-S-TRUCTURAL ENqINEEMNO CALCAILATH)NIck On 20 Gage Galvanized Steel Stiorm Panel for maximum panel length Va. deslan 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 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated I 110=8 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E. 3. MISSILE IMPAU RE�SISTANCE, ,__ Large missile Impact under section 1626 ofthe Florida Building Code, as per , TAS 201 Protocol. 4. VWND LOAD$ RESISTANCE: 2.0 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on Sheets 8,10, 14.15, 16, 19, 25 and 26 of28 of Product Evaluation Document (P.E.D-), drawing No. 20476. Maximum Anchor Spacing shall be as Indicated on sheets it, 9. 10, I 1, 14,15,17, tfl,19,20 25 and 26 of213,-af Product Evaluation Document (P.F,D), drawing No. 20.17& I INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 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 Indicated on sheets 8,14,16,26 and 26of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-1-10. "pol 1110-1111",W)", I �, T144I,-.1. �el�v� � I I ;9�� ' Q,0" `­ N­`. 1� `\�QE vJ S � .. ­­, w � kP '.. - S. , , - � . - K_ , Z__ �______� 167 .* � I * I4 - � �1/1-0-1_t_`, SIOEOF 1'-tQ_:J VO. 'k, II,, I V, ,�,,-, ZOO .--',,�', " --l- I /UNAL, I 014141411,111k III I kROInMTZ�AMANDNILtOUXND--2-A-A72M 1, C!ER1ST_=_,ANtD_,S�C Shall be stdcffy In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product,tivaluation Document (P.E.D.), drawing No-204 76, Anchor specifications shall be as IndlGated,on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E,D,), drawing No, 20-116. 7. IMITATIONS AND CONOITIONS OF USE- 7.1. Shall bestrictly in compliance with Gienera(Notes No. 1, 8thru 14, indicated an sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, Indicated on sheet 21 of2opf Product Evaluation Document (P.E.D.),,drawnq Nm 20476 prepared by 711teco, Inc. and eignodand 80alied by WalterA, Tillit, Jr., P.E, 7,2. Product may -be installed Within HIGH VELOCITY HURRICANEZONES as defined on section 1620.2 of the Floiride Building Code. 7.3. Product shall only be Installed -into poured concrete, concrete block, and I - wood frame structures. Product Evatuation Report prepared by WalterA. Tillit, Jr-, P.E. (Florida License 'No, 44167)i President ofT1[toocJr_c tFicidds CA-0006710), ... I � � .. 1'.� ,�Q,EIN4' M. 441 67 - .) VMTLL 13;�TII_TECOADMONRECCRO91P.E. REPORT,20 kGLOORALFRCITaCTION PRODUCT'S, LLC`I20eAGt GALVANIZED STEEL sTQRM PANa% DRWG 9 2&-T76 � REPORT# 20-072B4O1 Z I X / I ILI ECO ifqc\- TILLIT TESTING to ENGINEERING COMPANY - - ____ __ _____._ - ------ _ WALTERA. MLIT, a� 2IL fflt=Lcom PRODUCT EVALUATION REPORT 17111"r 44,57 _ FL�".& Li_,.,I_�,)0$?J 7 REPORTNO.: 20-0727.02 DATE: July27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUIB-CATEGOITY. Storm Panels CT 24 GAGE GALVANIZED STSEL sTQRm PANEL I MANUFACTURER: Global ProtecHolit PrQducts. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. � RURPQR9 OF EVAL-UMIQN " Thls,js a Prod uct Eval LiatI00 Report issued by Walift, f A. T1 I I It, J r., P1, (System ID,# IgOO) to the Global Protection Products, LLC, Rule Chapter No. ' 51620-3t Method 10 ofthe Florida Department of Business and Professional Regulation. This protiqqt Is bein I . -a 8 be ' � Lg Issued an Evaluation Rep 0 as do cri d herein, and has been verified for compliance in accordance with ft2O2O Seventh 12ditionofthe Flo4da Building Code, and to vo* that the product is for the purpose Intended AtJeast equivalent to that required by the Code. ThIsProduct Evaluation Report Shall be subject to review and revision In case of a Building Code change that may affect ft limitations and conditions 2. EVIDENCE SUBMITTED' 0CUMENT (POE. - - Drawing No, 20-1 75, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 1'8 of 1 8 prepared by Tilteco, Inc,; signed I and sealed by Walter A. Tillit, Jr., P.F-,,* dated 01127J202G. This drawing is an inteR p .�M.t Y'J�Qls Evaluation Report. "N' , ,� . 41 !0?, ,k�,� . ........... /1, " ., . , ". , - ,-',� ." )�tENS 1'�./ wt, ,p -.�t , . - �� . 1 `�� I � . . ,_=:�, I __ 1 67 %. . . * �: * 6_351N.W. 36th Street, $Uite 305,,%ami, Florida 331366 -Phone (305) 871-fW�Uft_*01-1531 . ftQMK�T VVA I A;Ab'0XW0-RT r4o. 20-47=W 2 1 =TF-STREPOM Large missile imbact f6aflests were performed under SSTD 12-99 standard as per section 1600.1 2 of the Florida Building Code. Unilfbi'mstatic loads as per Section 1709.8.3, per ASTM E-330. Test re- ports prepared by American Testing Lab of South Flotida, Report # 08.14,01-,Q1 d4Iod0$11J(02 Witnessed by William R, Moftner, P.E., Bartz Moroz, P,�E. and Henry Hattem, P,E�,Ipriql fka,port, N Ip. 0219,01-69, dated February 25i 2001), sighed and "atecl by Edmundo - � I , Largaespada, R.E. and Henry Hattain, P.5. Larornissile impact and cyclic load ings per Protocols TAS 201 & 203!as per so I Otion 1509.1-.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1 W,GI-10, dated November23, 2010. signed and Sealed by Julio E. Gonzalez, P.E. Tensile testireport No. 8CM-1W by QC Metallurgical, 1=, datedmarch 13,2000, sIgnodaridsoaled Ixy,Frank Grate, O�E,, as per-ASTM E,8 andjonalle toot as per QC Metallurgical Report No, 1 OKM-1 3118,-Clatad December I i 201,0 signed and sealed by Jerry Jaclofeno, P. E. as per, ASTM E-8. "MUCTURALEMNEERING Q"ULATIONS,. , On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor Spacing v& design wind load and panel length based on rational -and comparative, analysis, aiYd in accordance with motion 1604 of the Florida Building Code, )GOIculallons prepared by TIltedo, s' - Inc., dated 12/1 BhO and 0127113 (for this revision), signed aint[awled by Walter A Tillit, Jr., P.E, 3. MISSILE IMPACT RESISTANCE: Large missile impact undersootion JQ09,1,2 of the Florida Building Code, as per SSTD 112�90 Standard and TAS 201 � 4. "ND LQAMRMSTANCE., 24: Gage Galvanized Steel Storm Panel has been verified,locsustailn wind pressures, Makimurn 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, 1 1, 1 $, thrij 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Parial ha - s been verified for Code compliance to work as a non-porous.atorm shutter assembly,, as per SSTD 12-W Standard. � PROIDE= ZYALI I ATKffX1,ZQRrN0_LGJ.UZ4 3 5. INSTAUAIION-. Installation shall be performed strictly in accoMance with details indicated on sheets 3 thru 8, 12 thru I 8 of 18, of Product Evaluation Document (P.E.O.), drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 1 5, to and 18 of 16, of Product Evaluation Document (P.E.E�i). drawing No. 20-1754 tBATEIR-LAL GRARACTERISMS AND Sj?ECIFICATIONS; Shall bastrictly in accordance with, General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175, Anchor sp,ecificationashall boas Indicated on Sheet I of I 8, of Product Evaluation Document (P,E,D-),. draWrinigNo. 20A , 75. 7-LIMl[TATIONS-A-WOONDMONS OF USE- 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on shooI 1cf 16 of Product Evaluation Document (P,E,D,). drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Woltpr A, 11111t, Jr., RE, 7.2. Product shall not be Instidlecl within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the FIbrIda 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. Tillft, Jr., P,E, (Florida License No. 44167). President of 111teco, Inc, (Florida CA-0006711�). VVA'fLL U-'% TI LTF,CO APM0 N RE CO PI Ds � ?, E. RE PO R'T. 2C 13AL*NIZEC STitLMRFA PANEL �DRVV6#�Q,11,41, _4__o (2) (1) c- C/) -0 -W > 0 (1) = 0 -1., 0 =3 a) L_ (1) (L) L_ 0- CL = 0 -a 0 L_ c 0) M -4— 0 -0 W E CL U) . Q) -*--a = Q) = -0 C13 0 -co -0 -= , Fn _a = 0 c 0 c- —0 q Q (1) 3: Co = 0 0 = CU LL ,,- 0 co > . . D a) Cn " -,.., " CL .= �- Co -0 '.0. . c -52 Cf) 0- < a 4 Z W mi ULAR 1k LIFE S61FETY SJORM PANE 1�� - --- -_ --- - 20JEML-MM: 8.3) IN CASE THAT PREJZAST MCNE. OR FORECAST CONCRETE PANELS, SnJCQD OR WOOD BOARDS BE MOND ON THE (SCALE 1/2=1") 1/4� 2/4. 3/4. 4/4. 5/5, 7/5. MID MR 20 am INIMINIM Sm " 89" casnw WALL ANCHORS SHALL BE LONG DIOUGM TO REACH TYE MAIN STRUCTURE MMhD SUCH PANELS +IW/10, 2W/10, 3W/10. 4W/10. I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PCD.) RAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENT'GAIED IN 9.1) AND IN 8.2)� --15.196- (TOTAL wIDrrNIO------------- _,­­_JaIqG* (TOTAL WIDN)­--­ SW/10. 6W/11 & 7W/11 -** 6/ ACCOROMM WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING COCE M WVM w2m 4MAL W=C I----- I -I � ­_12.500' (EF-OK W_)__-_ ! 2r MAX ANCHDW. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 r MAX_7 DMCN WIND LOADS SHALL BE DETERMINED AS PER SM710N I= OF THE AWK MENTIONED OWE, - 1/4-10 TAPOON ANCHORS, AS MANUFAGTGRED fff I T�W� WILDEX, INC. � _______� i i r---6.25O"-- . T11* MIN. -1 FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 I. AeL I t AND - 014-10 PANEUMATE FEMALE 0 AND PARELMATE PLUS ANCHORS, AS MANUFACTURED BY E= CONSTRUCTION PRODUCTS I _____5 1/4.____ 1 1 1 1 I - _ - AS MUM (A-%D) I r-40-, _I ,,50"_ ,A_SW I / �, _1�3W'�/% 10�1 ,_ I FOR A WIN&= FIM KMI�OW867US14NUQP'tAOSCCET07N-IWOMaMMO = SHOLT"Mch"D LTIHEVEMM - 114 0 LAG SC"S PER N.O.S. � I I - FOR A DIR * I , . I I ^,w I DES" PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12� 14, 1!�. 14, IS a 20, - 7/1.'# � 5/8* W= BUSHINC, AS DISTRIBUTED BY ALL PW SCREW, SOLT & SPECALYY OD� L - - I [,,.,-,,,,, I i I �,J,�,� -__ '. 0AW I" THICK r_1.4;SO­1�111 , 6 0 I/ , a 6 1 TAPCON ANCHORS SHALL BE I i/2' AND 2' FOR ELCO FANELMATE PW5 __ T., �,,.-- - QMAAN= SMFL . ___ -IT __1 __I­­1 --- r-T--'/,,,, - 1 -T-7-T-11-T - --I--"--T -___ I .-- _­_� - , �-�� i�l , ��'r I , I I I I IN ORDER TO VMI THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASM 7-TA L D.M.(j). (�), @ -, _T__1_ _T__T___ SHALL BE FIRST REDUCED 10 A,S,a DESIGN WIN* LOAM BY MULTIPL"NG THEM BY 0.6 IN 0 CLAJ MDA LIM THREADED PENETRATION INTO WOW or /. � 1� - , F QTDA A-W + _T_ , , z RIVER, To ANOMPAoruA&LE Fim&E Ia. O.Ow MIN, TIOM HWMED,�- , V, I I I I "I "I � T 7, I I I . � L I �� ,;� VRADC 50 " , COMPARE MESIE W/ MAX, �".,O) OE5300 PRESSURE RATINGS INDICATED ON SHEETS 7 am It. 44O IS, 16, 19 & 20, e -(& .',�a.- GALVAIM20 STEEL EDGE 4 V / . ___ I 111_�.' "-,--., I G-40 aLm N&I'M- , / qi_� (�) ­ 11 I j, I i �a I. - �50 1S.- r4 , . f C.2) MINIMUM THREADED PENETRATION OF LAG $CREIN, IWO THE WOOD FRAME LIMIT SHALL SE I t/2-. NO THREADED . i A519 A-W I. V TYP \ ,,,, I / OCTAIL A-T - . I I 4 / . - IN ORDER TO VMFY WI MU40FIS ON THIS PED AS ICS4 WERE NOT OVER STRESSITI, A WX INCREASE W ALLOWAME PENETRATION IWO STUCCO SWLL BE CONSIDERED AS PART OF THE REQUIRED T 2. 1 . - 2A)v .2 , DGE \ >i L @_@ - -= :,= - ±IEMMED TYP. WED I STREISS FOR W040 LOADS WAS ML USED IN 74M ANALYSIS, FASTENERS SPACINO 10 WOW HAS RUN DETERMINED IN HRMW PrNETUTION, - UP" SO MRAMUM WAIL �T 4�6. -, _mEM , � 0-114 CALY. _f "ARLE. 4 i ! e am -a , . ACCORDANCE WITH N.OS. 2018. C3) MINIMUM EDDE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THI� DRAWING I _,�,.T . 1 4S.F 1 - _ � - __._ L% 4W i I 11 lil 03 OUACY------------------------ ------------- � . --- __t _ > U-A THE ABCVE U04TIONM CODE AS PER HURRICANE -� , --I - ED 0,111 0 STORM PAWS AM FOR IMPACT AND WIND ReRSTANCE HAS BEEN VERIFIED IN ACCORDANCE MTN SEC" 1628 OF . � I N ENGINEERING * TESTING WC. REPORTS 96- - - CA) MINIMUM PENETRATION OF WOOD BUSHIING SHALL BE 5/4`� 1/4* 0-21) SCREWS USED 94ALL EW 1 1/2' LONG M44WUM �__,Alk. 11 I 'OOn._:( i / A 6. , 569, 96 5,70 & 96 T30 AND , I =1 FENESTRATION TESTING LAB INC., REPORTS 12012 & 02126 . AS PROTOCOLS TAS-2DI, TAS-202 AND TAS-205. SHOULD STUCCO E=. AND I' MINIMUM FOR WALLS WITH NO STUCCO, �-­--­-----4.2SO`-- 1.3w I----- . ­1 / fl - - ­ - 1�� ------- [_ I 9 C) AS AIELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT 00219.QT-00, AS PER W 20). Tn 202 AND - -=- Ir__ . 0.,_ cp TAS M STANDARDS, FORECAST - - � I T - ol'. clll� WALL ANCHORS SHALL BE WNC, ENOUGH TO REACH THE MAIN STRUCTURE SONFID SUCH PANELS I ,YY " I - - L- � - L:1111 M r� 2, ALL ALUMINUM DMISIONS TO BE 6063-TO ALLOY AT40 TEMPER, (UNLESS OTHERWISE NOTED), SEE SHEET Z, ANCHORAGE SHALL 8E AS MEWDONrO IN t I), ") * CA) :��2_1w'­- - "' -, - J - ,, --- P, � , 1 1 . -= = V _ - - __ _-, _ I AU� ALUMINUM SHEEI METAL USED AT CLOSURES SHAU HAVE 305-AI4 ALLOY. ""l-v", I ,/ , ; � 1 .4�, 1 = W_ C� (0) ANCHORS SHALL BE OISTAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECF4GATWNS OF THE ANCHOR'S MANUFACTURER. __,­_T,� T-156. -------,-*--- - 1 2.187*- ­ i I I . M = � A ALL SIM SHEET FA0AL P94US SHALL HAVE MCIORAL QUALT, STEEL ASTU A-633 G E 50 MIN, 0-60 � .DWO UFO , ,-,� �_,�� : I / - - - - - T - - - -0 414 = CkVANIZED STEEL WESIGNIATION W/FY- 54,S w (AFTER ROLLED). II. PANELS MAY &SD BE R45TAIM HORIZONTALLY FOLLOO INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 - L - - � 1, - - _E171il '125, im - IiOL RAD MUAL f f ISO, lcg� ­7�� r- S& Aw ____r '& ,1- �116D IiN 1/40-2NI, C.3) IN CASE THAff PRECAST STONE, OR CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE VUT#,(O .11 (D 3MRM UN - , 0 END STORM PANEL -4c�,- - -i I— "_ I , i I I= !� - I � Ow _0 � 0 11 THROUGH 0) EXCEPT THAI HEADERS (2) A, Q SHALL NOT BE USED, W/ I 1. f iMal-2.16 ::� [�,-__ UNBOLTED PANELS , . �, - It a . 11 f STUD RIVE 11 L__� _ I - - S.S. U.S. SOLT W1, 7/8* . 3/32* 1 - - Ur , ­1 CC " S.S. - 5 ALL SCREWS TO BE STAINUM STEEL "4 OR 310 AISI SIRIES OR CORROSION RESISTANT COATED CARBON SIM AS PER X�Otw � 4 .=-. � I - I , , ,. 10 70 ANGLE 0 " IT I (SEE SECTIONS AS �. I YANIGNUTS 0 EA, OVERLAP , - I - P SHALL BE THE RESPON',481LIT'r OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE AT I I I I i7 I I� .a F DIN 50018 W/ 50 F.i YIELD STRUMTH AND 90 �.i TENSILE SUIENGIN & SMALL COMPLY W/ FLOFW BUILDING CODE KM SHUTTER * TO BE 1, -� " � � I 1. 1/7 ,C. 11.LL I I LE) , I I 9 I= .= - __- 1< 08* AGO, , I __ I P .. (SEE SECTIONS AS APPLICABLE) 1 3: = Q3 ATTACHED To INSURE PROPER ANCHORAGE. n4IS SI4UYrER SAOLL ONLY BE ATTACHED TO CONCLREFIC BLOCK OR WOW FRAME I � .0931 - I I SECTION 2.11-313.4. BUILDINGS. 1 �,_�- I ­111 �Oqr L . 2. 1'�Dll 4 I.spv - L.-I-Li "L­ I _-, A -t-L H ! 0. r- :: IDW � . (100, SIM SIM § .�� I=- - 6- BOLTS TO BE ASTM A-47 GALVAWED StM OR AISI 304 SERIES STA - - - � 2,11 1 I - I - � 1­1 I..' _; - __ -71 1__ :P. q *; ,We �A_ I . 1�0 X ,,, VIS ANLESS SW_E1_ WITH ,W kil MUWJM YIELD . -1-, a .9ir O .�_J � __ - , __ I " - - ___ I � i I , __ , ED W I 5 - t .GS� - �, ) . I I ; � I ANCHORS TO WALL "a BE AS FOLLOWS PECTKLY; SHALL RAW A LEGIBLE AND 1 2,125, �H __ � - � STRENGTH- AD. EACH REGULAR STORM PANEL WITH LENGTHS OVER $!-8 7KROUGH IT�% AS Z= elm,& 9"t,10 AND ALTERNATIVES OW 1� Ir __ .1 / I � W, " & IOW ON SHEETS $, 6 & 12 RESI 'r VISIBLE W NSTRUCD"G OWNER OR I R 375 1 (-- L __J ,� It ' TENANT T40 SECURE PANELS WITH APPLICABLE REINFORCEMENT OURIFIC, PERIODS OF HURRICANE VAMINO I ,--, Nlv� - - - i R. a '37s, U I 125. i , I I 11 _/ � op - - I .M. I L_ � � pi UL it I �______'__­__'S . k-..----.------ I _,.5DG,___;, %G � I / / I = , !.- Z lop � - ;/4' -"y -A! ANCHORS, AS MANUFACTURED, BY DEWALT INC, (MIN. I'o_ ISOMETRIC VIEW 2ML A - V-1 - 1 2.OW­----J I I i � � 21, = 41� (A) �a� t � 14V. TAPCON� WORM "� 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUI,K ALL SA4UTIJER COMPONENIT EDGE$ WHICH R04MM IN CONTMOOS CONTACT WaH � 1 .,4. UFACTURED BY I,T�W, MILM, INC (Viv. V­31 =1 1) TIC BUILDING TO PWYENT WIND/WN INTRUSION, / L_2.0,0-�� __�Wl� I 1 , � [ - --I , ; = W I* .. , --- - - = 1= A!" CAN WS & ;i;f - i --l- _ - :1 .. .. ... -1-1-1-- � - /4 SOLICO­SET ANCHORS, AS DISMMUTED BY ALL POINT SCREW, SOLT &- SPECIALTY CD 12� CM PAST IWALOOION SHALL COMPLY WITH SPEM INDICATED IN THIS ORAWM PLUS ANY BUILDING AND ZONING ROARAIMS ROUNDED CIORMEN, 0 ENDS Of' PANE DOM.,&@O(�)-+ I ­ --- ; . - 1 44, ,� _ - - - --I :; (MI , fc-300a P,.L) VIDEO SM THE jURSDICTION WHERE PERMIT ISAPPLIED T0_ END UP W/ KDA40 EDGE. ne 4 ANGLE MTH STUD @ ANGLE WIT14 -I-, . I Ai 4% 0. . 'i"I I It � = ,9� - fI4, PANELAAAW FIDAAUE 1) & PMR-MATIE PLUS ANCHORS, AS MANIXACTURED By ELCO CONSTRUCTION PRODUCTS. (j) 'h* HEADER (�) "'U" HEA (�) ANGLE !A %X.. N.10 (N,T,S) ; L, F, - I V_3= P.f) FOR A SfTE _'PECM PROJECT, SITE CONDITIONS DEVIATE FROM THE PZO, __ I: MAX I ,M ,1W 14'0 OF TAP-GRP ANCHORS. AS MANUFACTURED BY IRU-FAST CORPORATM (f'­3500 p.ml.) I __ - I VARM MIN. MIN. -1 � tj AI) MINIMUM EMBEDMENT OF TAKOM ANCHORS IMM POORET, CON (b) CONTRACTOR TO BE FICO'XINSISLE FOR TH SELECTUK PURCHASE AND INVAI-LATION INCI,U0I LIFE SAFETY Of THIS PRODUCT: I SMW - 1W/10, 2w/10. 3W/10, 4W/10, ____�,_ I 12. ,4_ (UI Is. (.) THIS PRODUCT EVALUAOM OOCL (P F C) PREPARED BY THIS ENGINEER IS GENERIC AM DOES NOT PROVIDE WFORMAPON RMM STUD (�)-&(D+(W & MAX I:EN7 , 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, CRETE SHALL BE 1 3/4% 2- FOR PANEDM71E FEMALE WHERE E HE � OA= ON THIS P�E.D, PROVIDED WSHE DOES NOT IXWTE FROM THE CONOff*N5 OETIIAZO ON THIS DOCUMENT _ = _" 1/14 A, 2/14 6 4' .374' � ; SW/10. SWIII & 7W/11 0 AND PANEMALTE PLUS AND I 1/4' FOR rF TAP -GRIP ANCHORS. _ 134 : . CONSTRUCtION SAFETY AT WE IS THE CONTRACTOR'. RESPONSIBILITY - --I �rpxmp MOX - _00IT' -i.750' - i . - T r f _ _. _�w . 4EL _Iw- , .,ea- � , 410, s _TS 4 & 11 k . II - L___. � I_ L -1 , I -1, , ,/4-0-a W4 $ERRS 4, _1___.___­AKHMi FOR CONC 1. SEE SCHEDULE ON SKEE ___ ,� ----,---- - . -,- i, IIS WOO PAVER It - -IN & SO -SET ANCHORS SHALL RE EMBEDDED 7/8� INTO THE POURED CONCRETE. NO EMPEDMENT INTO (P) THIS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID If MOI I'ApnD63- ".. .37V I i r- �'t - � �. Al) t" ��. f MR WOOD W SECTIONS ON SHEM 10 & I I STUCCO SkALLUODE PERMITTED. 110 0-20 SCREWS USSID %ALL BE 1 1/2' L0140 MINIMIAM SHOOLD SYLOOD DIIST� I , � � __ -.. 1 440 t 1 *401 # 12 i/2, 104, , � I � I ­i 57VI I - _�r � 1. - NO I" MINIMUM FDA WALLS WITH NO STUCCO, 4WD MAYBE HEADED SCREWS OR ALL "T"WAVED SCAM W/O KSAD� TO SM SP PIC PR04WS _SKAU RE PREPARED By A FLORIDA REGISTERED ENGNEEP OR ARCHITECT WHICH VALL BECOME THE i . ­ � I I I 6� 1 I _'L., -" In" WITH WING RUM ENGINEER OF RECORD (FO,P-) FOR THE PMECT AND WHO W14 BE RLVQNS FOR THE I I L __ MIY1 I , .671, - ­ ' PROPER USE OF THE , PXV. ENGINEER Of RECORD. ACTING AS A QELEr _DLE � t___ 5 54 .01ir L !�S43* 014 1 I_ O;0 . I'Dis- 93 i AM ENGINEOR TO THE 1 III) IN CASE THAT PREC44T STOW_ FORECAST CONCRETE PANEL,S, PAvER% STU= OR wow qwcS BE FOUND m THE PX.D� ENGIONCER, SHALL S~ To THIS LATTER THE SIM SPECIFIC DRAWINGS FOR mmm. 1 O' -WIAW .Al _, I 1-1 � I . 125. J low I 5 ; i 7W REQULAR MRM PA ELS I& Q ELEVATION '_ EXISTING WALL OR FLOM WC"O`t` SHALL BE LUND ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH I EVERY PANEL Ovuem t _ ,957 L J I L_ ; I ___1 PANELS AWAORAGE SHALL BE AS MENTIONED IN A-1) AND 0# A.2). (e) THIS P.E.0 SHALL SEAR THE WE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL A" .00' �� - 2.0001- - �Ow N.T.S. (8) &= WALL A-ZIM C=20; ENGINEER OF RECORD THAT PREPARED fr 7.0 i bo- (�) KEY HOU WAVER .Swo _ITYPJ be TAPCON ANCHORS AS MANUFACTURED BY 1. 7. IT SUILDEX, INC. 14- SHUTTER 1A.MUF SHALL BE LOCATED ON A READILY V[SIBLE LOCATION AT STORM - (�) 'E' .TRACK ANGLE (R 3X *F* TRACK (2) ng PLATED 1/4' M.W. GAP F" ACML�r ' 0 ,, 7/a' CALK-4K ANCHORS, AS MANUFACTURED Wr INC- (W . r-15W P..'�) A . _______1 Z67" -0 3/4- SOUD-SET ANCHORS, AS DISTRISLITED BY ALLDP"0AWLT SCREW, SOLT & SPECIALTY CO. 17095,2 OF THE =M) 1- - 1�* i Olow r MM ST Oft CADIUP -1 WHOLE VAIM - 1 4 PANEL SHUTTER IN WITH SECTION 17091,11 OF FIDRIDA 13-JUNG CODE, ONE IABEI 10sr /� X SHALL BE PLO= FDR EVERY OPENOM. LABELING TO COMPLY WITH SECTION - .age of - I I GALVAN � -,W. , "O"', ,#.4 1. FLORIDA BUILDING CODE '01", r- � . / - - - . �:,-, � , � a, � \__Z_ir._1__/ (MIN, 0 t-low 0�.�i) _", ,, % . TQ7 ! DRAWING . - -------,I -il ` -I" , ,N - ,O� ! I I - of 4-1 FAFIELMATE FEM41 10 AND PAMELMATE PLUS ANCHORS. AS MMVFA=FtED BY IWO CONSTRUCTION SHALL ONLY BE USED TO '05;L.�.� , .J I OBTAIN PERMITS IN 114E.SUTE OF FLORIDA -MA1. TV LOW � -, _ ..... . e-N - � " ,, vv� " � ETCIS - T`�201 TO..",) , INFIF - I ; - N - � 'Ief_ - , CF TAP-CRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION --,-r . - � � 4, 1�. , �R� 8f -.; , � ;_� " , / \--/ okok "I - - 'PRO (MIN MOY111010 �% I F. � , 1/4 , i \--/ /4 I .36-0 UTA-4 I I .. . . � I SJJ MINIMUM EMBEDMENT OP !_.fg�-% -Tre � ! : *. MAX W , I Ne. - . ... i � (High voloe3y N cane Zone) - I I I ,,--.\ . TAPCON ANCHORS, ELCO PAMMAOXES AND OF TAP-CRIP ANCHOR, INTO THE C t Xit- " .e_�­ FLORIDA BUILDING CODE ; , � : ..,.. . .,,�, -,.I 4 . t S.C, . SLOCK UNIT SHALL BE I 4/4-, I., "M XTE01 W_ i I * : Or acne zono)l _1 �i % FLORIDA BUILDING CODE ("19h Velocity IN "no zonofl 20 GAGE GALVANIZED STEEL P, I r — Iff STORM PANEIL � I i . .1 I I VFAMA I DOW I MCKn lk - .. _4�1 _11�D -. -S c2= TOM W. .. . :­ ._� �37 . No, 44167 " ,O . I * I FLORIDA BUILDING CODE ("f9h Volocl� .1 'I, 0.2) QQ.X-IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCFIEE BIUDCK LIFOR. No No. 4 167 ". . 1. __�, . - Z.T%. 1,_$.._, SIXTE I _-* .=G %= W_ - FA �` 'L * ". INTO STUCCO SHALL RE POWITTEO, 1/4- 0-20 SCREW$ USED SHALL BE I 1/2- LONG MINIMUM SHOUIS OD . " 20 GAGE "LVANIZED STEEL STORM PANEL Oft" Im - s 20 GAGE GALVANIZED STEEL STORM PANEL w" W. S � <:�, - G - - �� -r % 8 OF . I . Is W/"/"- EXIST. AND I' WNIMUV FOR WALLS WITH NO STUCCO. 5* *__ ­A__� wx� _2.000`_� , � ", " SECTION A-kS *' ,,,, - -,L "T GLOBAL . - ____ - GLOBAL MMC11ON PRODUCTS, LIC. """ L_ 1-1 ,12s­ .,�-�18�� WONG NUT * K[X HOLE S Oi,--. P4 Sk GLOBAL I *..- No 44167 . . , ul, t_!� 11LIECO - S ­0% 1* "4)W�MON FA* ;Z, .P .. S..,. - — ­* a � 2 XZ-XIX PROTECTION PRODUCTS, U.C. ' , - SZ � PROTECTION PRODUCTS, LLC. '.. ' ,/O,r Am, 0CTS. - - am- , � 70 ,,�* -s- .." -a- - - Tq�;FAW,,,, 20-176 0 A` ALTOWTIVIWIr. USE *INS NUT WICW 'V1401, wMa" INC. 4VA &W;�!t %RW �,. 0 *- "M im In Toxv - s i;�. (I M�.i ,�._, I L I E C 0 tio of. / T M c —o.—.. � \ AT PANEL O', '* "K --.: ��_� - .-'., � ? - -V,5:i in . , - � N. to 1-i.,A_?,�-1,,,,, ONO 3"J. 2G-176 .. M. Deque- 20-176 - ALUMINUM MOLE INDOWUM WASHER W1 APPOITICIAM, / - - ` - DFAWN; ".,I I - I - - ?/r#.3/W' IWASKIDI CSIAMUMS t'.00WO6 -.1 111i MAX W 4A-0m, . .1� ! -,55I;O/0 , t1�1N#%ULO,',-","--TX­-- th-00011ro I 0., /�P_ �_�___ Of. A. IV , I L. y , - MR- VMM� (04)0= =14 ff?XT - . T=41.01 PHOM- (.)= FAX, (.)M. ',I'. le, I I - AOMT 4 9'Fam- =I- , - ­­­, ­1 _"ft___`1_-i - 'I , 11141- -, - - F11*11 I - M 01- "A,"!MIEW - = ,gg 4,411 M I I I I - � - I .. STEEL OR MIXEL KAM VITID). - 4 WA/vIONAWK/Ax": *=A. Xul oulbt � I I ! , I ! .. "I", , _ , .� .f _1 . - � I - I - *NMI on i . 11*16440-AA,118 M Im . I - I "M 2 a a I I I I I ---. - --- - ____ INSTALLATIQN 21MILS FOR RE9ULAR PANELS(I & (2 END MQSM OEM FOR IWrALLAIM HIMM COCREIL IN96LLATION DETAILS EN REGULAR PANELS I & INIQ EXISTING POURED CONCRETE OR CONCRETE 8 CK STRUCTURES- QAM NO= OR W= INSTALLAIION DETAILS FOR REGULAR PANEUCP & dh INTO EXISIING POURED CONCREIE OR CONCR"r BLOCK STki-19JURES pam moice, 1_1_A3=P=Tr FQMAAA 101 C'MOKIE AN"Oft �,%+ VAUD FOR MUAFL WEE MM AND E-Z HAW 2M NL SM INTO EXISTING POURED ONCRETE OR CONCRETE 8LQr,K aIRLICTURES Or VP_QR1P ISKE SCHM" ON . ,, W.M_W" BOO- = SM13W 09 l 3; W"M" Do SOW a & 0) I - ANCHOft FOR CONCRETE SEE SO4MLE ON SHEET R k- *am I IW*AH 0 11 %an a am" 2) I - 7_?�RED ON SHM 12 __ __ __ I"f- COFIMPSELM _2M J FOR WOOD SEE SECTIONS '. =%= _1 ". i ­WUMUS, GO. 1 WIF02M i3l W­ 2. rr (n _IOOOOOOOOOI` OUND" ANUMORS warm 8 Twamw It) --t.o­ camc,"M AhCH01r. I/r - i REQUIRED ; REDURED � RPOIJIF" =MU ----,- - I 1% T V~ -1 IMXAE VILLM L % JIM *a %` I 1_____CWQK1RM ANCHORS � i I' io,,� I' W-� =K=t XcAEDUL� - ILI ) F EXISTING .. smusfaIMM.0"s .1 , i A. I i F-1-M-4.". I ( - ­=X-M ! I " a) AW----v I " ", ='=--I � I I 1. " W . SAW 0) I- DA r1ill"Re *At = -L fl� Rr��i 1 4 . W.- - - I I" .. *15-_1 i . SHM 0) � SHM 9) 1 1 1 ­1­1 . � - S ,4 . - 17 _(:��_ 11 . - vr 77 W.- -MM� I 5,10, ; F-W 2a = I I I � I . y - - ft= � - S_*rW. I I - I (D . I _cm, -,w- , I I __ -0 � � I �k !� i ; - IT +,,111 == , 1 1/4 1 Aa-� i --- I � ---I I F ,I I-! r`�� . . I - ; - -1 - � � I - - , 1�1 . ! I . - I I , P11 � I, . C i -I I I AV* I i J I I . � I i I L - � I ! 1 � i --I I I I I i I � ---I i I � I . mllz�L��,\\&11 I -T � f i ! 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I I � . ..q L____ -1, I I L_ 11 I , I - W I , I � C/) ,11­ � ; I I I L I ­ : : � � I ! I A im.. I _41K, I i I - a.--.- _ � ". 1"'' - - I . I < I 0__ I Su. I � I i 'c' OTOI� I A I 9 , 7 __ 4 1 i i . I MI 1 12 Ilr = 1 row Sm q - � 1 +17. 121== " , I P, I EX -ND URED­� E-�, , f#- I - - - � i 1 97%11Y � I I [ I e : I -a _ 4_,__,_i I � I I I I It A"r Ot :, I 1,� # Ivvr .x I I I i ; __1_7 -4-0 -, I I I I i f i I I ..P. so - � =11"I'm "I ;1 r-\,(D.(W/- ! ; CONCRETE evocig � =,E.W,t2 FP — - �,� I I ­­­ 11 , , I ;1 911, ! i i IN 50K i i �� I . It ­­1­1A GDNGRETE SLOM I ,--- ---'* . . IWO 31 ua� :1 iti-I . I I �__/ I � � A -I I i ! . 0 , . "IDOVIRET) I R62URM I " I I zz . I MP=M%�� i �w I ,� _-_� I LW-:4r4 I, Mv,.� owr" POUFIED � E� ?,/, f f 1!�� or Ir SOX 1-E-Z � ak___J OF­L­ ; � I MAX ; I I �'. ", MV-0.0 I " � '-""�mx-,Z�*,--,s&� \m, - __ t . I- CDWMM OR __ � I i 1 IZ7 ! ! i * I i OF V I CD . , M . 00FICItETE BLCOX j� I . � ED. I Q%MV70) 11 I I - : I I - ,, I ____ANCH0RS- F09 CONCRETE SEE SCHEDULE ON SHEET 2 I ------ i ,� -;I* UK I EXISTING POURI I � Q9 T � -0 777777777T, i M!IX — FOR WOW SEE SECTIONS ON SHEET 12 ______ =3 " REQUIRM I _!q_ I _ I I ! --a i ',� I =&­� / , - I ,�- ! � f I � ; I ; I I � � I ­�� , ivg3w L2 __ "U-h M. "I i � T, , ; i i " "" - * :, `� \ , \ ,\ , � , , , , � � I _�, , a % , . - � , . - , 1-1 1 � ;/Wo�l �. z 5f,� i I I I C -0 WHOM AMMM .1".- T t I i , .- - �0 I , �ftl ; ", 1 , 1 1 CM91M ANDOM 1 ,� 4 ;(,4,d, , E�. I L = / STUD 11 1- Asi S"o. at ammm A14CMAS W" " - e/ � -,L ! .�, : I I , REGULAR STORM WE��,4,11: Q El."ATION - - - F-MIS, me It 12 � I � .., - Sims 3 TxRomm V) sNEM a ft'"Aw 0) QAUC­1N OR PAMMMA I - ­ Oir QQ i 1 , SHMS a ;ZZ 0) FEMALE 0 AM AMM - �, wk,� I ­&', I ,,� I 7-04bwl I � 1 - L , ,_ 0. ; I Ef 11 I . I � , ;M" cm ScHWULE ON- - 0,,OOL I= Sa6va ON- &k& . O, - J 411.1wr _q I � MR& 4 c,',.- .R (y) t.. � 2 4 REOURED i11 - .--"=.- [9=.- : -1- � 1 ; 0 PLUS OR OF W-400"', - - Q4) INI�� � I I -, L_ a ;ZH L__--___]\,\\1 _*"N__ — — �1711__Li__ i Fo�m i " '00 Wh � _11 L-EZ CONCRETE ANCHORS �&,K \ \ �11 WNZW . I : 1/4, I,W, W HEDUMU ON ,, 11 - - ; . _, S??I � T� `_ r I-c-i i , Do" � . I , WOM ON � . - � . - t""], I I , .5100 � ! i 2.67, WALL OURT Wilma mQuKnma BUIIL� 01ft MOI N NO ALTERNATE allig I a 511%Wr40%"Z1" �_ ": BUILD QM1 MOUNTIts i I I , 4-0-243/4� &S. SOLT i 11 I -,----L- I it Oft 019,11A. .1 WIM WILL" CIO 0- � OUI IM[OUNTIKQ WA6 MAURIG ��-­ 116X I , I SECTION I SECTION z � i 11 7/11r - ;_=L___ I RE ft%,� W,J,,,pE,W/S,� ag"W'A __V, 'Va t� ; / K , I I 12 �r WING NUT . I __ ­ 1/1". I O'C' !- - - -_ SCALE &ARIAP N%W- \,-<D / " I I a I i_00"C""111111"I"', -N--.,4MN1=�-N1t7 M- - ,*4 ! I ,� SCALE 3/4-11 a . -1-0 I I _* I I Oh 1/4- q9W 4 OPWM wow 11__.� i I ! 1 4" v:_�; , M;W-�;Aiu. � L_-CONGRE"' ANS"T I Msr) DUU` 0 Ivi __ � � 00", Off M ..,I* � ­_qMMM moon 3VAM ! = SCHWAS ON -0 a) ! I ED. - EDGE �_ A" OF DOSTING * NEW I' WIDE . WADS . 1,�#' EDGE DISTANCE ] - me ! W/ MO M scHnuat on i SHW 9) I It DISTANCE I OPENNING __ (SEE SCHEDULE ON � . (D Q61"Ill ; SHM 9) I . -_-a:&= I TW_X ALUM. TUBE OR I* . i . � ,WW SECM �A4=J U) I - INNOUNCON I --(j) 11 M SCHEDULE ON - '- -- ,__��Mcco/ P.T *001) PLATE SPAM __1 - SHEETS 8 & 9) 11 N i I -, . My - t i 11, � I . I I 11 _tR;N:T?0qN1G ,,, - RIOURM WGI,­ I I SHEETS a & 9) - � � 17- 1 � I DRETE 09 r, - I A I -, f ,Z - / * NEV 1, WIDE Ot %AM . I/V I I -(a) NOTE MR COMWWM PE SECTION& I ]REQUIRED eg RMUIRED " M I I I ALUM. TUBE OR I* . VARIES I I _/ DIRE21 JOICIUMM sm Em ,"WOOOD RIRECT AMR ft6 MQUNTINQ DIRECT AND ,WAL& M : , ,PUNTING _ i � " ,,,--, - irw.r !__L , r TRA� SPACER I I i TOP & BOTTOM MOUNTIMOS CAN BE INSTALLATION INIUWAM " M " - I P-M 0 1 ' t t , i I COMBINED IN ANY WAY TO SUIT ANY ! , . Ttr 019L I 6 I CDNCKM ANCHORS I SECTION 10 I WMLU ON -] OK __ -11 WALE ,W�N, :', a ,ffiV%W"ffHM1jAV. TOP & BOTTOM MOUNT -r -.. ltl r.-.?M=WLzQK ID I JAACK C*M, INSTALLATI - L_ '4 IAI %, 4� Ore S =CAN BE Q&E I/C1.1 W = 11 COMBINED IN ANY WAY TO SUIT ANY � .,I'. =5_71 I KW 1 1 1 0#�� . INSTALLATION C_ . k't"'1111114% I - . - lkz� C_ "o, 1w, ..... .1, � 14 ___' - - 6 4.- C_ I 1�j .? ,j ��R k . I L__f - = ILLI ­­1 �\ V� -A�ml_.. ,,'d ! � .I....... " &� . IN, 2E ��\,g'Tj'jw I 1� I --- I , .1 .. IV* _%?.1 FLORIDA BUILDING CODE (High W"( N cons Zono)l � EXISTING POUR ..... -0- �. FLORIDA BUILDING CODE (fnjjh Vaimmity N, , .... FLORIDA BUILDING CODE Q+qh Velocity Nu carte ZINT011 ­=—.- , Gatut Zone) EN * X , sp, -. - % =POURIV! 3/4:�:\ I'.... _1� , , ` I _ , avom._7_1:-�,_ CONCRETE . 6 ,0- AOP�� - I *.-: � .. CONCRETE WK Zee, =T00 K, .1 I .. it -= AUIM W_ i .1 _. < WOUIRED. -1 M__ � Z W= umm VC. 20 GAGE GALVANIZED STEEL STORM PANEL ry, X%X"M) , Y,.r REOUIRM EQUAL DO THA6, ' 20 GAGE CALVANIZED STEEL STORM PANEL rp. 3 .1 ' o2m 1XIM0. `Ac, 20 GAGE GALVANIZED STEEL STORM PANEL FIP. : E NACW3 ~, _- - No 44167 "I S 011"IN BY'. : No 44167 '; I � , S " * . .. N= MR COMOMMON 12E � . - DNM 011� ON Z -.�6-. ... * E __ - - - --- --- --- - = * -. = I Z a go] I _ ATE . - X6 F . * ' E-D. - EDGE DISTMCE =*: * 14� �'r_ �� - GLOBAL PROTE 07/20/2024 , ot. ______ CCD;d___= �-- �, GLOBAL PROTECTION PRODUCTS, LLC. "'""'a" ULE ON TOP & BOTTOM MOUNTINGS CAN BE __� ik � GLOBAL PROTECTION PRODUCTS. 1U.C. c"""`I`7`a S/ I. . I (SEE SCHED Z . � I - __ Act I OR 1 ,.$.. S 4TEM - � --- IJLIECOmc� 4,1104 VA &I XTRIXT - VMC. SHM 9) COWBINED IN ANY WAY TO SLAT ANY S ATE 0 / IILIECO...�� CTION PRODUCTS, LLC. ,A, - CEILING 40 4M S-W, 5 STRIDO MAIL FOR SEAUN REOUIRE hi,> ik'� -_ eL�, - AM &W. 61 STFW Z V1.6111- 'A, =% I __ : Z7_=.0= 4: 1. .% , , 2O-f76 'D gyM NOUN-- 40C FL =I. INSrALIXTION, -r� 4 . _. _ AWL fL , - OWE "_ =I - SECTION 2A - O"MOOO, RVIS moc, W4)W­7W, FAA `IXX,qocI_c., 20-176 2=M TB&= RA 131, � 004)MM-151* -5M nt�_-:pFO-FEn -'M& FAX ift*)IMM-10117 � , 6' __! 0"_`01`. - POW ­W, SCALE 3/9�1' TISIVE4 q�`� ". .f _ __ ..__ I S's .. .... - e,v - I am �­ -; _-OSP < , ont /TILTE—Co., \ %� E;­.. 11 WON.- Z I*` "i ORID "' iot %� i ... 0 ­_ WIT __1 FVVNI� F� CW4)06* 20-176 _ :,I,-.. / W. Z PROM. (M+YM A ft O FOR ­w DIMMAW W. Fox I is MAIM ft VACNWZ��.—.,,, --- 1. m-Dowl Dowwo ft � SHM . ,. � -R14. - n-i =_ #4 . ­...... I Pt _1 1, i I i . 1, - I � or It 111;211111 i!#6 Am-.: v- I 61111 I to 20 , -""""",",:.,.",O,PCN�;--- - I . I . � I - _J 11Z. � - - . f I 1 I I . I I - . . -XV370 DOM Il- . I . I SHEET NO. SH 1.0, z WALL AND FLOOR MOUNTING IN51ALLATION FOR 1�11 .■ii�Ilr�ItM1il11� �'_� >I z1 _ 1 � t GOAL + , � 2rt:.•rs3■^erwnr:.RrnRr-:.M�Mr¢sI1wMM• `I/YEMte" 1XRnt At . l6, St! Y me, 2 AEA LFw G0Nr41A515. MULLION SCHEDULE 0,W,."MULLION REQUIRED Wn. SPAN (FL) ' TUK MULLION " 4 4'-e 2" r. r . I/r r 4'-5' m 5'-r 2" s 4" a 1/r s 5•-e" TD.s-ta, z' : 2•s 4`X 1 4' V*M A A I) r r IMM. :ECRNNS ,, 3. A 4 aMcr + • SP VKH� FOR S. 'PRESSURE RATING MPS +56.D I.r2OX }. SEGSION T ORENTO SOME 3JB=1' NMTE. MUtIAON CAN ALSO BE RNUMAW wJ0 SHORN PANELS ON TOP OR SQTTQM 50 THAT n S LOCATED AT r� OR BOTTOM OF OPOONO (Ot& PIVN€f. DPENNO WJ mBE MNF A BOTTOM) I "i"If RINI I'll I , WALL NOLMNTL!+3 INSF L 1 AT(GN - ALTERNATIVE 2W SCALE TIN' . I` NOTES: T. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO B'-B 2. FOR NEW WOOD FRAME CONSTRUCTIQN: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUfr ANY CONCRETE ANGHpW5 (SEE 5CHIGX E ON-\ SHVET 14) 00MOR E ANCHORS WE SCHUXIIE •^\ OW 14) POURED CONCRETE r �Na�rA�r o Evglr TUG s 1z Vz o,c. J#R�R iw/sPtFLfluss O e ALE f D.L. W e , L•a! CEIL.111O t FLOOR MOUNTING WALL. R am 11OUNnNG INSTALATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE 5M/ (SECTION AT TOP IS UMfTW TO +55.5-67.0 MAR. SCALE: 1/4` /' A.S.D. DESIGN PRESSURE RATING) 3141' 1/4' . i' w Yr'iri nngnY f Srw a II 1 am 6 1 Roo S.e II MaMN AUG+m Y�irw A�4i.,tle+•..c rGO ILIWP afBl FLOOR NOUNTiNG �STALLATION - SE W AIE 1/r - T' ffiliurl . 14■unmmnnnm■mmma r�■9Ra■i1Lll - esteems;i, I IN t s■■�■� �teREi■■■■roe■■■IER�INperIN %� {. :.,..-i- SREEF ta) ,. PdIREO CAMMEE J -/,_ WAu. CR 5(}e rA'L OQNpiRpF} At&UINEO Oen1. C01CRElE ANCHORS j i•-: �/ 0N-'(j (SEE 5oN"AX j SHEET 14) CITING IN_ TIO u N w u 4?AU ALL D FLo NG 1 NOGG Li.® SIGN .ble+LlJ .I���T1t��E � _TOR ._,lZlli�il__IlMSTAL�A ""'..S MOAN i SCALE-* 3/3' a 1^ - K=N 2 SCALE: 3/B' - 1." h((j CNI Lrs_ Atrt! SiE 8M, PAIRE1 SYSTEM INSTALLATION T. LIFE SAFETY STORM PANEL CAN BE LOCAITEO AS AN ENO PANEL (FIRST DR LAST PANO,) OR AS AN WEdWR PANEL (ANY PANEL LOCATION IN BETWEEN ENO PANELS) LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ANIACEM TO REGULAR PANELS (W/ OR W/O REGUAR TRACKS.) 2. LIFE SAFETY PANEL CONSISTS OF O,G"* GALVANIZED STEEL STORM PANEL AS PER COMPONCHT , SHEET 2 OF DRAWING. THIS PANEL ITSELF TO LTE ADMOWD OR INSTALLEIG FROM THE INSIDE OF STRUCTURE. 3. UFE SAFET'd' Phil¢ REQUIRES TOR TRACK TO BE COMPQNENT�& BOTTOM iliilOK TO BE COMPO @3AS PER SHEET 2 OF THIS ORMWNG. AAANNNMITII �.A�tiA?;:.4„ COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECMONS 1 & 2 ON THIS , AS WELL AS DETAILS I At 2 ON SHEET' 14, +�\r �cEN; ♦. MM. LENGTH FOR CWPONENi ®K 15'. MIR, ANCHOR SPACINO FOR CT)j,FPOFIENT ANCHORAGE AT BOTTOM LS GIVEN ON SCHEDULES 1 & 2. SHEET 14, COMPONENT®MAY BE PERMANENT OR ROAOVAEILL ,* 5, SEE DETAILS FOR INSTALLATION INTO WOOD MARC BUILDINGS ON SHEET 15. HE SEE SHEET 4 FOR DEAL APPUC'ABLE 70 THE AICM5SITY POR THE INSTALIATON OF SPACERS AT TRACKS INSTALLED AO,IACENT AND BEYOND TO 57UCC0/WOOD iSAI"S AAAA4 Auu. L-W/a, VA, 2ya 3/4 OR 4/4 L PM. x; � jrw/ts � �►t. � � iw/15 olte E SAE PITON ! I --I 1)N LIFE SRHTCM PANEL 4� AREA WIND UFE SAFETY PANELS LOCATION OF UPE (SCE Am 13R.OW) ---�-----_- L. REGULAR PANELS Wj OR -------�•�-... SAFETY PANEL -^'L W/C REGULAR TRACKS (SEE NOTE T BELOW) s LAST PANEL P TO BE RASTA U.EO AS LIFE SAFETY S7tKa1 PAltA OPENRIO SIMLL ALWAYS BE W REARHANDLE TO FAC nAIr II�AUAQN r IT ELEVATION TO BE OR REMOVED FROM INSIDE SMICTM SC" 3 --1• /37 In" Mow OAW y �+ t. • 1 • T/ .�w« 1 r 1NNFUS. s iALw-P LO - SFL NOTE 1 AT t7O EANFIl. 5fE NOTE ,) SECTION 8-8 SCALE MAXIMUM A.S.D. DEC[GN PRESSURERj�T NO (jujI.) AND CORRESPONDING MMMilM PMEL LENGTH -L" SCHEDULE Arum uedT nf,T! a,er MHIAII At0. M4s.. LENGTH i&2L ° } SEPARATION �° G.ALY PMRI GgN07FARN �. am +55A -72.0 7'-r OR I= 2 1/4' UNSOLTEO 1 79" a A 7 sls' 1. -72q >Y-T TO W-6' Mow 2 3/4' UNBOLTED 1 TRW 5 t 7 +35.0, -72A ae_r m 11'-2' MINA 3 1Jr • 9191114M,, t e +43I, -4LO 12'-4' OR LESS 3 1/r ' 2O a Af l"'AWTH d, Y d ,O �.IM R/ +14'1-30.:1' SS, MS. A WOW AT PIEIBlP t AMIRGIN OF WRa NALIO ONLY FOR PANElSM& Q41SRALLATIONS AS PER SFCTONS , TNRU 7. ON SHEETS 4 A S1 MAXIMUM DSO. OLTIGN PRESSURE RATING (IxA-) N+tlfINW 41 "ORS SPACM FUR CO. + 3 1/2 +' APPUCASEtTIUAELE !I o ANY CO*W411*.. (w roof WX.AIM PAMM MM. V (e.) UPWR CF TAP -GRIP U' LK-IN AMOA M FINIME D PARHAM EURI 70 CONCAM CONGR TE 10 WHO= OgRMfE 10 CONCRETE ICI m 10 C0Nt7 m 0"CR M m owalarm r. N/A NIA NJ.1 e' N/A N` NSA.. a' WA H fw). e^ 5 N/A il%A e" e• ?" M ar 6' 1 (B01TOM) I• N/A N/A MIA r N/A I' N/A r N/A 2 OOP) r N/A N/A N/A a N/A 5" N/A r N/A 2 HIMID4 +'15A -72D e' N/A MIA N/A e' N/A e' N/A e• NA 3 A 4 (TIN') 7r-6' OR LESS OR LESS or 5' N/A N/A r e• 1• 6^ r r 3 isonOM) IM N/A N/A N/A r N/A r "A r NIA 7 (WN1). Ir S" N/R. N/A r e• 1. r r e" 4 & 7 (BOTTOM) N/A R/A 12 1/2• a 1/4^ 12 1/2- 6 r/4" a Ile 6 1/4^. a "w 5 1/4' S (MP/S .f161) SE SHEEq TO A I FOR Aim TN$: A SPICING FOR ISTILLAIBR6 INTO MOOD, IRATE eAOVN. XGNLiTEO SONI9XAE A9JIPC ANIE°3ipS11 ED, LESS SPACING eY MLTPLTIN6 SPAC616 9FNWM WH SCIROUAE BY THE FOLLOWING PKISRS, FOR TO OPERATION 70 HE FO561RE, RFA4OFD SPACING 1RRARL9 IISI/O FACTOR SwAU, NWT K LESS TIN MINMUM SPACING PRIW IM FOR VM H W-40M TYPE AT ANCHORS LEOERO. 7/41 1J+S r/4i MIRIOR. TV& ,tANAL TIPCbN of TAh-NP -� � -1J4"+ ' dNN6"W -.1i4�. 1tlIO+ST 01 PROM 1PA91MN. OM) 3 3 3- 3 1 ,/I 3 _'@AUKS w *IRowR 00 1 3 3 3 3 3 ,n 15GAFY1 daon4n rdt BA3 3'. s 3 to S v% 4 3 V2 y. +m Tab ,ae .Ms 1/4• ID.. 5/B- I MI W/ INSTALLATION -DETAILS FOR• UQULAR P N� EI.S - do a t/4-r-LENGT 5S M3.Ir 6 1/4' IT1R AND B 1/4' O.C. LENGTHS 01 INTO EXISTING WOOD STRUCTURES IN L 7 V-r F0A Ll716116 UP TO !OR N30AR jl4 S 0 J PNFLIIATE FEMALE O OR PAtELW7E PUT. • l+.'• 12 t/� 0. C.WTOI 1 Ir All THRIAM ' r' RENETRAIIIgN 'PJ 11FAtd'H im ALL LENGTHS UP r* I 11j 8'-S' Maw 47,vuv. 1 1 I AL*gRNA7NE 1 W � 2W T-- - SCALE 3/&.)` LIISCE SGY 3j6e1' i f SEEi a I_ 8tE SL %M1 ON S11FF1 e I FOR � 1fOX OLASS- ON ' � 7 JI I EO EO. I i I EQf r( EO i 5 E01 WIXOM i 1/+^ LD. • bJe' LONG BRAS IMISNtll16 YF/ 1/r'Y-2Od.• SS. MS p d 1p• GO, FOR POOL. UwGOfS UP TO 5=0' AND e t L N � Geu AWIp N r , OX, FOR LETWHIS UP TO W-e' Mon. �U4 To PANUAI 1EMENTHE G OR 1 PAMELMATE PUT$ a 12 F/2 t5 0. wTM 1 9 ,, F i , /� CAR I .-_ ACT, 4w ,..: ( r, MWn ttNIFADEa pEFECRI,TDN Aro { i M ORHi OF E%tGTNO HOOD PLATE POA SIT`'"? `` t ,e• 2'44• PLATE 1 a A MUNIM W RATE SCALE 3/e.T• - IrltSry�E SCALE 3jIS+T` , t'I S ALL LENGTHS UP TO N=e` Mm. , ST�io�E� ANCHOR'T FIRAME SH UN SALJILCAiE. Sj6."t' SCALE 3/e.l' NWIA41tNNIFNM�. . Y4Q ,TIi.�/T tN..iNSTALLMNS ARE ONLY VALID FOR BUILDINGS MTH A.S.D. DESIGN LOADS �4 UP TO +55.5, -72A PSF AND PANEL'S LE TH. UP TO B'-B`. .3�,•' FLORFDA BUILDING CODE (Nigh VelocityNu cons Zone) 2. FOR NEW WOOD FRAME CONSIRUCTfON: WOOD MEMBERS TO BE SOUTHERN PINE N0, 2, Wj SPECIFIC DENSitt OF 0.55 OR EQUAL- = t MO.. ��: _ am TLC, ; - 20 GAGE GALVANIM STEEL STORM PANEL F,n OWN or, NnTF FOR COMBINAT ON OF errT aNt: s 5t 5'%•, Fj t�i - `- E ~ M ENC.. - L�_:1PIA GLOBAL PROTECTION PRODUCTS. U.C. 4MG VC 51 STRW TOP & BairaM MOUN7TNG5 CAN BE iN ANY WAY TO SUR ANY �, ,, , Et1 ••,•'fy YyA ( E+m,G E WGI LGM► NY 3R. YI,nM Aa14F .,F,At-nW.Fe., Oral+y-,m, DkAFa A4 375i4 PHONE.(454ygeI-.75+'q. TM. 1'I+4)4II-6YYtCOMBINNEO `la-`t76 )NSTALLATIQEL �AAAIFNI H,HA+A S #At/SMbM,tGPE/P+1E w-°m6FrI DAMMING tlo: wK1ER A Ir4 Ps . m „-s - n 1r m STUDS 0 EYBR'. OVEERw m 2�1/O2 F IN 1 imilbl'i a A^9. _ eL Ile. ,.tA (� •L^ ;�d - • . I. i. 0 ALTERNATE STUDS O {12 1/21 0. C, TO HOLD F 5/a' w,, {{CASE 1) 3" MIT. (CANT 10 MAp PR[SSLME lA .W wo. CF TAP-pqP PROWIE HOW o HMHiMA1E RUX M COMBINATION OF iNY1i mom" PANEL L m V (fLI ;?7NppEtE &DCK -CONCRETE lO COMCaRETE - K M TO CONCH1EtE CORCICRETE BIOCIf A Ow"SC, MOCtI 19 CONORETE ALOCA r N/A N/A N/A 6' N/A 6` N/A 6' N/A 1 & 2 (TOP) +55D. -72.0 g' 7' e` 9` B' 9• 9` 3` 9' 9' 1 (BOTTOM) 5-0 IXt 1E55 6- 6` N/A N/A N/A 6^ N/A r NIA V N/A 1 & 2 (TOP) +55.0 -72.0 B' W, 7% 1 2' B` B" B" 1 6'-O' TO T-r +550 -?zti 6' N/A N,/A N/A. 6' N/A 5" VA 6" Nf# 1 & 2 (TOP) 71-6" TO B•_ti" B' S` B" 6" 64 a` 6' B' 1 (BOTTOM) MAOMUI ASA DESIGN PRE55VRE Yr. I (Sol° a VW W� FROM LOP W NQU) OBE A IRON e r W nU I P OF AMTUO APPLIGBLE 1a 6ECOON5 o & {AOF �NATIO EM i"MUM PANEELl,, 1a 449-2 -6T,`3 3 % 31 4 1 2' 4 T Y 2 (BOTTOM) Te OR Lk�S +52.6..-56.0 3 ! 3" 4' 4* 2 (BOTTOM) 7-8` OR LESS +55_0 -72D 2 1/2" I 2 Y/2' 4' 3. 1j2" 2 (BOTTOM). 7"-e OR LESS +55.0 -72.0 "+ T/2• ?. 2 1/2' N/A N/A 2 (BOTTOM) 7'-e TO 8'-0' +55.0 -72.0 N/A N/A 3` I r.. 2 (BOTTOM) Min OR O I SOHEWAE SCH@ULE y E M SPACING Maw ANCHOR SPRANG SPACING '*-•----- 1`-3' Min. AIL 2 N�IWGINTA�TI�N4(APPUCOLEH SCHEDULE 2) SCALE 3/16' - I' MAXIMUM A S& DESIGN PRESSURE RATING s.f) AND CORRESPONDING IAXI►/Ur� PANEL LENGTH -0 SCHEDULE LL(`.ABLE GAILY i0 tA`TtYrNc t A 3 IAON`.Aiitt fCY1 (,�sififf' tt(NFM PAW! , 0)LS 73i. 14 RgMI"OL4�Wi N �.4.'.7 Wk P�LN6�L7OiGM fSa ffiEGrCrIS) � 1W O a nr + AMS.eI -H2a r-s^ 2 sY4• MArIat1FO SEE SHEET is FOR ANORAK TYK A SPACING FOR MSMNAATIONS INTO NW0 FRAME BUILDING. MWNRIM ANCHOR V% M6 00 NRNYUA EDGE OSl'A1NCE APE INDNATEO ON THIS SCHEOtME. FOR ED. LETS TNW INOIG7Eo ON 91=" REDUCE AAlNce PAC"BYMNLTIPCYING SPACXG "" ON SCMECUE BY THE FO1LOIING FACRIPS. PION TOO OPERATION To BE PEE REDUCED SPACING off!"M USING FACTO.T SNALL NOT � X" THAN MRI" SPACING ROCATED FOR PMa1 MOM TYPE AT ANCHORS LEW& iNPls'1Y rAIORf TN rAP•RYP ETC nu" III •. ftul OMA-N: Rn M W44 VAgRN 3 3 3 3 2 in AMMA.ne I} 0A) 'a 3 3 3 3 ILa MA•N eaa.1MG. 3 .1 A 114 3 1n 4 ALOE LSD. lDIE 0sM■1 ITICOIE - - - - - sG --E,n im (VALID ONLY FOR PAN61.S CN QA� W*JATIQNS AS PER SECTIONS I TKRU 10, ON SHFY:TS 4, 5 & 61 MMMUM MAXRARH ANCHORS W*m Fn6 ED. - 3 11r - - A.SD: DESIGN TAPCCN - Cf TAP -GRIP MGM[-tR PAWMATE FDA" W GARELIA E PLUS SOLD 9E7 APPLICABLE TO SC & MAXIMUM PANEL PRESSURE FAIT Na m CONCRETE - - To CONORM 01" TO CONCRETE TO CONCRITt BLOCK m CONCRETE TO CONIMM OLM m COME TG CONCRETE HHOOX m CONCRETE m CONCRETE BLOCK TO CONCRETE m CONCRETE BLOCK ANY COM&NATdi OF THEA, LENGTH L' (R ) 6' N/A N/A NIA B' N/A.. a, N/A o- N/A N/A N/A 1 (TOT) 6' 4' N/A N/A 6' r 6• 6' $' 6' NjA NIA i (BOTTOM) 6' N/A N/A N/A 6' N/A: B' N/A 6' NIA N/A N/A 2 (top) 5' A/A N/A N/A 6" N/A 5" N/A 6" N/A N/A N/A 2 (BOTTOM) 55:5. _72.0 6' NIA N/A NIA 5' N/A -8'... S. N/A 6. N/A NIA NjA 3 & 4 MP) >7'-5`' To W-B' OR LESS 6. :... 4- N/A V/!%... 6' 6' r 8" N/A N/A 3 (BOTTOM) 6- N/A N/A N/A 5" N/A a" N/A 5' N/A N/A N/A 7 (TOP) 5' 41 N/A NIA B' B` 6' 1. 8' N/A N/A 4 & 7 (BOTTOM) NIA N/A 12 1/2" 6 1/4- 12 1/2" 5 1/4' 0 1/4- 6 1/4` 6 1/4' 6 1/4- N/A N/A 5 (TOP/BOMM) 1KY0, -53.3 N/A N/A 12 1/2" 6 1/4.- 12 1/2' 6 I11V 6 1/4" 6 1/4- 6 1/4• 6 1/4` N/A N/A 6 (TOP/BOTT(N) '-5' TO 11'-r _65A, -72,0 N/A N/A 6 1/4" N/A. : 6 1/4" RIA 6 1/+' 6 1/4' 6 1/4" 6 1/4- N/A N/A 5 (LOP/861701R) B'-B" TO 11'-2"; N/A N/A NIA NIA N/A N/A 6 1/4' 6 1/4' 6 1/4- 1 6 1/4' B, 9, TO (Top) 4", -48.0 B` a N/A N/A N/A N/A 6' 6" 8 1/4" a 1/4` 8 (BOT70M) LESS OR LESS 6" 4' N/A ]N/A EN/A N/A N/A N/A 6' 6' 6 1/4" 8 tf4' g (90TTfl}L) 12'-A• OR N/A N/A N/A N/A NIA N/A B 1/4" 6 1/t' B 1/4" 5 i/4" IO (@OfiDM) SEE WOWS %0, 11 AM 12 FOR ARMORS TYPE A SPAM FOR INSTALLATIONS INTO WOOD fRAME WNGORG- MR RANM ANCHOR SFACNGS AND MINIM DISTANCE ARE INDICATED ON T!� SONEZARS FOR EA LESS THAN INDICATED Ott SCHEDULE RMXX ANCHOR STACIG BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY TIE FOLLOWING FACTORS. FOR THS OPERATION TO BE PALE. REDUCED SPACING OETAW USING FACTOR VMLL NOT BE LESS THAN MRMUY SPACING GNDtC M FOR EACH ANCHOR TYPE AT ANCHORS Lam, 19ivOIM Til'[ IANAL t/A'f !/4'r tJ4'I 1I4'I 1/4'I # L1P.tiRF O OWS-Mt OMID-4T MIR NNi4M NAC+IW 3 �wrloaTUAs CWf.'M (N,) 3 3 ! 3 3 3 1/2 tM.0. AMM ADULL Ea {mzE 9.EAIW T A-C 7 C A - 3 in' •- -. +.lq - 1,00 IAA y-ii..-.,r�`V- ` •�,• :• AT M WICTH-0F PLATE ALTERNATIVE BW DIRECT MOUNT MOUNTI 0 IMAUXION DIRECT MOUNT AWN SCALE 3/6-11•. SCALE 3/NM1• SCALE NOTES 1, INSTALLATIONS FOR ALTERNATNES Ely, 9W )E TDW ONLY "0 FOR BUILDINGS Willi AS<O) OEWN LOADS UP 10 +43.8, -48.0 ps.L AND PANEL'SLENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTICK WOW MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL NnTr FTR7 CDMNRA___1 OF +KCtIGNc: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, INSTALLATION DETAILS FOR OPTION # i FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES -:. -, ,/2 MN= THaWAOEO PpE1RU1ON i m Ot15TXIG /: t y` � 2 por I t IYOOD. iffMER Ft[DtrRENN 1 � I � � - "-- _ REOURFD� R�F9COIIR 7Ja".I31�• Ws4NGOMp�TTz --4- +Jzaa j � � �► TER ATi E t AL�RNATiY� 1 1/d• +Arr. CN15) ( •� sJ4-aIH AMCf4NE To GET. 1J14) I tTfW4SIX SCHIMIAX I I f I;eP To GLASS. } EQ '' I I I f _ OR EO � 1 I' WOOD PLATE j L1 WOOD q i } I � W Nam ALIERNATIVE ALL ERNATIVE 4 r I �I ' ! ,..: ALb.•PTXREAG.D PftiETMARF OR J i Tj2' I t/41U.S/9• LONG WA%M L MG W/ ,/4'+-•?0PLt• ss. Ms.. R• Gs. DR ALTERNAZWOOD FRAMECONDITIONS INCH L.�AT�NS ,J4TI-2a PANFaw1E rOLME ro oR .�R PAMMA1E PUS e r O.C. w + 1/2' NBa. 1 IifdiPA710W ro R400 SCN& }• WFr10Eo RAW NOTE : WITTER MOTS NOT SHOWN FOR MA WN �L �RTING ,INSTALLATION NNN011ANN ALTERNATIVE 1 WNs�` s 7 FLORIDA BUILDING CODE Nth VelocityNUrTlcone Zone s * .a = A7Di0 n1FC, r e 20 GAGE GALVANRED STEEL STORM PANELNOTES, LRAm 1. 66'FAL ATM NNE CNLY MA FOR BUILDINGS WITH "4% DESIGN LOADS UP TO +55.5, -720 W AND PANEL'S LENGTH UP m B•-e`. =b •. SS �� ' �9p •. F� RTO � 4AA A.'••.....• - - - rf® /I ��. E AL PROTECTION PRODUCTS, LLC. "Gm"' 2- FOR NEW WOOD MARE E'OWSTRUC" Wa00 14ENBF)F5 TO � SOUTHERN PNE W. % W/ $Pv!IF.' 9ENWIY OF OM OR SOUK- �NAj ss) Al� TENTH_ A N__ ANY 4em S.W. 5, sRiEFF OAYK Ml-M14 FYNANI N 11iNNN , wP, AA, N: 1M ak .�w4A awnw R snw PKAM. (154)SW-7645, F.vt dIO+ -rAIA 2(S-t'/6 N4u r Nxn Arrnme . tti , MIW3 m-,AH U-mAperfq m4W aww IIrsF� w +PSPNIRN Na P,E lE wM.TFR A TNIPAT ,N.,,P.E .:SECT 16 or 29 N N N C� > +-I U Q 0 Do 4-5 CIO ICU to = L_ O ICUD = 0 0 CQ LL 0 > .� -0 E T3^ 2 ` vJ � Q r E r .T •'E� !n� 6 _ Q 1,1A R^�si .1Gn, q',A 7A1 4- tv AD- aM1 AV Cn.�.�� CIO O CL U CU L� U ■ ■' /�/^ v, LI..1 = Q Z Z Q J 0- SHEET NO. SH 1.1 tSEE 5=045 014 SHEETS 17, M 19 6 20}-­­­ MAX. Wit a/Il. r MIN. A, 8AW/2D SISON/20 I. 0 0 --t _0 0 mvm EXTERIOR 11' MIN. "w/ft, 1AW/19 A, aw/m OW/1% MW111 A SOW/201 GAS (SEE SECTIONS ON SHEETS 17, to, 19 It 20)_ OPTION #2 EQ8 UEE SAFETY STORM PANEL( I ELEVATION SCALE 3/16•.1- SECTION A -A SCALE 31le-l' MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (fQ MINIMUM SEPARATION PANEL RATING (p.s.t) (SEE SECTIONS) TO GLASS CONDITION +55,0. -72.0 w-s" 2 3/4- UNBOLTED INSTALLATION DETAILS MR OPTION #2 FOR LIFE SAFETY STORM PANEL SMEM INTO EXISTING WQ0Q STRUCTURES wco" 0 a' "'I'll iD PENERMTION AT 'H CUSS am smaT to PANEL LIE PANEL ( SIX NOTE I 1/4 *_,vu LENGTH ISO, NOTE I SEum NOOSING 'I'm - - TO ON sw 10) PANEL LENGTH (SEE SCHEDULE) HEIM A 1/4- SHM 6) "L* k I mc PANEL LENGTH 4. - - (SEE NOTE I BELOW) imd= AT MIDWIDTH OF PtAni j 7 Cm. ITvj1;V4. MS . W/ t ?111:J=Nff NT "WASHER 1 4-0 upcom 0 r ca T/4'0 TAPOONI # 6* O.C, ` VT" ISTACIGERED W/ TIM) ;&CV =vA ; WIN OF PLATE ION jI THREADED MOftTH Of PLATE -Armo, PLATE PLATE WOOD PLATE PLATE RVOWED WALL "ON IMILIATION WALL M%a"'G DWALLATION WALL MOW_MNG jHUAUAMLUffBblli A 'REGULAR PANEL a MRSAMN MEL sr, "'A TIQ 1. INSTALIA104 AK ONLY I" FDA OJWNG$ M711 A.&D. MMON LOAD$ �V'p' FL40RIDA BUILDING CODE Il UP TO +5", -7ZO PSF 00 PARWS LENGTH UP 10 W-11. 20 GAGE GALVANIZED Sit 2 FDA NEW WOOD FRAME WOOD MEMBERS TO BE SOVWRN PINE No, 2. W/ SPSCAIG MVWY OF 0 .55 OR EQLW- S IBM GLOBAL PROTECTION us. W/ WIT COMPONENTS FOR SERIES 2000 it 1000 E-Z HANG STORM PANELS {SCALE 1/2-1 (EFFECTIVE WWH)___ 2.250" .075* -TYPI .07s* -TYFI 2XV2 • M&MANIZED STEELEDGE 2A44- "2v 2.246 AM A­ILW WADE ZO MINIMUM RETAIL AJ ?_ WAtLTE ---------------- C-50 CALM. .......... I ---------- = (D STORM PANEL VI REVERSED -h- TRACK RMMr2 *U* TRACK PANEL'S M UP tG.OF' T. I HEMMED ISOMETRIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END Up W/ HEMMED EDGE I 76O' (N.T.S) f -JW4..;: J e5D PAN&L VANSERQs 2"W(Max.) ALUM, ANGLE 114 V nOE t25* 6061-115 Alum. ALLOY (Typ P \NCEA NO. 44167 IT: z FLORIDA SUILDING CODE (11figh Velocity Hurriccno Zone) I WE OF .,:C M", tam limm W_ 20 GAGE GALVANIZED SM STORM PANEL (2) 3*9!(Ma&) AWM. ANCIS STOP Us III LONG mot, Tc�� GLOBAL PROTECTION PRODUCTS. LLC, 4W 51 .1- t, 3MI 606S-75 Alum ALLOY X-era.� -7344, Mft 05001-117117 20-176 ps. J'. Px ------ OR"" ft SWET 22 Of 26 9L= REOVIRIM SIA&LATION INM EXJSIINQ TAPOON ANCHORS _44'1000N DETAILS F-09 OUMN-Az POURED CONCRETE ANCHORS EMLIFE SAFETY SIQ9 OR CQNCEETE BLOCK 1/4'TAPOON ANCHORS PANEL S=M Mt, UURES I D.C. .O.C.�Cv Ox, ]J7 1/4' 1/4' ED.* 1/12^ 11M L UT WASHER WMW 114TAPCON AACNIDRS 4 112* Ole. (SlAzam W/ STUD) sc" 3/8-1 SEE pw to * 20 FOR ANO'm Tin A, Alamm _.L/e_*. SMODTO FOR WSWADON5 AGO WM 0 MINIMUM iFW=` ON scoma MR Em Lm IMAN im sr4u= REDUCE ANCHOR spbmw or MULTIPLYING SPACING SHM" ON SOREDLU 3 wit FA an MOM Now By THE Foulmm FACTORS, FOR yms opmom m K 11r = " vA*RG 01004:0 F.'LI SE MS I" Mo#AW VA-014 wavant MR 009 ANCHOR M ON m wm HUT WASHER 0 72 1 t2l ax. /4- TAPCON MONORS 14 i/r D.C. GLASS TAPCON ANG14DRS olc, maw 4F I ED LNt "S. MA. W/ NUT WASHER (SE1,0144) --=PCON AS _eOURIO) CONCRETE R=RETE BLCCK INTING INSTALLATION MMN 48 E SAFETY PANEL SCALE 3le-l" INUALLAILQN DET-AIL5 EQR OPTIQN 402 FOR IF SAFErY STORM PANEL VaTEM EXISTING WOQD INTO 7- IJ4*0 TAPOM 0 r IBC. 1/4-0 TAPCON 0 fi' D.C. %'rElH 1/2 MIN, THREADED /LAIIN. THREAM V TAA;CN I AT wow AT WOW HEADER w_-bER o Ipr 1/4- mat. M. HEADER J WOWwodD HEADER REQ-01- CD 00- ON v M.. CMMJM -SCHEWAE- PANEL LENGTH PANEL LENGTH ON SHUT to ism NOTE I mom 1/4* 2 (SEE NOTE I samo d S.S.W. S, SS _4 3/32' WINS NUT A, 1 3/32' WING NUT 2'W p t 2"4' WOOD REO=W- WAS" 0 6 1/4- D.C. REQUIRED l 11j WASHER 0 (BEYOND) 06 Mej. III M10100O7H OF PLATE OF PLATE AT MIUMOTH WALL nwa I Ips IWAION WALL MOU"Millp INSIAUATMK firl,tgr ANFNAFtNx yJy At At JIMA= 0 HQUILAR EML SCALE 316'.1,JB FLORIDA BUILDING CODE (High Velocity NuNYi4rons Zone) No 44167 20 UK GALVANIZED STEEL STOIW PANEL I. ItCrALLAT06 ARE ONLY VAUD PDA BUILDINGS WITH A.S,O. DES" MADE ow" ft UP TO +56.5: -72.0 PSF AND PANEL'S. LENGTH UP TO _3 GLOM PROD UCm LLC.1mralDmD 11LIECO N OpE 2- FDA NEW WOOD FRAME CONSTRUCTOR: WON MEMBERS TO HE SOUTHERN WZI PIKE NO. 2� W/ SPEGIM DENSITY OF 0.55 OR EWAL Dwit 20-176 ROM, rAXZ (04)W-WP Aw. q S/24 1',1246, ................ 1 IN 111111111 eli v QTTTI I ITTV11 T_Tf fl- FrITI-Tr rl T Tj T"M I 11H 11 �T FT I H If it 1141111] IM 111H 11 IIIJIL mini ml III fig L a BELOW_ Now a ',�IEE NOTE I Er ;kKM SEE �_ -1 "'Nwb OMEN or I* LA, W. saw 24 SEE GWPOW &I SA I to I ZDA0 17 10 oA a) A/ ON .0 TO BE LAST PANEL BE XT A= TAM TYPICAL ELEVATION FOR 91"'1" OPDw4 SA.TALTW& We REAR =%MFA0tJTAX INSTAVA310H ALVATS PRO W TYPICAL LUMION EQR SE ES 1000 miwa= If 9m INSTALLED FIKAI E-Z HANG STORM&#�L SEMMEM INSIDE OF STRUCTUREBCNL E-7 HANG OHM PANEL (1) __ SCALE 3/3r - I' W� GAP -1 1/4* W. SW t-114* v- GAP 114- A- GAP SECTION A•rA UG�A qw;w. I* E - Z HANG STORM PANEL SYSTEM CDNWM OF PANEL TRACKS aRrm- AwT,,T1OPAmpMNaA`AtE PLUS ON IV LMG (1), 2EFINITION E - Z HA*4 SAW PANfL. SYSTEM CONSISTING OF PANIE, Cant, TRACKS TOP & SOTIOM, (2). END I'M" SHALL ALWAYS BE O01oAW='rD E SILL WALL 13Y MEANS Of CONNECTED WITOM, TRACK OTHERWISE A STOP BAR I SWALL ALWAYS TOP (2), IfOSZP P LIE 4 %ZLS PROVIDED ATSffAC1 I' USED MTLY Wl WIM, Em PANELS BE CtUINECTEO TO w/ 14M tr - CEO THUMBSCREW IN� W�Et'l C la(2W TAP CPT AS (3), IF END PANELS ARE CO: 0 PM TRACK. CONNECTION SHALL CONSIST OF ON Z41tu =aOR • 7F _5 NUT OR 1/4 M�W W. THUMBSCREW B14"' Z4;_T=/O0TTOM 71ON OF FASTENERS A. EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE �*NIUY W/ 15 LONG AT PAN" Mr$ EXTERIOR FLAT FLANGES OF END PANEL Do ARE W surrom '(p STOP am ITT-00,11 PROVIDED AT TOP OF =Mmks (4). IN CASE THAT END PANELS ARE TRACK 0- A STOP SAR is ONLY SE CONNECTED TO BOTTOM TRACK (4). FOR INSTALLATIONS WREN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY MAY TO EXISTING SILL M MEANS OF PANELMATES� ONE IATERIOR PANEL USING SPflff=R)A.T.L= (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCAT14W MAY BE USED JOINTLY AT SHOWN ATrAMWG BOTTOM TRACK TO WALL TWO PANELMA'MS I= XNG SHOWN ON ELEVATION AND (St SEE SECTION 1', 3' ON SHUT 24- SEE ANCHOR SCHEDULE ON SHUT 25, ED" DISTANCE, FOR NOT NEED TO 19E CONNECTED Ilr INSTALLED SUCH THAT PANELS (8. LEFT & RIGHT SIDE OF EPAGR PANEL) HAVE OVERLAPS RETAINED BY THEIR IN$T.ALLATION DENLA EM 0eMON #2 FOR LIFE SAEM STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE STRUMBES 1/4' UPCON ANCHORS k4- TAPCON mc**m Pou REDUIM EXIST CLASS 1. GLASS F_­ mt PANELVATE PLUS W 3 '32' WIND '­'wc'-mD'.-w W' 0 0 1/4' 0& (BEYOND) ...... eoulo M A CA C..Qrm. IEOUIREb mwAm WALL MQjj�LLATION WALL 19jefi !Nj1LLgI0N MGM 5B lk REGULAR PANEL 0 UEE M= PANEL SCALE 3/r.1, 0 SC&E 3le-l- SEE SHUT to It 211 MR AMMOM Twe A SPACM IN 04TALLAMONS WID WOND FRANC BAUM _z•. .44167 ON or w! FLORIDA BUILDING CODE (High Velocity Nu cons Zone) o=N, TILMc F� SOMU RfMa ANCHOR WAIM BY 20 GAGE GALVANIZIED STEEL STORM PANEL WATIPLY114 SPAM SRO" 00 SPHIEKOLE Acoms. ED, "a 110110m STATE DRAW ft NY THE FOLIANIVIO FACT� FOR *6 OPM10K TO BE POSME, *VOLIM *AGING OrA#AD USING fAcToR =W ON PRODWTS, LLC, 01m BE Less Th" Mvwu# SPACING 11LIECO."C. GLO"L PROTE.T.'.. . SPOT P NAL FAX, MR p" Mom TYPE 04 THIS SCHOULE . . . . . . . . . 1 20-176 _.i_ Dai aww"ha Ny WADER --- LIM "04" GENERAL Nom- 11m mm 2=1111 t E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED-) HAS MEN VERIFIED FOR COMPLIANCE IN RJ) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 & PANEINATIE PLUS INTO wNcAm ACCORDANCE WITH THE 2020 (LLD' EDITION) Of THE FUJRLOA BUILDING CODE. BLOCK SHALL BE 1 1/4' DESIGN WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE MOW MENTIONED CODE, EL2) MINRAUM EMBEDMENT OF 1/4-6 X 7/4' CALK -IN ANCHORS SHALL BE 15 7121' INTO CONCRETE. MR A WINK SPUD AS REQUIW, HL "M IN NO EMOMMENT 4#0 ANY nNISH MATERIAL SHALL BE PERMITTE0. VIL"EAS WI%jE Aff" SHALL. Mr FOR A DIRMIONALAV FACTOR 18 AND NOT EXCEED ILW= 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOWN(SHOULD ANY FINISH MATERIAL EAST) 'M DESIGN PRESSURE RATINGS INDICATED ON $HUTS 25 A; 26. DOADE 3/4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.S.M DESIGN RRHO LOADSaY MULTIPLYM THEM BY 0.6 IN ORDER TO &3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PAN" BE FOUND ON THE OWING WALL, To COMPARE THESE W/ MAX. (&SO) DESIGN .PRESSURE ROWS INDICATED ON SHUTS 25 & 26, ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN SPRUCTI)RE BEHIND SLICH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN S.2). IN ORDER TO VERIFY IHAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED, A MI INCREASE IN AUDINABLE STRESS FOR WIND LOADS. WAS USED IN THEIR ANALYSIS. FASTENERS SPACING TO wow RAS BUN �Z DETERMINED IN ACCORDANCE WITH NLO.S ZDi (C) ANCHORS SHRILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIMS WO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABOMTORY. INC REPORT 1 2032, AS PROTOCOLSUS-201, 11 IT SKALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AM IAS-203, IS TO Of ATTACKED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, OLOCX I THIS SYSTEM 845 SEEN DCSW40 TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W THE USE OF A LADDER OR LIT, THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE 11151011ATION CONTRACTOR 15 TO SEAL./CAULK ALL SHUTTER COMPONENT EDGES WHICH WMN IN CONTINUOUS I TRW THE NSIDE OF STRUCrME. CONTACT WON THE BUILDING TO PREVENT WIND/RAIN INTRUSIM. CAULK AND SEAL SHUTPER TRACKS ALL AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE M SINGLE ANTI DOUBLE HUNG STYLE WINDOWS WHEN 0WALLATION IS REQUIRED TO BE LENGTH. PERFORMED FROM M INSIDE OF STRUCTURE. 13, STOW PANEL NWALLAT04 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4. SERIES 2NO IS APPLICABLE TO SINGLE AND 0OU114E HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. INSIALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTZ-IA- IS pX"w Pigam, 5, ALL ALUMINUM DMVSDNS TO BE 4"3­16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EftLAMON DOCUMENT (P.F_D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROMOt INFORMATION FOR A SITE SPECIFIC PROJEM 1.9, WHERE THE SITE CONDITIONS DEVIATE FROM THE PF_D� t ALL ALUMINUM SHEET METAL USED AT CLOSUAESShIALL HAVE 3105-1414 kwY. (b) CONTRACTOR -10 K RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION MLUDIMO In SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHAUL HIWE STRUCTURAL QWIY TrEEL, ASPA A-653 GRADE 50 Min, O&VANDED STEEL THIS PRODUCT BASED ON THIS D. FRONDED H�/SHIE DOES Not YE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy. 58.5 44.1 IlAPTER ROU14 THIS DOCUMENT. CONSTRUCTION SVEN AT WE VS THE CONITACTOWS RESPONVOO-ITY. B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 31S AJSI SERIES OR CORROSION RESISTANT CANTED CAROM STEEL AS PER DIN W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODFIEt4 ZVOIS W/ 50 k5i YIELD SMENGTH AND 90 k9i TENSILE STRENGTH & Si At COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.&4, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED, ENGINEER OR ARCHITECT WHICH WILL C BOLTS TO BE ASTM A-307 GALMANLZri) STEEL, OR AM $04 SERIES STAINLESS STEEL, WITH 35 itst MINIMUM YIELD STAENGTH. BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED MWER TO THE P.E.D. ENGINEER, SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAwwGs FOR REVIEW, (A) THIS P.En, SHALL BEAR THE DATE AND ORIGINAL UAL AND SIGNATURE OF THE PROFESSIONAL ENWREER OF 1/4*0 TAPCON ANCHORS AS MANUFACTURED BY IT.W. SUIUXX INC. (MIN. Vc.3ii?2 P•&Q RECORD THAT PREPARED IT, 1/4" 0 9 718' CALK -IN ANCHORS, AS MANUFACTURED BY DMALT INC. (MIN, 1t-3000 p-L) 10. STORM PANEL MANUFACTVVWS LABEL SHAU. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 0 14- 10 PANELMATE FEMALE ID & PANEILVAn PLUS ANCHORS. AS MANUFACTURED SY ELCO CMS1`R0CnQN Pitmwm ACCORDANCE Will SECTION 1709.9,3 OF FLORIDA BUILDING COKE. ONE LABEL SKAU. BE PLACED FOR EVERY OPENING. tf'4-3m TO P.A;) LABELING COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COPE XI) WNWUIA EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND r FOR PANEWATE FEMALE 10 A PANEIMATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CAUL -IN ANCHORS SHALL BE IS 7,?r INTO CONCRETE, NO EMBEDMENT INTO AW FINISH MATERIAL $HALL BE PERMITTED- 1/4' 0-20 SS SIDEWALK BOLTS USED V44L BE LONG ENOUGHI(SHOUILD ANY FINISH MATERIAL FIST) TO ENGAGE 3/0 INTO WHO". 40 #0000411"10 CIA 'L� X3) IN CASE THAT PRECAST STONE, CONCRETE PANELS, OR PAVERS BE f'MNO TIRE EXPERNO PREOW ON WALL OR FLOOR, ANCHIORS SHALL BE LOW ENOUGH TO AWN THE WAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTINVO IN AA) AND IN A,2), No. 44167 m Ex Ar 1/4* 0 TAPCON ANCHORS AS KWUFACILIRED BY KTW. BUILM. INC, FLORIDA BUILDING CODE �Iflqfi Velocity mu cons Zone) 1/4- 0 X 7/8- CALK -IN ANCHORS, AS MANUFACTURED 84' OMALT INC, (rM.TSOO psl� mow mm wa F.P. 20 USE DALVANIZO STEEL STORM( PANEL #14-$0 PANELMATE FDALE 0 AND PANIELAIC PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTAuctiM amw ft PRODUCTS P..I.) GLOBAL PROTECTION PRODUCTS, LTC. 0114121" WE, I LIM Am. 04-0=710DIILTFA A; P.B. I F- GIRT 21 No INSTALLACTIM PF-TAILS F QJR ERIU PANEL (1) INTO POUREQ mil_wp� - ----------- 2000 AND 1000 E-Z CONCRETE OR CONCRETE T HANG S ORM BLOCK A 4 0. m 2m 4 40R�� -MVIL 5 a % or SEE SONEtKa FOR Mh. W MA-M sm sollmw mm: - to at"& SEE ON 25 1.11 Uhl MAP mw 0~ " mV"A' n3 POLAND am rowm 6 3 TNT 70 FA Now, rNR (SIX to am am vx ONO" is qg. WALL MOUNTINa Isn FLOOR enF SECTION 1 0 TO CLUING INIQUINING INV, BUILD-Q0 MQUmm bm. SCALE 3/8-1. wy SECTION_ 4' 4 lKE SPItUncktoto Im"Od" USE w IF IW41 or wm o"c" . lom OR 61 1,4151,uAr" Tfft Im 3"m n NNIIRlFFNI 04 0 Ok'lj� A, . . ........... NQ. 44167 at I COAOlEO IN ANY CND' TO SCR' AFYY). . m FLORIDA BUILDING CODE (Nigh Velocity HU one zone.� s STATE OF cow num 0IM 20 GAGE GALVANIZED F.P. STEEL STORM PANEL DRAWN s" OnAlL I SOME. 1/1". I' EM LOW owmm m soltmu M GLOBAL PwmcnoN PRoaum, LLC. "10"Am� IL ECC #me. M PIL I pw`w_: -lot Doom IN; sm" - OF" O O Cn -Cu > 2 0 C" n (n :t--f a) Q = 0 2 0 0 LL 0 > -0 E "0 0- E F_ cn -0 oCU ._ cf) Cn C -+--0 +--a U) =3 0 CL CL 0 0 CD C/) W =3 Lu z z SHEET NO. SH 1.2 j . I I A 11 11 1 h 1 III 'I'l Ailu181f.i,I ik jji._Jj I I I I > : 41' 4 ,. 1 „ _ .i .S ..TILL .I TI Tt A" OFe ei4 4- 3 1 �• G 7t f! IA. ytiy MAXMUM ASA I1E51NG F'R E AIM. p MINIMUM 8E� 'ION - 1mm APPUCA9LE 1O RATRG (sEE��� � ro aAss CONomON .SEcr�eu ♦66.0, -7" 7W OR LESS 2 li/Ir galtoc • V. 2', 31,. ;'W. 2'Wt & VW +080. -76 3 7G` OR LEss 7 x /6 Batm ` - a' & :1W x T/. IK 4- 1F S1 ZlfiK1M ti RC1Ml DF PUVEiS. t W1NU'IAR AT OVERLAP & 40X OF PANEL LENGTH i 1 4 •. AniL7� 0=1 4 r7: .,Ales -).. a AS DXIM WA" ANDIG7s S ACM FOR L B . 3 t/r - APPLICABLE TO 5ocnoNS & ANY COMBINATION P' THU tMilYLM1 PANEL LOMeMM , (M.) PRESSURE RATING 1WOaN8 GiLK-iN PAVELMATE FEMME IB PN1L1N1T€ PLLB m R1XW31EtC m G.`s?•KRETE TO GrnxalETE BLOCK m RONCRITE Stu 12' A N --- N/A / 12` N A / (TOP) T 1 ` a e O ' 3' S• 4' b`qGO 4 1.(BOTTOM) 12' 3° 12, 5" B' 6' B" Ir 1 901TOM) 1 4-F 58.0, -7a�:3 HA f NA r N / A NA / N / A N / h T2 2 / Ill 2'(BOTTOM) 70' OR LESS 7" N/A 5 1f2` N/A 4 1/2• N/A 4 1/2' N/A 3' (TOP) 12` N/A 12". N/A 9 1/27 1 N/A a 1/2- N/A 3' (90ITOM) 12. N/A 12` N/A 12' N/A 12` NIA 4' (TOP) I 12. 8' 12` 9 1/2" 12" 1 11" i2- II' 1 4• (BOTTOM) AN M m fl -.t. AS.O, DESIGN MIRED 68- p. PRESSRE RATING; ♦,'TEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR 16WAA ATIONS INTO WOOD FRAME EXACN6 MINIMUM A ICHOR SPACINGS AND MINIMUM ODGE DISTANCE oON THIS ULLEFOR IRUN N ORON SCHEEILLE $Oe ANCHOR SPACING BY M)11MLYR0 SPACING OSCDI£ 6Y THE FOLLOWING FA1GI$, FOR THIS U70 BEPOISWILE DUD SPANG OBTAINED USING $ ' NOT BE LESSI1Wa MIRASPACING ]NOI'AtFFOR EACH ANCHOR TYPE At AKAORS YEEDiC. Allow TOE 1/4'- Tl41 i/4'I 1/4`A TPWN GAX+eI A" ANCHOR OV960 DAL) 3 3 3 2 iA2 ll ow-VFIta, W.PIA. (f,,)' Loa AW,3 ebeaW OPkk (w.).. 3 3 3 3 3 3 1/2 3 112 + Jp1111L EA M owng now I T,W -39 1 - _ - 2 1/3• - - - M- y I ILO - 1.00 1 Ju 3 i 'Jo - 1D0 T I } REQUIRES M-A OWANC;E BETWEEN BOTTOM OF PANEL 1 AND � TO BE, 1/2' -11MIx0 i I •I--1- REQUIRES MF DISTANCE BETWEEN BOTTOM OF PANEL AND (D TO BE: 3/t6' 3/16' M3M. COMPO ONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1') _ _._. _._...__. _151W (TOTAL WIDTH)------- --- - - 12,.+`OO^ (EFFECTIVE vomT o------»....._.,... _ _ i ,--.193' 1 t 4Y-2�fa• CL�.--._.. 1 1" 79$"»-,.... A STUD. �.280" 3 TO �C IN 6 I/+, -_.6 1/4' (TYP_)—_.-._-- rV1 1- .37A'..-,: ; /, ON 0 :350".... •--134":-,..; .- i 3S¢•-'-.+ ,' D.,.w y 1,230' 1 OO" ,t68`-; ft- .gB8T10' 775...,. (,- LIMO BEa8fl4R5E9) 2aD - ,--'� I � { - #, ,., �/ a,0a4' MN. TNgCJC 6 K 3,3'J5' 'EBB` r_-J. S :Q. 'r '.'^ I 1.571• Z � L000 G14.VANMEO STEEL 11,, ,084• 1.. '.J - SEE' I EDGE E0 MISS IYP, I • OI , :'. t.D15` GRADE 0 AIIweM HEAN,IED. i 2.125" `-IF7+K i .. .. L -._ _ -� .129' I Y.SOD• --Ofl7AA. A o-•6D DAY. €OGE -375` _--------------------iTTa',1 im''•) 1 STORM PANEL 1.35Q` 0 �� [,- L-1.350•- DEfIR. A ;•--ZGOO•-- . FROM Li m FR 2 LAY---2_30, --' . PANELS WALL BE INSTALLED M e * N ED C STIR A7 ENo AT LEi7 OF PANEL H HEADER A D _R�CciS � AWL :. EtCC . PANEL '"",.+p ,, -'_. _ PAIR 0.ANIZ (Mtn,) TIMERS END LM' ��a�---�1 GALVANIZED STEM w/ NEMNm EDGE p r e AN, i ?'11 133' _ e.270' 3 1 D"-` 00, I - ' 1e 825 4.375' 0,2s0'I F� .250'"^-`_` 7 4O7" e.629' �.-./ ...._. ' L. i -,.,.a._•.2.591'_...__..._; '- +REAaA i ,. .-"'_ -,^_l.._r9.t7/o" j1- 2.2w', . _ I ���C Vl��E7�L 27G ! 11, T71I :957 P, ° F PAWL - R UN ED' ER C ENDS O D CORN I - Aw,. ,Dal.• ., �. P EOGG END U W #IEMMEb � .1w L_ __�,825; 2.378`...-.� f ,575' i �� (N,T.S) BOTTOM I`.""""�v""d mom« 2.500' T ----OF PANEL s.750` 091' �+' 1����)5 KEY HOLE WASHER aEN�� q♦ - �,� :072' i (TIP•) fI t1 3 3ID`S-H134 ADM. ALIDY © KEY LA2Gi.F A=s1� i I�.a-- I.._ f 4124---+75Q`--- -SEE SHEET I FOR ADDRIONA .813" LARTAR9N5 IF SLEEVE LENDFIN L4 I I' 'jj i f , _ .091` SLEEVE i. /gw r.,,. �I,r A25' OFI.Y VAiO FOR INSTALLATIONS INTO - l.2i I g y►ASa■EVE . _ (tYP:) WOOD STRUCTURES. y .375' 1X..LENGTH A n. I,5•-^ _..,__..-. I*L_ -1 2.00e--.. « 2.Wo` i b.7� 2.oDo A ILLMI.T �--143 � Ras• 1-118• (Wp,)' l , 'I D9O'A I75o - 2 s48 ---' C�, -H- "U' O REV. HEADER HEADER { t"l T' WN. m 5• M..- I-- . ^ V SLM ill I"=----2.0�G'— @ ANGLE e 4x -3,OW' BO81-T6 ALLOFA�arNN�M.... t 1 GEft "' [t /+Wiipum 1DE1 -.4 4'•'V�+' *i,S�.' I :I,^T-_._......1 ( .y._._.; ',5p I �/., 2 UM ONLY FOR E-Z HANG STORM PANEL ,"^ .CBS" +1^�' 1 _33?T_ 858 47G _._)s75' WN: =r 1 'YS(C ''.;I = SYSFEM) $T}63-TG ALUM. ALLOY 671 zoI i� + P 1.1I -- .. . T _ _ 1.,_.. N0.4416? FLORIDA BUILDING CODE Non Nigh. Hurricone Zone "'4, e Op) 1MN. o^Q'� Tum . aIe 24 GAGE GALVANIZED STEED. STORY PANEL 'N, S * = as>= (� mr ' t is vp 123' +, ---2,DDD — 1 L. SEE SECT19AS ,,.. fi mI'AV"c D 'O 11 N` �i .- 08AL PROTECTOR PROOUCTSA LLC. atc _. �MA�' S.w. fii SiIIES '` A•- N-. a«.. a. NA"AAeIAr arms a a w � mtla20-175 �0- iSUILD�-OUT "`F°' B AUILQ-QUT NNFN TRACK t3 # S WWA�RED WINGNUT A..,00u nl-.aa: w E(�4>anI unas+sw� DA - :-a • ...*. Aµ' .. - +u.«o Fro FROCK ANGLE '" (ZAMAC 3 ALLOY) RE wMiai A. - Ur„ E 1 Out 4rA a INERT 2 of 76 INSIALLM1ON D !EgULAR PANEL i1 } INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE CONCRETE ANCHORS „- BEEE# LEDULE fOilGfiETf_.�w,, (SEE SCHEDULE ON ', DvSUNG POURED CJNCR� i SHEETS 9 THROUGH 10) EXISTING W CONCRETE BL0C1i .....POURED OR CONCRETE BLOCK 5+lEAYS 9 iHROUGN 140JI" V tffOURRED. i'£RM LEG REGLORED. N iDISRMGPDUREO c '--�£'D' OCAl1GN CONCRETE ANCHORS CONCRETE flEOU or T 1 (SEE SCHEDULE QM "rr+> .,• SHEETS 9 7HRWGH t. _�. � r. i/ASf'+o7t tiTm f... �I• 'i /� �.%f I_-_. Y 1 ' ..i I tf+' % `ls ' '�-"I _ - .-""IRA It16OIX IIYt AM * 1U f2 I1f4• 1 Mb wf NUT / 1 11AX. MAX. I DDNCRETE ANCHORS _ t * ,Z ,/r " - �2 e t2 ,l2 oc j -----I (SPE 3CHFDiLE OH- -.vr j 1 fJ I I A - SNEEIS B THROUGH 10)'I + I I I a•F 3DaP Iut71 Lo- I I 1 8 6' ' '- I i 1' Mox. i 1 ( a 1/r on . f 6 1 4 fL v •'T .»' 1 �,%fl:� - PANEL LENNGTiE 1 , ... 1` i, �SsRTNNN�O. ., GLASS I -: t E,IT• ram', I 1 "' (SEE BGNEGUCE `,: .-_t SHEET } I i ....I/a'a 1N i 'r " FOR SPACERON is I SEPAAATIO N. I _ It & SCt1EWL� f _...,_. ,` TD aA4s, T a, Y ,-. . .-__ i _._.. IRON TD CUSS, I I/41-2M1• (SEE SCHEDULE I 1/Ah-2m,T• I lON og I _.:1_. I 1' Max. (SEE SCF1kDULE IXi :.-8 I I ON 9IEET-3) I r-"M4oA�.R.Wp� SPACER _.Y.__.._..-- L 3) C __. __ _: 's L 1' _ A--' G _. __-SMELT _�, . (uW TaR aNe. Moz. _ __. -. � , i PANEL LENGTHSCHEDULE fl __1_ (SEE SCNEOULE __ - . f_ - IEaR1 leaf Yi7 PANEL LENGTH I , iIENFK _ DULE n. ON SHEET 3) �,,,..,,,,• ; - (SEE �. SEPARATION ...r{ - 'i SNEETEt''T1ijFA•-I '+' I I� To a1L55 { � i Ll L i dJ".N SEE _ - �(- I OF 4 I I. I .I I M+}Y. �.- ,/, Pe3�„rp. 1 '1 i} OF fr V. ,} I /� q A.i-.-. .,.. E0, � I �✓ .fr` '$PACER I SOX I I ` I 4 12 1/Y' O.C. 1 ! s _._�_ __. 1. __.._.) EiIT i f `LENCUA OF �` 1 1 •Y/ II: -I _ I1 i -- ism I- C _ �. _ _ 9ws �_ - ' I ` � w e a IMF O&. CONCRETE ANNCHOfl`> CONCRETE ANCHORS r,,_ DUSTING POURED' `'��V . (SEE SCHEDULE ,r i-- (SEE SCHEDULE ON I �'-� ---_- .-I...-.--_ __.I CONCRETE ,.� :.;'�'1 , �`.$ �+,�1 EDGE OF WALL OR SLAB SXF1T5 9 THROUGH 10) � SKEET$ 4 THROUGH toy- /f y,, i-_64112 1/8• LONG MAIL. ALUMINUM REWRED GAIT. CONDITION) ; "• ``.•::// SPACERS O 6 1JJ4' D.C, VAUD FOR' POUREDy� 3/+' \ ' I iSCNG CONCRETE ' ALL DESIGN LOADS AND PANEL 1 CONCRETE BF,OL`I OftSCOO POURED CONNCRETE-t i LENGTHS PER SHEET 3. RETEBL CONCRETE ANCHORS..] L RECURRED. OR CONCRETE BLOCK F i' CONK# ALUMINUM CUMRO SPACERS A (SEE SCHEDULE ON .w-_----.E.D:,._._.,,,.. ,. r'..,. REOUIREO. ,I' 12 T/2' O,C. (SEE TABLE ON SHEETS 9 THROUGH 10} III SHEETS 9 8 10,) WALL MOUKING lMSECT�T►IOj�U�Ka WISEAs4El It OR_6A SCALE 3/e- SCALE 3/8-i' I' 0""klE�Hltil11, �/�� K ram y�CENSF'` . s FLORIDA BUILDING CODE Non High VelocityHurricane Zone _` 4p CA. - 1F, 0.44167 - - 24 �# GALVANIZED STEEL STORM PANEL z llPAA4M 9n _ NOTE N QMNNM PE SECTIONS.. tl ., * ' * `m E.D. - EDGE DLSTANCE oT TOS: -oL., STATE D = 1� me GLOBAL PROTECTION PRODUCTS, LLC. "Alm"" (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE-'�p,G� F(0 Idp, .• ---"' � � L 4 C' Owe lm 54, a1 smm SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY L i:L• '' R N- ne: N. r ma lerweA s��Pe, n ,ttw GAVE, P. 333t4 20-T 75 " `��.1' � INSTALLATION. 4p iQ1,`t. A".� ♦ 41.-: tMON m_WA: 7w: NNy ANI.iaR pHlllE lI3V)6II-i5A5, Fox (Wbi)Q41^474T A UAL.A_._.. rwm GNNANG No: AM « #r-.. alrtr wtt Cd-am871I 7TINIOIR61 YBMINAIMAE/OAiE. YUI.TFA A iX1Tr b., PLC t eaP r,�-S#1 , :am 5 of Ie 1 QQQ E-Z INTO EXISTING WOOD STRUCTURES ,,. . ilVt LAG SCRI a r MC. w/ I 1 1/2' HIT. R466AM PrNEtRMitlN (7 Man. 2'x4' W40D -- %ID016 W 1 4'4 LAB SCREW$ a 6. O.0 w TO OWING AM; � j / / HEADER. .,.e. ,�. t (``d t READ tl4'A LAG SCAM II fi 0,6. w/ 9/2` M.n. 1NREA6E9 PENLTNNn(NN TAT I ,. *, I 11 , GR DR EDGE in- ion, TIME.=FNOiETPATIat T G f1U5oN0 WOOD tom}^ ER. m IXSIaC YXi4D HEACM I a k 14kI' 9.M.i, i 4 CAn r 7 i 11 » a EA ENo DF 1 4i,-a 4` / Gka/ M,5 } NJJ t 1 4 Orml �1A4N" S.M.S. � �' � �. p/ $ OBnt Yf 7 "k�ISY WAS a " EA 7 a ENO flE al x + -T + ' '� t �eT 4 Y r 1 , 4'A LAG ^ns a a" as. w ewN. #u:t` uas ' " • ~'T1 tf(N���..aD }ja` I ' AaY. TNIK.ADED PERORATION l ID - e EA k'OO of / D J .1..--.•^(_.- HLW N.B. Wl 7fJe�31:%a' TO FXRTING FI00o FIEMEF.s) / L, / ($E iRTNL t/2a x WWG NUT 3 F//,,� MIONT14 , ( 11 NOTE 1A or rimy RYR) 1._ ¢¢ I (SEE �TAk 1l243/15• ANm. POP MIST 4 C"L j'14a1' &w& ,.iIL iX:'S a QF EYFRY (9) a EA ETD of E) 4ym•) 5 wwo R 7 4NN l 1 M N0[E CEI'Nf A,I "DOI HEADER RiII1 " ( µ - 2 4/Ir Mkr, yet :. /4- E' II +^5L 2 3p/." 5 L- a se"tm: w / ! ;+ 7 6" TO CLASS. $ 4a3 - " �//a y�!!86'" / M5a� e ( f7 o ALS 4k4s132• ,3' OG 1 rveft 7t EVER ND a 9 , iVEA� °vER4M L: u 2 7!B• 1W. 04 EVERY cWc11IW L I t//B4's-2//0 1!4' - TO pI`M � t 4'Y200,/4' 9 i - 2 aIeEPARATION u ; 11JT a/ M1M1 g m GRAMS � rANY OVERLAP p} �- .EVERY a _ _} 1 19 a A4 T °p `j I I 4' 1 I. . A 1 4'P-r3f4" LM'a'.. x Fxrrt I NfjN1 1 T i s O( f _I l� a Y OC 0 1 `1 (2'zY Mar.) 1>( X--! ( - { i' f . , 1 W ] ;t 14•F- 4" N.S w/ ,: 1 4.4 FAfffLMATE F'E- P. a 6 P 7°Y TE w _ g ANE.NA. 1$Ja3 FLIT / 1 ITN 1 E-. 4 , 7!8 MIa 7NREAOID ... 47- it. ,� _'_'.) 8 - r glf4 "�'MNO k - NOTE U 9Eo6) PERTTeATKwle 12 1 O.O ff // /yp '1 L-, tAir ,L I!4`A'•2ox3/4' L,'a•. 4 I I• Mtn t!i r 6Nt PENE'OI; w//.. p. :. .n� (a) 2"x4 : { ( 4'W- 4 ,S -.. I TX ,("SEE C Low) PIA fl .Il , 32' NV7" I A 04 {{ DTN1 OP PUIc"Ar SERYF.G 2DGG oI QR ON EDGE ra °i' A- t L ,. . `^"„�,, �,. ' '6a3/32' (LU 14 wn0 PAN'EIRAM PWS W/ .. ( t 4°W2ox3M` W/ 7/ } 'RiUM�'REfI�E NOTE to 9ELOwP , / f3'S' lb 1 7 0• FSn. P€iRA'pM4 0 13 O _.�' - . i I LN1iG nLR 4r 9$. O.C,. �91AL..�!! `.. 3� tiXX1 T 27 y � ��� , t "" , ,tv. LAO SCREA6 a 6' O;c w/ p - /d"A LAG SCAMS a B` QC, w/ i tTd2' WA > ORIGIN RM0 PENETRAMW WNOPOD(P1ATt NitNiR[6 AT i10116Ctt],tW i , 1 -2` W_ 11/Y" Mn. THREADED PST:%. al'LtTE IHOUDffR FLAT OR RFl EDGE SlTs 1 V Mln, 21t4" RWO FIAT OR ON LOGE SCALE 1/4•.I" I11 , ! i;. PLATE REOUNlED FLAT `ANT ALTERNATIVE i BU11D-OUT MOUNTING SCALE 1/C.1-1. •, '' TALLATION UNTING f c}oR TQ f�I�, (l(ANTTC((Q�]Mff��� A�F NET •'iW 1 NSTABLATlCHS ARE GNAT VAUO FOR B1+AD1TLG5 WITH ASQ,. DETIN3N tQAbS "I- '�-'^�-^"- q SCALE I f4•"..r yt/N> � AA ,EE•piC A.mAe, 1 + {.. UP TO +15co, -75.3 pat AND PANEL'S DENGTN: UP TO r-10•. O hE iSLT79'rf�4 tea" �Y'01" 2. FOR NEW WOOD FRAME f�1$1R rA* WOOD WAIRERS m BE SOUIXEAN ai 44 -{�,i [M """*//' SCAM PANE NL. 2, Wf SPECa7C 1£NSIM OF 0.55 40 OILY- '` ^" 34Z' Nz! ' '` *; ,.: � •.,� _ 1 FLORIDA BUILDING CODE 1i1 h Vet HMFrIe4 no Zone 6Mff�& 1',. i ? i{Sl. 4 zcolau '' Ac. 20 CAGf GALVANIZED STEEL STORM PANE! 7". SEE AN REWIflaAEMs Loa L§l OF stop BARB AT 4oP A5 = * ; . * S GTrWIo II; 2 - WELLSPEC67G4 t WD OR 20 A$Rd,uTbPimNPE ON S:IE£T AY BASED oN _ GLOBAL PROTECTION PRODUCTS, LLC, ¢AIn" �a9�/1 STA OF �,_ A1'f€.ILATSVEA, iD�Lfpn NUgg 11VOOD fi(D ii ' • tL+I0100 3MONS M,j&-ct' . ... S,W,5sRNsl'INTE:TOP i-A4u�.T3 n' �i tysa%( ,• + RP.-N. 9 � 2O-i 76 & &1 ,7'TSi.t M66QN14005 CAN L LED W A3tf 11a AMCdg0 „1" ,N•f• -,M, — n, P"q,E- (mac i (")N@- F, WAY & T ANY ONT AW N L r : LIT an.g r« ,. CNst tN-w, N,IAILON. SCALE, 1/4` . V NA,,,,, A- « -k«xE ItRkAIIR Fro: tit am: MOTE z 9HLMETP TRAIEFS NOT SNTOwA1 FOR. EL 1 DELL S6Nt,I�ONAnt4rJTU1E, WYUTROF�I7Gdar„ gf, as- :Ne- aAF 44iaT , ?:_nn 4. _. N :#IMaT 2A dT III a. .ill. I: ; f-'f MAXIMUM PANEL LENGTH .L+. OR -I.-., (ff.) D U k,ft )M AS,D. PRESSURE RKTM CONCRETE & WOW INSTALLATIONS t 26O W-Oft 12'-01 23.0 /2'-0• W-a' jaO T r'-8' NA-9` : ,S:LO NO -IV' W-Hr:. 40o 7Q•-1" 9`-4• O&O 9'-B' 1-9' 60C P'-f' 1-4. 60.0 81-31 Y-71 8'-o• r-x' 70.10 r-8' - -FEN'-no 7'-6' 8-)0' - 00.6 7'-2' 8'-.7` b-9' 2 .. 10 6,-q•. g___F _2 100.0 1 rv_r 1 8•-TT' 105,0 B'-3' S'-9• 170-0- b=r uf16 I 5'III(`lP PAHWni - W AIN7M Al 1=APN ,END WEEM TRACKS fST,_Z d3 & A DE D.M..Q,Q, DIRECT YDJILf.TE12.AT E/LCL110* MAXIMUM PANEL LENGTH $(�,@orC, -L+- OR -L-- (ff.) D MAXIMUM "O, PRESSURE RATING (P-1.) (+ or -) CONCRETE & WOOD INSTALLATIONSt L+ I L­ 26.0 14-4 t3'-0• 25.0 Lr TO° I#-Y JAG, If ' -Jr tD-7- MID TO f0 9 9• •1P.r3 0*-4* 9 _` 450 a,-;* 8-7` SOD 91-7" 0->2' Sw.O -. 8'-1` 1-9''. Sao &'-O• F'•5* INS-& 71-e' T 2` 70.0 7'-3• 6=IT` 73.0 1' 4' 6'-B" Sao 71-o' 6'-3,.. Sao 7-O- 61-11' 9010 8 9' 6'-T' 9510 6•-7' I S`-T0' roaO !-::3; To:O 8'-3' I160-.. - 3•-i: 1 75.0 - 41-10` MIN" SEPARATION TO GLASS' SCHEDULE EMMIMUM L LENGTH PAN(In) WIND SPEED i 170 1n.P.h WIND SPEED > 170 m,R,h UI RESTRAINED UVOIESTRAINEO RE5TRANEO 30 OR LE55 t- 1- Ir 6 TIC >33 10 BD t° t' 7 1/2- : 7 1/2' >90 TO145 1' 1• 7 1/2' 7 1/2' >145101 I- 1' _ - I 7 1/2• >RA_N A4nA A laRAleY,TNYYA, T� WTT MOUNT HEADER HEADIER 1�rut) ANGLE TRAYG ANGLE w - DIRECT MOUNT AV 32• 1. 35' 65` I 50• ISO' 4 IS-A1.5' STUD ANODE 35' 32' SY 32` 42' 3e 1. 3 `F` TRIADIC 5$' u- 32• 42' 1. 80` 60" f YI 90E TNANxANGLE 50• 1. 3a' 3r 6D" 56' SE' 1 5G'1 32' 1 32' 1 38' IW 56' I Se D.M.,(3). ® Or 2/4 MAX ANCHORS (SEE SCHEDULE ON MN. — -- SHEETS 9, 10 611) — b 0 ,__1_r' _r--1--1-T--r- (2) PROCEDURE TO DETERMINE GIVEN A POSITIVE RSA. OR MAN A NEGARVE A.". OF FROM, MOWN ALLOONS.E Menem 4+' AND 1-'. t33 SIM SCHEDULE BELOW FOR A.. 0.44167 91., t TATE pF 1 /4, 3/4A 4/ 5, 515 It 6/5 tW/6, ZW/C 3W/77 & 4W/7 3' MAX 1" AIL. 1 a 7-_T-T-ar-T-_T-T--I._ _F _ ..._ OS _1._ - - - _-- eA I 1 __ = PANELS w i 4R_ t` RED AN 2Dx i B1� j � A I ; ; k S,S. M.S. BOLT W% L$ o. EA. OVERLAP j 'F (SEE{ SECTORS AS APPLICABLE} tJ 1, , < j Ij� 1� � 11d i ,.... _.,t.. _..7Tjgjq''_, .,_......... _ __ ._.. is{ ., {f( . -.. _�.... 1 - F . ` ' jl i i s /4 1/4, 3/4, 4/5, 5/5 & 6/5 I- MIL TW/s 2W/6 3W/7 & 4W/7 —ANCHORS (SEE SL44FSJU ON :SHEE)5 9, to &)1)-- -,--.. __.__......,,7 REGULAR 519RM PANEL, MI ELEVATION 7. N.T.S. t f4 Majx':' GAP (!NC t7.4eAP -1 WHOLE VALLEY) sl -- ; D. LENOTTH FOR A OMEN POSTIK ASA. DESIGN! LOAD. NMFOR A GIVEN NEGATIVE AS:& DESION LOAD, XAARI PANEL LENODt N LOAD, DETERMINE MAXIMUM PANE. lENOTH'L+' FROM SCHEDULE. 'N LOAD, DETERMINE MAXIMUM PANEL UDCTH'L-`.FROM SCHEDULE. NO. tiNGTH IS EQUAL TO TIRE MINIMUM DETERIAI ED PANEL LENGTH N. PANEL LENGTH FOR POROSITY GUALIFICATIOW LIMITED TO 1 95 0,1161, MAX ASA DESIGN PRESSURE RATED ewe MID'°' 4NR. 24 GAGE GALVANIZED STEEL STORM PANEL 'DRAW IN.. L I E 1 GLOBAL PROTECTION PRODUCTS, LLC. »/CAM. AbO1, SM. 51 STA@T 'jG"-175 A. IMY ]Ia, MaN4 eAtlel n dl,w R �Tla p 'CI-aa, DINE FL 353T4 P.M. -o" -IBM, FAX, (IN)aI-IM ORIMINNR N. -Ar.I ee,-le,- I V* t -k. «.W.- I -Ve aA. &. P;F. trx+s.Tn ::MILT E or we 1 INTO WO012 51RUCTURES _.. -f- r I� k^_ .._,_,.__— Min: =.�.. ) `"- j SEP RKTION ' _ 1, . wow ANCHORS i ?I TOGLASS. i �.1 j ` tt I'---� _ ?o GiA55. `- SCNFDULL Ii I tH'rta4' .. SS .. .._ 1/4'hlari• I SEE SCHEDULE ON 1 I '"� / 11) +- t 3 Ss„_lrtEtl tI&m ttaTs I ON SHEET 3) 1 ;. .SHEET ._.. , ,.. a. e> f, � / 11 - "r I ,' I i on-07 ' a D '.',i ,. ; , T, j `', a ` i :......_,T FX1511. ! _ .... Y" LEE . {{ x i x x i1. WDoO ANCHORS 1: I T SCHEa1n.E REGUI HDAtt I € ': 2 ruA55 { 1 iIl .: i A" (SEE SCHfflt)LE Dk } � "1 r` � i .' = _-_.._....- _.�._._: j ON SNEEi 1 FOR s / $HEFT 11) OI ' SPAP'ER AAAX I 3 L i I 12 / SPACER... t't - i of 11 I LiNGTH "11X 1-__ I 1 I t wow HEADER E0+' I 1 , T__.'_-__.__.___�....I R€ODBLED i/M21yit,''4 �..� ---- 1'�- y 1 - = 1 I t ' !" i �J��J{1jT` 4A)T. TANG ALUMINUM SPACERS O 12 1/2' _... ? I . .I -; j '! 1 I.(SEE TABLE /I ON SHEET ILI M Mtn, 4 _, 1 I i I 'I I £ i 'I 'I tI } � SEE NOTE +" BELOW FOR UNITTOMONS FOR `I: I IV MAIL i I IMX. k I ) I I y T t/a' LOW, SLEVVT.S. NI.,. t, CLAM PANEL LENGTH I PAWL 1! ( SCHEDULE 1, SCHUDI LE I I (SEE SCHEDULE - f I 1 � '' --PANEL MATE FEMALE D OR PANLI. MALE CH HEFT ) ` ON SHEET 3) 4 -f _ ON SHEET 3) ..' (� 1 I 1/4y'2ok,• F... _.- , �. _.... PLUS (SEE SCHEDULE ON SHL17 11) I.Y-'.. I._„_,...;I4 _ ._�._ _. as eats w ' '`.. p.. i,. _-- _.i._ .,. �, .. we.M48. I SipM/1 AIlON 1 I IEIIN onI 7•_ir) i M. NG I TO OiJsS. I 2'A4' WOOD ---- - T OLASS. =--., ---I,-- .----._---I 1 GLASSY ( E 1 , RATE WOVIRED" t - ON SHEET 3) DIRECT MOUNTt�WZ SPACER a _ - — + ALTERNATIVE 2W+ i - 91 /� '1 SCALE 3/6s1' 1 I 1 .'- -�'" SEE TABLE dT ON SHEET 11 FOR MAX, PANEL LENGI'11S & ") -'. .<='I 0 12 F/2'...O,C.'i. MAX, A.S.O CUM LOADS FOR INS INSTALLATION. OF I__.. ., MAX: I - I .� _ . .� 'i � - _ 3 4` :4' 6 12 1/2- OZ �._ _.. __.. _.____l r - ) I , WOW ANCHORS_ ** bcv- -- ^ .._. .E I, i (SEE SCNEDULEW/ °N S MAN 9A MAY of I TIr LORD IF: ( .. ��� ,.. `g, i* :. -- �J .: I „ 1 I . , I ) • _ - ^,,, 1 }) i SHEET I1) (1) INSTALLATION IS UNITED To A OW SM" BIAUNFWS WBII IW-6` 11 (J 1. yy A 1 MAX IEWt NOWf DI A Irk FROM � � Clctts�.. l i ANY 2 X4 WOOD ,,,, w.2..-). q i 3 �. I I ?. (f + . I ; •., 6LALGNc NEr biR.YIMNGTED ow MEET 11). F : PLATE REOUS ,, I . i I.. wIX1D ANCHORS HWAIM 1 I, ,, ij o Sr. Wf STUD pO � � y ,�:U.^*'�-1 ( ' _?".4 WOOD G (>IEIYT y FIOMAC W OR N LTD � sH'EAT 11tDIn.W 1/+` AS a,4. E TE REQUIRED KNUIHt ON ATE - ._a, . ,,__SWAL 6E &MG1FL AT 6 1!+° TAG. `' ) 1 I I, S BEET 1SGDULE U ` IF .Y FRGWI TZ 1/2' G.D, RPAOIIo A6LANED ON 1Iam lfi - th 1 , O ASO P ,EDMI t IATIW a +eo, -a5 W, (4) HAIL 24 c a PANE. LFNWH 0 LIMITED TV as• As ANY OPENING . --1 `�i-. (23 MAXIMUM S1LRM PAIR LFAWN 8 (RUE B A MSIRCBON FROM lAMM PAM LEKR6 ALLam am WALL MOU+NTINp1GF�fpWDIR�EC�T MOUNT Bdt AAC SHEET 11). n. WALL MOUNTING W SIM PANRL AOfALVIRIN 16 ONLY � ��EI,iYT]Ct:�, r r_ L!F (41 t,, ' MIC V ATAI Or f IJY { COMPONENT #Wk SHALL BE A OOStNN�= ON SCNi J/8 i' L Ar . E W IT0 AN Fxtnw wom FINK WALL w4m IN WIND ZOW 1. 2 AND 310 a MUD We ASTM SCALES/8-1' N) IAGTAILMIOIi WUD pA.Y FWt WINO 6 S AM THE 2G2o 0% PInpI) OF THE ROW VJRDM IMi, 2. k 1 PIR ASM I MMAMNMNM% �"� `_A rr. ,. NOTES: `'"' { E111f�''`! FLORIDA BUILDING CODE Non High Vitloofty, Hurricane Zonj I TI A N i R A. T. N$TALIA ON RE ONLY VALID FOR MAX. A S £ omm 1XTFc0 .P. A AT F NOTE 0��0�: �a� 5 N0, 44 � 167 - - 24 GAGE GALVANIZEDSTEEL STIR M PANEL GANwt m: DESIGN PRESSURE RATING (p.s.!) AND PANEL LENGTHS * : * : * TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - a — ��, COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') �:,, STATE A�iwe. GLOBAL PROTECTION PRODUCTS, LLD", DAff, INSTALLATION. � 47 •.,'�d p#(}0 : T6sneo NG ,Ima e:r, s+ STIR 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD '+' •'' "24 • AAA Ten n. a- tlei 4nme: a w 6AME, n- IVRE - MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ' 3'f'A""•^ -"�.11 ,,, PtMUIE; (N7I•.tw6, FATe (I5AI6�.atla 2 0-175 DENSITY OF 0.56 OR EQUAL. IFA41Mi9RM N1AME CA-omnw +- Isar aax Aa- DIMAING Na am- £4A . WAL7FA A P.L t IINR'T A (A to GENM NQ= NMn R>p a L#A' - THIS 6 7 IAA» a41t-u Aa. (C) 1 AKI Wxsnn 1MirN. ;(�" 1, STORM PAN!•7. SHOWN ON THIS PRODUOY EVALUATION DT UMENT (P.E.O.) HAS BEEN VERIFIED FOR ClM4PWNCE Ba ACCO1mNOCE - 1/4"! TAPICON ANCHORS, AS UNWACIURED BY I.T.W. SWIM. INC WITH INC 2020 (7th WITIDN) orTHE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT SE INSTALLED AT WON - i714-10 PAWIMATE FEMALE D AND PAW.MATE PLUS ANCHORS. AS MANUFAMREO Err ELCO CObSTRUGRON PRODUCTS. VELOCITY HURRICANE ZONES (MOOR-DADE / 13WNARD COUWIE5). - IZIA LAG SCRfD N5 PER IS. DESIGN WIND LOADS 94AU BE DETERMINED AS PER SECTION 1602 OF THE ABOVE MENTIONED COOS. FOR A BASIC "NO - 7f18•W N 5/8• WOOD BUSHING: AS OtSTRTBUTEO BY ALL POINT SCREW, BOLT At SPECIALTY 00. SPEW AS ROaiEqBY THE W11ERE STORM PANELL INSTALLED, FOR A DIRECONALYFACIOR IO-D ASCE 7-16 AN N E UM .0. DESIGN PRESSURE RATINGS ON SHEETS .85, USING O SHALL O EXCEED THE AIAXlM DRI N NOlCAiEO D 1 1 aN (AS ) &7 THREADED 170E INTO WOO T CLRO ANCHORS 9HNL BE 2 AND FOR ELM P E1.MATE PLUS EAD PENETRA OF Ap / 2` 3 8 % I. 1144U 2 T7 6, AN E MALE q PAN LMALE FEMALE GO AND N T Y - T- DESIGN WI 640"i DETERMINED P ASC 7-# BE 1 OR VERIFY E. ABOVE C4NER1TOFt iA.T1MA E qE5 N4 L N PER E 9 S1W1IX. F70#ST E DER .O T4 REDITCEO FG AS.O. DESIGN PRESSURE RATING BY #,tULiI TAG SCREW, TWO THE WOOD FRAME UNIT SHALL BE 1 1f3". T THREADED 17, O.6 IN 4ROER TO COMPARE T4�E'. W( #AVc. (AB;D:) :4:2) MINIMUM ION INTO STUCCO SHALL B 1 DIE5ON PRESSURE PATIOS Rf01CAYEO IN# 5MEETS A 4 fiHRU 12 & 17, Hffi PENETRATION INTO STUCCO $HAi.:8E CDNSWEREO AS PART l#�" THE REQUIRED iHtiE4DL13 PENETR6TONL 714RU 2 * IN ORDER TO VERIFY THAT ANCHORS ON THIS in". AS TESTED WERE NOT OVT:R STRESSED, A 331E INCREASE IN AL.OWARLE STRESS. FOR WIND LOADS. WAS 601 USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN OETERMNED IN C,3) MNtMUIA EDGE DISTANCE OF TAG SCREENS. INTO WOOD SHALL K AS INOIr ATED N THIS ORAWNQ ACCORDANCE WrENt N.O.S. 2018, STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED, IN ACCORDANCE WITH SECTION 1509.1.2 OF C.4) MINIMUM PENETRATRkt OF *000 BUSHING SKILL BE 51e.. 1/4- 0-20 SCREWS USED SHAtl BE 1 t/2- LONG MINIMUM SHOULD STUCCO DUST, AND I' MINIMUM FOR WALLS WITH STUCCO. LOB 14. - / , NO AL10YE MlE1. AS PER AMEF6CAN TEST LA8 OF SOUTH O AND 2/9.42-D9 AS THE '11(kflED COOS FLORIDAPLDTN4IA RETORTS PER 507E AND AS STANDARDS, AND AMTIONS TESTING D I XtO FLORfOA REPORT /1T23.01-70 AS PER TAND T PROTOCOLS. AND AS PER CALCULATIONS PERFORMED 1N ACCcx#O4NCE w/ SECTOR 1fii14 OF 7FtE C.5} N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PM1f::LS, OR BOARDS FOUND 01N 1FtE EXtSTINO TA 6 ASfiA E 330-OZ AND LON TRWW REACH THE MAN 31R11GT1RE BEHIND SUCH PANELS - CODE ANCHORS SHALL BE LONG ENOUGH N HIND FLORIDALORId1 BINLDIt1G CODE. AWALL,NCH 1 ANCHORAGE SHALL BE AS MENTIONED N c.l), CZ) At E+) 2. ALL A JWNUM "IRUSKINS TO BE 6U63-T6 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED'} SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED TOIL OW11 G: ALL OF THE RECOMMEAIOATI DNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 3, ALL ALUMINUM SHEET MErAI USED AT CLOSURES SHALL HAVE 3105-HT4 ALLOY; 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLATU N OESAILS SHOWN ON SECTION f THROUGH 6 (SHEETS 4 4ALL STEEL SHEET METAL PANELS SHALL HAVE •STRUT I)RAL OLMLRY STEII, A$W A-853 GRADE BO &RMWM, G-bo GAL:VA*= THROUGH 5) EXCEPT THAT HEA7£RSQ'it(D SiWI. NOT BE USED. STEEL D#'.SGAIAUON WIFYI 92.2 W (AFTER ROLLED). 9. 1T SHALL BE THE RESPONSIBNTY OF THE CONTRACTOR TO VERIFY 71JE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCRETNS TO BE STAINLESS STEEL 30A OR $16 AFSt SERIES OR CORR0SI6Ta RESISTANT COATED CARD! StfEL AS PER DIN ATTACHED TO Rt9JRE PROPER ANCHORGE. ATHIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILD50018 Wf 50 k.1'YIELD STRENGTH AND 90 kaT TENSILE STRENGTH AND SHALL COMPLY Wf FLORIDA BOLDING CODE SECTION 2411,3.3.4. 10, EACH REGULAR STORM PANEL WRr4 LENGTHS OVER 90', AS PER SECTIONS 1, 2. 4, 5, 6 AND ALTEMATIVES IW, 3W & 4W ON SHEETS 4, b, 6 & 7 RESPECTIVELY: SHALL HAVE A LECOLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TV,IAW TO B. BOLTS TO BE AWIM A-107 GALVANIZED StEEL:. OR AM 304 SERIES STAINILM 51:FE1., WITH 38 ksi MINIMUM YI€LO STRENGTH. SECURE PANELS WITH APPLICABLE REINIFDRCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS T WALL BE FOLLOWS, O 'SHALL A5 11. - I R i A HN N M 1H£ INSTALLATION CONTRACTOR S TO SEA. GLIJR L SHUTTER COMPONENT EDGES W CN RERAN N CONTINUOUS CtXOFACI WITH THE EGA-ENG TO PREVENT WINED/RAN RaT'RUSION. (A) TTZ,EIiiM Nr1_ CQ4aCRR'TF; - 1/4 # TAPCON ANCHORS AS MANUFACTURED BY LT,W. BUIUDEX, INC. (MiTr.,. I'-3192 P4+,) 12. STORM PANEL INSTALLATION SHALL. COURY WITH SPECS INDICATED IN INtS DRAWING PLUS ANY BLILDNG AND 2ONNG REOULATIONS IS _0 OI' 7TCf Jt1R1SCMO114N PERMIT APPLMEp t" A x# a Y # PROVA WHERE TG 4 8 CALK -IN ANCHORS, A5 MANUFACTURED B gEWAL INCNC- / AN RS, / 4'e - . 4" BY S T & SPECIALTY - t/ -Y' SOLI] -SILT' ANCHORS, AS tRfiff8lRItEO ALL. POINT CREW, BOLT ECIAL CO, 13-. (a) THIS F'NWM}GT EVALLWTIONI OOCI1AiEPTT (P.E.OJ PREPARED of THIS ENGINEER IS GENORC IMIO DOES NOT PROVIDE INTDRMATION M4 10 .4.t. ( =JD®O P ) : A SPECIFIC WHERE P.E :. - dt#-)o PNOEiLLLATE FEMALE D & RANEWATE PLUS ANCHORS, AS MANMTFACTJRW 9Y ELCO CONS'TRUCIi(RY PRODLNCIS. FOR aXiE SPEC! C PROa[C1: #.e THE SITE CONDITIONS t)tY1ATE FROM THE O - i f4`e MARC NALIN ANCHORS, AS YAMUFACTURET3 BY DEWALT. INC (G) CONTRACTOR TO BE WSPONSIDLZ FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING. LIFE SAFETY OF THIS PRODUCT A 1) MINIMUM EMBEDMENT OF 'YAPCON ANCHORS INTO POURED COAHMRETE SHALL BE 1 3/4': 2' FOR ELM PARELMATE AND BASED ON THIS P_E.D. PROVIDED HE(SHE DOES NOT DEVIATE FROM THE CONDITIONS SAILED ON THIS OOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSINtUrY 13/4- FOR ZAMAC NOUN ANCHORS, (a) THIS PRODUCT EVALaTION ODCUW.W WILL BE COMMITTED WA LD IF MOMM, AZ) CALK -IN & S000-SET ANCHORS SHALL BE :EMBEDDED 1/8- NIO THE POUND) CONCRETE. NO EMBEDMENT TRIO STUCCO SHAU- BE PERMRTED. 1,/4' 0-20 SCREWS USED SHALL 1 712". LONG. MINIMUM SHOULD STUCCO EXIST. -(d) SM SPECIFIC PROJECTS. SHALL BE PREPARED BY A FLDRW 11EG1�RE, DENGINEER OR ARC.HFWM WHICH WILL BECOME THE AND I" AOKWM FOR WALLS W4 NO STUCCO• AND MAY BE I AK0 SCREWS: OR ALL 7HRE,SDEO SCREW$ W/O HEAD, ENG114EER' OF RWORO (E.O.R ) FDR THE pROMIECT RANG WHO WILL BE RESPONSIBLE FOR THE BUT WITH WNC NUTS PROPER USE Of THE P.EO. ENG#N€iR OF RECORD, ACTING AS A OELEGATEO ENGINEER TO THE. PLED. ENGINEER, SHALL SUBMIT TO 04S U71ER THE SITE SPECIFIC ORAWNOS FOR REVIEW, A-$) IN C43E THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE - EMST?NG WALL OR FLOOR, ANCHORS SHALT. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE" WINO SUCH PANELS. In) 745 P.LO. SKA L BEAR THE W5E AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL 6E AS MENTIONED N A.1) AND IN A2), ENGINEER OF RECORD THAT PREPAREO TT (R) 7G Qt a" COHCNE'TE Rl me MAyi ASTAA C-_j: 14. SffJl7ER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VTSRILE LOCATION AT STORM I/4' a TAPCCM ANCHORS AS MMNUFACTUR€O BY 1. T. W: BUIDEX. INC- PANEL SHUTTER IN ACCORDANCE W H SECTION 1709.9.2 OF FLORIDA BLNLDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION T709.9.3 OF THE - I j+' 0 : 7fH' tfdlR»N ANCHORS. AS MANUFACTURED BY OEWALi, INC, FLORIDA BUILDING CODE. 1/4°6 X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. - E14-iG PANEAUAT'E FEMALE ID AND PANELI ATE PLUS ANCHORS. AS MANUFACTURED BY ELCQ CONSTRUCTION PR IA1t1lif, FA tf4' A ZArt4O NNllit AS MANUFACTURED BY "ALT. NC °iM.............. A. - ANCHORS, `, ���..GG,, 6.1) MINWM EMBEDMENT OF TWOON ANCHORS, ELCO PANELMArES AND ZAAIAAC NOUN ANCHOR, ONTO THE rj,Eld, , `•:A,_ ", "IDA BUILDING CODE (Non l0gh Velocity )Hill cane Zone BLOCK UNIT SHALL BE 1 1/4'. R2) CALK-11 a SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNn. NO - %,44 7. ,. 1 tif -aeao 24 GAGE GALVANIZED STEEL STORM PANEL XNWAN lh STUCOO SHALL BE PERMRTED. 1/4- e-20 SCREWS USED SHALL. BE 1 1/2• LONG MINIMUM SHOULD] COST. * C-�- �^, _ m AND I` MINIMUM FOR WALLS WTF4 NO STUCCO- /��r.' 'TATE F - '- I y�e - la�A(• PROTECTION PRODUCTS, LLC. DN�8,3) IN CASE THAT PRECAST STONE. OR PR:;EAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FW Tfer< Tt�TIro s rnw ew►Attt AM a.v e1 STREET EXISTINC WALL. ANCHORS SHWA. BE LOW ENOUGH TO REACH110E WIN SIRUCIURE BEHIND SUCH PDRI 1�-Y«><,� ragn�- a*,E rti =1.20-'175 " - PaR IDOL Paq W Pb LIf,Dvw 3ta em L4ajT8t4•d9I"!ANC W ORAGE SMALL BE AS MENTIONED (N SA) AND IN 8.2). ANAL G-oaoe-'-i u « ss •� +.•' �+.. ,n, R Na P.I. 9ACRAK/DME n-T- �MINNiI) AAMAA w7d7TR A TIDY"P.E ata :4 -stMxr 1 IN, to ' _. -- _ INSTALLATION DET ILS FOR REGULAR PANEL T - INTO. _ POURED CONCRETE OR CONCRETE BLOCK_STRUCTURES .- I CONCRETE --gSGMCONCRETE +SN . .,'.. 1 R1:3AP1RED. yj,�yi REOLram: CONCRETE ON04M ICONCRETE (SEE SCHEDULE DN ANCHORS (SEE 54KIKLE ON— POURED SXE.ETS 9 THROUGH to) . T SHEETS 9 THTRDUOR 10) + i CONCRETE _ I..;f1 )' ' _ �•...1 %I✓1 �KRETE SOCK_. _�f�'Jy 114''•.Sa.r` 4/2" f 4' ?f2• / 4^ ""' _:,._...�HFM/+4•w04Te 1 i ____­_1 �f. F '. i t E,p u' / I ' EI1. ( ) ',M'TQRS (SIM SCHEDULE ON_ SHEETS 9 174ROUGf+ i0) I 1. 4 } i I 1 __ I� S _AR _. I SEPARATION I- TO GLASS. (BEE SCFEEUIi Ifa9-31Et' m14 - ca -» /T � PNtlAA• T O p 5---,�--,P- . 1!4'#-29kt' 1P ` pe i A IM.18 ll SEPARATICM IA V uAP ' TO GLASS. ' taN Rr141. (SEE 5CHE#R1lE I WIAH oRA 7 67 �, ( f I Y f I , l 1 t ' EX 1ST OlAS"., ON SHEET 3) ....._.. _.._.. 1 MIA # 1 PANEL LENOTH __ - _..._.. _. t ON SHEET 3j j I 3 i, ' tI 1 1 ( SCHEDULE CONCRETE ANCHORS__ E-. ____ _ m....Le�.. ON SHM -- -_-- - '--(i-_ 00 i S_ _._ _--L___- 1 "---�_ -.-' _ -1 'ti Lax, 11 .SEPARATION '1` MIx. PANEL .LENGTH f TO CLASS. PANEL. LENGTH i (SEE SCHEDULE (SEE SCHEDULE (DNtSIM la. (SEE SCHEDULE ON ',, -._... I n j$ ON S4T 37 _^_I SHEET SHM jE .-J SHEETS 9 THROUGH i l I { 7) 5oxIX , \:.+ OF 1' 1 _ft F G1AS5 p I t 1'"""` �`" tT(i''Tt --4 I C1ASS I i r, ;?''i '• a �-1. 1 MAX. 1 4`s-xwt- 1 50% l t OF %." 1 ' 3 -(;;^^� gip. 7 1 Ncwvs ✓ � e e. 4^ as } :w t! ,.,!? t MAX. }i /./.A r` I � a., I r:, .: / y d f f j I E.O. 1._ f "'T I i # s . I I E.O. 1 {E,D. ,? I •'" j .jz , ^/ yqI-��17 IX16TING PaRm ' L..-_. I . +ice t _ � ...I. Nn OONCflEfE OR 1 O 12 1/2^ O.0 1 A"UCAHLE)I CONCRETE ANCHORS%/% i 1 + i"'-I w t-- -� ' 1/4'-2%: Se. MA W/ NIT < 'C7 -'ED""�'E --' • 1a t/: xr • CONCRETE 84" L REOU IRED, __`_L__...`I V) (SEE SCHEDULE QN ._--..--.--I SHEETS 9 TH1i_G 1.) - ' - ^ ON -` I' A9n. M-- . %� rl,. W! (;)'t ONLY WNoN SA �, ' SET $ CALX-IN ANCHORS �, , '..-- ARE USED & W/ WHEN '."_'^OR RE PANEUMTES ALTERNATE COPICRET;^Ta ,„° lMV POURED CONCRETE ANCHORS - �73R' CONCRETE ANCHORS - - ARE USED. REQUIRED, toBLOCK (SEE SCHEDULE ON REQUIRED, S'TAOGEREO W/ Sw SHEM 9 THROUGH III) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EUILD-OUT MOUNTING SECTION SCALE 3/6-i` t WAAJ !IG , SCAE SfB=1^ WALL MOUNTING � SCALE 3/8.1' fI4IgY4tNNNMyIA . �i<f>f •'`' FLDRIDA BUILDING CODE (Nan High, Yeiool Hurricane Zone E.D. - EDGE DISTANCE (SEE SGIISIANC ON SHIFT'S 9 & 10) i FOR COMBINATIQN OF SERMONS: Tim &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT AND r : 0. 4416"7 , = 11 t * : * : * - =�I=. STA1T:0, i �'•. �'' ^y aF, , �0RIDA..'` °2°m� AIe 24 GAGE GALVANIZED STEEL STORM PANEL IL E C O me GLOBAL PROTECTION PRODUCTS, LLC. R - 113{tiN/ x INA-[VINO - a1100 sk 51 BIREEI u. r aaA wwA aNISMA �• � Sb31a M-75NL am n: I7/2N/a DAME: 20-/75 INSTALLATION. 4 ('•A bAAA iA"'1V� -.�, r #NPt,n-Wa . t«: RIW p,-es, ftPC- (N64) FALL (ae4)API IM .+r,.rl,nexrw YWI , - CA-OLpI7 0 as - mAw a « iosu• raF ORNNN4 Ile: ... H WDNIIONT VL itlE/gA1C W,'LTER A ,k,,. P:6 + -o a 4 tNt4'f 4 P to IINEALLATION 12MILS, FOR REGULAR PANEL its INTO WOOD > `r-;--,-- rt r T G 4•AB" (MIA.) EIZSTI'1G /- 1 d a' I ,. Vr z. ADEQUACY FO EKiStNNi W00© / 1 i BEAM TO BE CFi%TI- BY __ �' ,' REGISTERED ENCRNE R pR 7 A - a '� ,,.r'E•y r` �'" ARCHRECf'PTi#0. T SHUTTER /,. I i ^ INSTALLATION.11 vroW 'reaNA -- 1' o ALTERNATE AtrCNORS Min. •• / �'-"? .-'X�IIISCMETMRE (SED 504EWLE ON , >r 1 d i?y1T �. I i 49P NEW w e e ON SHEET it) SFLEET l i) •D - ;- '1' T!4 •oGw1 SS t4q W! MDT /r ,,.+` 1S ' 1,# 1/2- J-:--• [ f I e T2 I/e qC P}1 _ i - Tl / 11/4' I _-- 1 1 EXLST#tNY: ���4,,� _ 1 �1 REOUTRET7. � i D 1 _ 14'a-2tbi' GLASH�7 .,A ''. 1 i ,INTO ( I W • e%4 .NSNORS , Eta r; r 1 °I112in. _. , T 1 I 'i. stiFfi iSC'IfDllif Min. � ) �iREPARAT TO 1 -i':.+' i �' t { -.1 MASS, (SEE I I i 1111 SCHEDULE I I/a'A-20e1" ' 11 DN SHEET 3) ,.1 s.I.-IMAtI w I Min, SEPARATION T° GLASS, I I -AT1x. . _.(BEE 'L' i;..__. .F____. i f SCHEDULE ON SHEET 3)... 1 I/4Waiar' MAX, I--- .---'. - --rr._- CAE toe Wta I F _. I.S BaNrS_ _ w} PANEL Li70C111 ♦:-7-- i 1 TENON G,DI 7-a'j PANEL LMAX ENGTH 1- - _____—_._... _� _.'1r =_ _J: y.-.-._.:. = �aeu�r (SEE SCHEDULE iT E]fISTII1 • I IN2aM otn fi7 ON SHEET 3) 1 1 (SEE SCHEDULE ,___ _s...._, I ON SF1€E7 J) GLASS. '�� { M 1 T I I; Soz I 1 of 1' MAX. II OF 'L` A l I I _ - ,,fi i a 4t 1 ''� I ,:, � 4' 12 7/2- O.C. M-:..,, _� '.-_._._.__.....d_..--_—.I 1 f 1 EQ •''~ II 1 j2. ND rINIsHI I `. 1/4'-aLt- T am" 1pl NLOWEO I I _ . __--. ___1_-....._._.J EO `a r - ,w v e � _ I ^ i-, ".,. ____ _-_ 'IGB' WEND 2.AI. 'wOUD7E ,. 1 `I l' ._. ...-.... DECK REQUIRED R-W WO \, 1 V1 S 1 III '.. -._ ANCHORS .....(BEE WOODANCHORS "':. ':,' ...__...._...._ SCHEDULE ON ON '3✓A` - -'-'-_' j SMIF.�F T1) SHEET JOULE .._. .,.•._._,. I t I) ,.--.2` MUM,:----- .S�"'v :.. UJIM AND FLOOR MOUNTING BUI&OUIT MOUNTING ALTERNATIVE U ALTERNATIVE 4W SCALE 3/8•1' 4/NHNN SCALE 3/6-1.- A T"I'( ��r�,Kt I'•'G��{C KK psi ; , IJ0.44167 ' - FLORIDA BUILDING CODE Nan h VelocityHurricane Zone 1 A t. INSTALLATION ARE ONLY VALID FOR MAX, A S.D. . ' * s e2Gm MTT>;N, INC. F'e' TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING R,&f) AND PANEL LENGTHS' 24 RAGE GALVANIZED STEEL STORM PANEL ( STATE lE4+AN er. COMBINED IN ANY WAY TO SUIT ANY =��: TE DF AS PER SCHEDULES ON SHEET 3 f• ,�' '. INSTALLATION, 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD '% •W'' .,10 - ,•` - � GLOBAL PROTECTION PRODUCTS, LLC. 071Ntt MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEGFIC I�C O lweO Iwe• DENSITY OF 0.55 OR EQUAL 4, IANA L'< T,lsr x mwANr +mv sw, et STAIE1 ISAN1lHIt000. '4? NA,. A,- -, _ _ rAaA1 Av-INA n ar.. L,A'IC fl M ( 20-175 )ea.:00) 1— (✓Man-_ Nr1a11C (954)aM-73Nq Fist EI41kaI-6AA7 #" Na: M . TIUN41., P.E. awr P,L AVMJSXNUa%lOAE GA•oIXM1a 6'T ? of is -+-• N N C_ CIO CCi > N � U O O- O C CIS -0 a- O -0 O M U O M ._ VJ O O lu C O O }/ CQ LL 4__ O M > lu -_ N W L O � O C_r_ � Q a z z W J C 4 �•a,3 t cc �11 " = CD I- -= . �� W.✓yy 3 LNJ V . O 0 CLh " 40 C� C"7 r= C,4 12 7C N ,�.�r..T _u CN � N 'C 2 - - -E 1L :,� C=- W y :G c o � - 3 m 3 " ®A S2 v % 7=•rtU >, W er_ - i E 4D O - 4.) L = w U) -6-+ [^W i :3 ICU O U) 0- CD "F"""' ciiililiiR -0 M L� U a) 11l — C!) L m LLI Q z Z < J 0- SHEET NO. SH 1.3_ END CLOSURES DEJARILS`OR INSTA}_LAT10N IN POURED_ CONCRETE. CONCRETE BLACK .ORR W000 STRUQTUREs- VAWD FOR REGULAR, LIFE SAFETY A E-Z HANG STORM PANEL MI SYSTEMS • 1 OR DR �:Y r47 i 2' 3' . J193` 3106 If 140 VARIES 2 �1*j9'�' "� PVAQE CO83-16 MEP/ ice!. ACLU &. 1 ARM WUN 3/4'a Y 13/A' �4+ 1 _IjM//.2",,. TAPOCN 0 12. O.C. " POURED CONCRETE. CO 1 RULE I 7 BLDGC DR 2 4' Wotlp P1tANE : PGTd FC CDNGRE E I ANDIC x t 3/!` TMCIYI b' 1tEOUv6O CONCAEtC. !R3%CN T)?I` �.^, A7t01g7 • 12 DL: •. ! 2 t!2 1 f 2'YY IIOIN FRAME - REWriIiA 1 QR� mer PIV0 1 N xt/4' CAP - / k NaIT rwIl.`` APCKA., ANKH 1- 1 Mtn Tt7NNATE lFA UOC14MRt 2'x Y_.o55'm -»' i G yNtfES. 2• ( Y s:'E".Y .035` a ,.: r CNS . S74 '� - S1D6- aaS ,.EitaPY aaa a pS �-i4R14PAiI META ALRWM PLAIT RPBEOLOODLUPHI€6RD M i:O2N'CYR4E" PEYA. OCO4D NFC'PRAFM'7EE 054'%`. ;.- 1t. -_2 77 4D2 l' �~Z% awwo{L-upiy, CONTAUALMILE 4M7)!+2. T �. Ile J Sd4L. _C x e Y .972" 6 12, Dc. 3109-M/s OR (HISS-T8 x1Av W/100NUT 'cent. NUrn. ANP.i CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D_{PLAN) SCALE 1/4`=7` SCALE I/e=1` SCALE 1/4'-1` SCALE t/4-l' p 9WD-SEA` OR CAK-IN OR ELCD PARELAWE ,_ " I PD49iED ktg3R� limM AT i FUME to ANO • ' al"Sr +. •J •lJ OR Cax TE ALE`'` TOP, BOtmM A s PArEfA9.tE Pu16 -- DARN' PANEL �' CONCRETC @LOC1c YAAIES� ® AF! RYiE /PNIC/al.E iDC WOOD SDM OF OPINIONS 5Q1EWAE DN ff R, T OVERLAP BEYOND re WOOD FR4L5 5 IAet L�1 _ .. PDtPSED OD14m TE C0HCR6TE RwUIRED - 4PENiNO WIDTH) K= OR 244' WOW FRAME 34 4+61 wf INGiDMD P 1•Y ,(2) OR4 VF"A VARIES r Y.1 ALLt S FRET NwJa4S P/gAMtt 1G M^a_ O 1AAU, (t4YOt W Etc PAE7W WALL .__ % - BA DISTANCE ��a i A'T«•N ' sa'a a.Y 4Mq,1HM,NM Ns Y'A11a A r(t�"AYE CASE .PLANT i0wtlt JN' ,• •, %j 46, STALE 1/4'-1' MOM 'Y��d �9�CENSF'I? • • s a� �/B CERTIFIED PJ+INSTALLATION ATHALt No. NOISY 2 SURFACE UVE9. VARIATIONS WITHIN 31C FLORIDA BUIIDLNG CODE Non NI h. V6ioe11 Nlrrjcome ..Zone ••• E N) CASE F (PLAN) waM 11SEco AND, F,F ---, z �. • GAGE VAIDPED STEEL STORM PANEL SCALE 74`-1:" SCALE 1. 4'-I` 44, own W. GLOBAL PROTECTION PRODUCTS, LLC, AA'Ar„r` ILQ tMn. H#R'yL TRI.Y 7EST8/9 # MG COMPANY I600 tvax, SW. 51 STREET •F ,( 'i�'1`4 w. 4M A aM. ]]oA. XYw Y1pCA: R 4,>r. FL Mi4 20-175 J1a_ D� M4Me ali'.t6A.. PIIaIFz (W4)00-7546,. FAIL (m4)M*-$797 4- YY 4qe•-f P,11 Hal - -YinYY W DRAW" W, P.L SFid,�NA711i4;/W1E CA••OOCa7fe # YMLTO7 A A^" P,E. 'T' SLICED 6 W 16 MAXIMUM A.S.O. DESIGN PRESJURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SUCING SCHEDULE FOR REGULAR STQRN eANEL { INSTALLABONS INTO WOOD SMUCTURES (VALID ONLY FOR PANEL (IDINSTALLATIONS AS PER ALTERNATIVES 1W THRU 41N, ON SHEETS 5 & 7) AW. A.S.D. DESIGN :. PRATING RESSURE - MAXIMUM ANCHORS SPACING FOR F D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ALTERNATIM NATIONj. . THEM MAXIMUM PANEL GTH 00 TAPCON NAG SCREW P•�)MATE FEMALE 10 PANELMATE PLUS WOW www 13" IT IT 137 IT 1W f < 3 / S" 13' Y "u' 1T 1Y (80i(OM) 6 1/2' 8 1/e 6. 1/2• a 1/2" 5 1/2' m - - 6 1/4' 12 1/2- 6 Ile ($OTT.•) V_e Ir - (TOP) OR LESS 8' a" 8` (BOTTOM) 1 ' 3 - '1T I3" IT IT (1aP) . •I�3' � � LEM 13" 93` 73` i3' 13" W (aDTTCM 13' IT IT 13, 8 1/2- W (TOE) 13' 13' IT IT 8` IW (BOTTOM) 6 1/2- 6 1/2" 6 1/2' 6 1!2 6 1/2' 2W (fiT) - 6 1/4' 12 1/2' a 1/Y 2W (SORT.) >3'-0' 4 1/2' e 6 7/2" a 1/2, (w): 7 �_.,p 4 1/2' 4 1/2" r 7" - 3W (1 omko 10 1/2' B 1/2' 12' 12' e 4W (W) ,3" IT IT 13" 8 1/2' 4W OWITOM) • SEE TABLE $1 FOR W. A.S.D. DESIGN NU14DS & MAX PANEL LENGTHS WHEN SPACER @ IS USED. CORRESPONDXNG ONLY To ALTERNATE 2W ON SHE r fi MAK A.S.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SAACNNG FOR ED, - AS SHOWN ON SHEETS 6 At 7 APPLICABLE. 10 AJDWTW T:dMB6M OF IYiEM 010 PANEL LENGTH (N') TAPCON ICI, SCREW PANELMATE FEMALE 1D PANEWATE T3A15 WOOD BUSHING - 1T IT I3" IT IT' .... IW (TOP 13' IT tT IT a" IW t801Tw a Ile 6 1/2' a I/2' 6 1/2" a l/2" (119 0 1/4 12 1/2' 1 It 1/4" 2W(BOn.•) 3'I-V T 7 1/2' B" 8' - (TaP9 LESS 71 /2 E' S' a' 3W (BO9TWe) 7 13, ..E3" IT Ir Ott ) +, -48 f75T -75 13'.. IT 13" 13' 4W (BOTTOM 13' IT 13• IT to, TW 13, 1T 13" IT 6 1/47 EW (BOTTOM) 6 1/2" 6 1/2" 5 1/2' 6 1/2' 6 1/2" 2W (TOP) - - e t/4 1 12 1/2• a Ile Ill Oxm-) >5•TO -a" 4 I/2" 5' 1 7 1/2" 1 7 1/2" 1 3W (Top) 7 S 5' 5 1/2' 1 6" a, - w (II(MON) 13' 12" -.. 13' IT S 1/2' 4W TIOP) 11* 13 tT1 13' 1O' 4W (BOTI7M) + SEE TABLE d1 FOR MAT(, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON. MEET 6 A.S.D. DESIGN LOAD PANEL LENGTH 40 PSF OR LESS W-E!" > 40 PSF TO 50 PSF 6 2 > 50 PSF TO 60 PSF 5 10 A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE iD DR PANEL MATE PLUS ANCHORS & W/'SP,�6RIFQZ^ 1/2 O.C, (VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 5, ON SHEETS 4 & 5) MAX. A.S.D. ARE RATING (pA.f,) MAXIMUM ANCHORS SPACING FOR M" ED. PER SCHEDULE BELOW $ il:Nl MAXIMUM P 1i (Jf.) MAX. AS,D: DESIGNfEMAL.E PRESSSU�RE (FA'T') : 44O04R9d +V4L4#Rfi SPACIN(F 1-0R MW ED, PER BOHEDtIEE EEIAYI � # AtA%IMUM EL LENGTH LI (tL) TAPE:ON SCUD -SET ��o PANELMATETE I pLilS ZAMAC-HATCH fiXK-..lN TAKON sow -so -CELM4a PLUS ZAMAC-NNUN CKM-IN ro m pONapB m Oe's m - fi mIT m t0 p01p1E1i .: LDyDRaHE m - OF THEM + l7R 45 LESS i3' 13" 13' 1T 13` 1T 1T T3' 7T 1T 1T t (HOP} 6.�. OR LESS � 45 4es, -65 L—ff- 1 ' 3 13" 73' 13' t3" 1 T 3 S' T3" 1T 17' 7 3" it //? € ) 6,-b, LXi 1� 1T 13, 13, : it IV IT 13" 131 13, IT is. 1 MOTmm). : IT IT.. 13• IT 1T IT 1T 13, IT IT IT ti 1/2 1 (RaTTOM) IT 13` 13` iT 13, IT IT IT' is, 13` IT 2 (ATOP) IT IT 13" 13' IT 13, IT tr 13, IT IT ' 11 1/d 2 (EDP) 1T IT tT IT IS is, IT IT F 73` 43' i3' 2 (BonOM) 13• 1T 1T 13' 1T l3' - 13" 13, IT 13- IT It IJI 2 (BOTTOM) iT t3' IT /3' 13` 1T- 13• 13" 13` t3` 13` (�} 13" 13' 13' 13` _ 13" t3' t3' IS' IT : 13` 1T it I 3 (TOPI I(Y t2 fJ2. - T $ !4 B 1/ Y D (BOTTOM) - 1' 2 /2 1 1 2 J2 6 1 4' ! 6 5.4" / 12 ' 4 /x 2 1 / - - 6 Ile / 6 Ile / i (DOTIph s" 8" a' Ir 8" it 8" M 8' a" 7 1/2' 4 (TAP} _ S` 5 1/2- w w 6 6 1/2, e 7 1/2, a' 6' 6' 8' 4 (TOP) b, .. b• (Rowtauj 1T 1T IT IT is- 13` 13. 1T IT 13` ST 7S (TOP} . 13' 73 13" i3' 13, TT IT 13" IT _ IT I1 1/2 (TOP) 133, ?3• 1T is' 13" IT 13, I ' 13' 13' 13` 13` 8 (BOTTOM) IT IT 13" it i3' 13• IT 13, IT 13' 1Y it -1 5 (IEDY1TJ11) 13, IT 13' t3' 1T I3` 13` IT IT 1T 13' IT 6 (TOP) 13' - IT 13, 13, IT 1T IT IT 13, t3" 1T t - 6 1/4". 6 t!4 6 1/4` 5 1/4' - - - 6 Ile 0 1/4' 6 SOYTA*) - - e 1/4` 6 Ile e a 1/4' 5 Ile - - - 6 1/4• 6 Ile leBOOT.'•) 1T 5" IT 1a 1/2 TT 7" IT 7" 7 1/2 $ t/2 1T 4 1/ I:iTOP) >w-a* TO t!'-4' 1T b' 1T t3` 13" 8 t/2" T3' $ 1/2" 9 1l2:..$ 1/2 1T 5 t/2' I (TOP) TO 4'.-$• . 1T 7' tT 13. 13• 9 1l2. 1T 9 112 To t/2 7 1/2 t3' 6' I (B0MW), 13, 7 I!2" IT 13' IT to' IT 10" 11' a' IT 6. I/2' I (BOTTOM). IT t S, IT to t/2" 13' 7' ... T3" 7" 7 112 5 1/2 IT 4 W 2 (70P}.-.. 13' e IT IT S3' 13^.. 7' 13• IT IT 9 1/z::. IT 9 1/2 10 1/2 7 112. IT 6 1/2' 2 (BOTTOM) IT I lIr . 73^ 1 IT IT to- I IT to" It' E" Ir 6 1/2. 2 (acT79B) Is, r 13' 13` 1T 9 Of IT 9 1/2 10 1/2 7 1/2. 1T. 6-wS (Icier IT 7 1/2' 13` tT 9T to' 9T 10` 11' : 8' 13" 6 1/2" 3 (FOP) 12 I/2 12 t/. 6 t/4. 6 Ile 12 1/2' 6 i/e 6 Ile 6 I/4 3 (BOTTOM) - 12 1/2. 2 I 6 I/4 6 Ile 12 t 12 1/2 - 6 1/4` 6 1/v 3 (BOTTOM) 7` 3' 8' S 1/2" 7' 3 9/2' $' 4' 1/2' T $ 1!2' ]' (TOR} 7 t/2' 3' 6' 6' 7" 4' 8" 4' 4 t/2'_ 3 1/2' 8 1/2` 3' ; (T01') :5 1/2" ^ 1 112' _' 4 (80T'W 6' - 6' -- 5• - B' - 5 1/27 - 7 1/2' .. - 4 (BOTfaM) IT 7"' 13` 13, is' 9 Y r lT 9 I/Y 1O T 2"'7 1/2. 13, 6".. 8 (TOP) 13" 'a 1/2" 13` 13' IT to" 13, to, it, 8" 13' 6 1!Y 5 (Top) t3". _7" 13' 13" i3' B lff'. 13` 9 tJ2`, D 1/2. 7 11Y IT :6. I/2' S (8OTT4N)' 8 tJY 3" f3" 13` 94' T3' to" 11" 9' T3' 61/Y 5 (1lorTaN) IT 3' IT V. It. iT I 13' 7" 7 J2' 5 1/Z" 1T 4 1J2" 8 (FOP} _ a" IS, 13" 13" a tj2" $ t/2" - 5 1/4' 6 i/4` 6 1/4` 6 4/4" - - 8 i!4. 6 1/4` B (BOT .') 6 1/4' B i/Y 6 T/4` 6 7 4" - - - SEE ORIET 11 FOR MCDM TYPE It SPAGM FOR MSTAU:ti" INTO WOOD MAX BULLOO . • WWOM ANOIOR SWDMOS AND WNIRSM EDGE OOPANCE ARE PIWATED ON TIM Sa1Eb1AE FOR to LESS TLAN Imbitum ON SCHEDULE REDUCE ANCHOR SPAONG 6y "IDPLY94 SPACING so" ON MIEOULE BY THE FT7LIAW#'12 FACTORS. FOR I" 4PERAT" 10 IK POSSOM RED SPACMO OBTAMED t3W FACTOR SHALL WT BE LESS DOW MOAMUM SPACMO "NCATED FOR EACH MOM TYPE W THIS SMEDUIL. 191CN4'R HYPE 1/4-. 1/44 If45N 1j4•r 1/4•,t t/4J ..CNX LWD6p RWq-MF LM#G-MN6M N Ln awm mmm SPACING 0,0 1, 3 3 3 2 I(T 2 v9 IWIeMUM6Q6E a,.i 3 a 1JY 3' 3 3 t/2' 3 6MTAMT �A) spx 5 31/2" 3 !jr 3 112 a l(Y Amft wK D8wu FACTOR _ 2 t/y millAIR G3o _ �' SPACIN3S ONLY VA 0 WIC( SPACER ® IS USED. SEE F9 1 FOR MAX A,S,D. DESIGN LOADS & M4X• PANEL LEJJOTHS WHEN SPACER rS USED• Q D.M.. Ile MAX, G 3" b. A.S.D. D4SION LOAD YAXM L#M AWOL LENGTH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 80 PSF 5'-Ie A MNG PANEL LENOTNS ARE ON VALID FOR INSTALLATIONSWl W/ SOLID SETT ANCHORS & III SPACER AT 12 1/2' O.C. 6 44T67Iw2a 16TOCD, IOC . � 24 GAGE GALVANIZED STEEL STORM PANEL 7r s 11L I E C O w GLOBAL PROTECTION PRODUCTS, L L _ TIt4G # R♦ O WI,PANY 460tl slll 5i IDh t/ p 2r3 :.w . a.-YrAorwA.aal 44 33314 3s14 rWO M69IRRam- (S-0L4 -617 ------__ANG9DRS (SEE SECTIONS A ALTERNATIVES ON SHEM 13. 14. 1$ W15)- --- R-W13, R-2A/13, R-3A/tA R-10/13, R-20/13, R-30/Hi. R-LAW/154 R-2AW/15, R-3AW/16. R-18W/M R-213W/15, R-3BW/16. 0 0 0 0 0 0 f t SI) RliW AA h1 PANEL 1 4'Tx-2O%1" SS BOLTS VT. i (USE FOR PANEL LENGTH OVER 71-61) ' { 1 1 l RE'Cd1tAR OAHU 1 t i' UFE SAFETY STORM PAN EL 3 R r r .i `- [L f -( A s.S. BOLTS)W�7 AT EA OYERtAP" i t {{ f4 L } r �"`-``• R ( O LIFE 20-175 MAIL. PANEL LENGTH 9'^8" O +40.0. -40.0 p&A W avow MO PANEL LENGTH BUT) r-- O 4 w o, -54.0 pa,T, (W/O ovoaAP MID PANEL LENGTH BOLA A I i» 21PANEL LENGTH --1 i ATT Ali MOUNTINGS t/2 I 3 wx W1N0 NUT AT--„"-,f "10B LEFT PANEL. M WNIO NUT AT R14NT PANEL ��7 3' RAX T INSTALLATIONS ONLY VAUD MR WINO I• wN. R-4/13, R-2A/13. R-3A/14. R-1B/13., R-28/13, R-M/141 I` uw. SPEED UP To 110 m.p.h. R-SAW/15. R-20/15, R-5AW/E6. R-181A1/15, R-29W/19. R-38W/16. ___..._.m.�...._—.`ANCHORS (SEE SECTIONS A, ALTERNAMPES ON SHEETS 13, 14, IS 1/4" MAX OAP LIFE SAFETY STAR PANEL.( ELEVATfON (t) ' REGULAR 2. SCALE 1/4--l' .: STORM PANEL STORM (� OY176A 1 W1I11,E �) STOFAAR I S'FS3�E PANEL 1 �� I�Ae `'�-_-'-•5=�>- _,..., -YT :_��.�.�n_:._._�-.._,-=._ ",_'ems _..__.v._. y: �_. z.. _ 1 z -._ ....Lac^.J=.: _ - L7FE sAFLz'Y PANEL "a : * # s FLORIDA BU(LbINC CODE Non IB h ftwoofty Hit one Zone y=`,t�•,• .4� tk cFo s�FAS�� �RIDh ,�N1s�.;,.` mlEoa HRc 24 GAtiE GA(.YAN2FD STEEL STORM PALL F,P. mqM, en GLOBAL PROTECTION PRODUCTS, LLC, - i'N• ..SCALE 1/e" I' 43w S.W, $, STREET #.+Tit e` .Aa317. wMEn-Sole He",: itR6 qr-M'F . t- x A%N pY-XRIf WIGI : ("Cult- L54 FW- t M)6M-ww IT!, t�wne..e. . ....- W .,.- ....a — 20-179 of ww R.. (VAUD ONLY FOR PANELCD INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) MAX AS.D. DESIGNTO PRESSURE (PA.i.} MAXIMUM ANCHORS SPACING FOR MN E.D. PER SSE BELOW '���£ O t- Tl9tY MOWN LENANY i.GTH . (HJ MAX. A.S.D. DES" PRESSURE RATING (Pic) MAXIMUM ANCHORS SPACING FUR FIR E.D. PER SCHEDULE BELOW APPLOT/BI.E # MAXIMUM SiA*4 (M.) UPCON 1IDUD-SET P FEMALE D pL tVAAC-IWLIN GYX-1M TAPCON SOU4-SET PANEJAkTE FEMALE 10 P 7,W4O-WVIYI CALK -IN Toro4WElt w+- GorA_110mre7E 70 tO 12. m t6 m ro TD ro. TO 13' 11 t 3 13 13" i 3 t3 13 43 1T t0 1 SOR LABY ♦7 _7S +7Tk-iTLa 13 51 13 O I/3 13 6 1/2 1T t 2 7 1JY $ 1/ 13 ) tT t1 t3 1S 13 IT 13 13 13 12 13 10" I (73iRTaM) 13 it !2 t3 IT 13 9 I3 9 TO 7 /2 1T 4' f 4T 1t- IT Ir IT Is- IT AT tY 13" i0' 2 (HOP} 13• 5` 13" 10 ? 13' 8 1/2" 13" 6 t/2': 7 1}2` 3 1/2" l3` t 1j2" 4 (TOP) IT 11' IT 13' 13` 1T 13' 13, 1]` 12" 1T Itl' ON) 73' r 13• 1T 1T 9 1/2' 13` 9 //2' 10 t fd' T 7/8' f3` 5 I/2. 2 (Barl4tEj t3' 11' IT T ` 3 s3' 13• iJ' 7 T t 3 12' 13` Itl ' 15` 7` t3' IT 13' 9 i - /Y 13 9 1 2' / 10 1 �t 7 1 2' / I` 3 6• 3 (mP) - - 12 1/2 IL!IT 6 i/e 6 Ile 112 I/V 12 T/2. - - 6 1/e 6 1/A' - 2 ?J2 2 1!2 6 1/Y 6 1(4` 2 1/2 6 1/e - - 6 Ile 6 114' 3 (BOTTOM)6•S' B` 8' a` tF' 9 6 I/x" 7• 5' 9" :4 1/2"... r 6` 5 1/2' 7' 3 1/2` B' 4' 4 1/2' T 6 1/2' 2 t/2" 4 6 ) rOOTW Mf} -IT it` IT 13' IT 13' IT 13, IT IV is'' : 10• IT 6 Ile IT 13' IT 9' 13' 9`10, 7 I/2' t3• 5•1T w 13' 13` 1T 13' 13' IY 13` 12' 13'1GkN) tT r 13' iT 13' 9 1/2- iT 9 1/2' 10 t/2 7 1/2' iT 6" 5 (BOTTOM)IT 11' IT iS' 13' IT 1T id' IT 12, 13` to' IT57 13" 10 1/2 13' 6 1/2" IT 6 1/Y 7 1/2. 5. 1/2' 13' 4 1/2' 6 (TOP) 6 1147 :6 t/Y 6 1 e 6 1/4 - - - - 5 T/4 6 i/4"+-) - - 5 1/4• 8 1/Y a 1/4• 6 Ile 6 I/Y 9 1 e - - 6 Ile 6 1 4• 6 (ROTL-) T3' .: "Y IjT IT IT IT IT IT le- it' 8' IT 6 Ile 1 i5,_6, TO B-0' 7T "✓` IT 10 1,/2'. 7T 6 1 IT 6 lIr 7 1/2. 3 1/Y IT .4 1/2 1 (TOP) TO 7•-5` IT 7 IJY IT IT Is, to Y IS' to t/2. it 1/2' e• IT Y 7 DI=om) 1T ill/2_. IT t3' 13' 9• i,3 9' 10• '7 1/2" 13" 6" I (90170M) T3` 7 t/2•" IT 13" IT le IT 10" 91' a• IT 6 1/2' 2 (Top) 13• 5' IT 10 1!2 IT 6 1/2' 13' 5 1/2" 7 1!2. 5 1/2" 13' 4 1/2' 2 LIM 13' 7 1/2• IT 13' IT 10 7/2 it 10 1/P I1 1/2• 8` IT 7` 2 (SWW4) 13' I T IT I 13' IT 9 1/Y iT 9 I/2. 10 1/217 I/r 13` (I 7J2' 22 (WITOM) 13` 7 1/Y 13` 1T JW to I/2 4T 10 1/2 11 1/2' 8• 13, 7' 3 {TOP) IT 7' IT IT 1T 9 1/2' 13` 9 1/2' to 1/2 7 1/2' IT 6' 3 ('EDP) 12 I/ 2 1/2 8 1/4` 6 I/4' 2 4/2. 1 ' 64 - - 8 1/4' 8 1/4- 3 (BOTTOM) - - 2 1/2' 12 3/2 6 1/4` 6 1/4• 2 1/2 6 1/Y - - 6 lye 6 1/4' 3 (9aTI.) 7 1/2, 3 1/2' S' 8' 7 t/2' i" 8' 4 112" 5` 3 1/2" 7' 3' 4 pop) 7' 3" a" 5 1/2` 7• 3 I/2" S' 4' 4 1/Y 3' 6 1/2' 2 1/2',4 (TOP) 4 00Tw 5` _ 6 1.. _ 6. _ a' _ 6 1/2` - r - 4 (BOTTOM).. 13' 7 t x" 13' 13" TT 10 1J : _ 13' 10 9/2.. it 1/2. 6" 13" 7' S (Y ). IT 6 1/2 IT IT 1T B' 13• &" l0" 7' i/2" 13" 111 5 (TOP) 13` 17 1/2" 13' t3" 73' 70 1l2. 73" /O fj2. 1 i!2` B' t3' 7` a (SaT1OM) 13" 7' 13' 13" 13" 9 1/2' 13' 9 I/Y'1D 1/2" 7 11 2' 13' 6' 5 crop) }. T3` 7 t/Y 13' IT 13` 4 ij2 1T IQ t/2 1 IJ 8' I3' 7' S (TIP) f3' $ IT 13" 6 1/2' Is, s 1/Y 7 t/x` 5 1/2" i3• 41/2` (tOPj 1 A' 5 14- -6 I/4` - - - 6 E 4` 6 1/4' a WTT.-) - - 6 1/4' 6 Ile 6 t/a' 6 1/4` - - - 5 114' 6 I/4 6 00TT,« '8FE SW 11 FOR UMMOR9 TPPE. * SWLMO FOR J6TAUNTIONS MID VOW MAW BUIMMIL I MIPULM MIDHDR WAGND9 AND MINIAN EDGE OSTANCE ARE I044EI3 M U45 S0ADIIIL MR 6,0 LENS TI M INDICATED ON SOtEXALE Re9UC E ANO" SPACMG b1 WLTnWC SPAEMG SHOW ON ESIaatl.t eY THE FDl1CIFNU nwar f FOR THIS OPERADDN 70 aE POM%& RWJCED SPACFO INFLAMED LUC FACTOR SHALL NOT BE LESS THAN WMAN SPACING 6011114 D FOR EACN ANCHOR tYFE ON INS SCHEDULL ANONOR TAPE UK" ANCHOR SPACNG (th) . ! J 5 3 2 1/Y 2112 NINneJMm6E tki 1 3 I/x` 3' 3 ] I/2' d 3 112 3 'Ir ALILML SK 060MICF ) FACTOR _. a SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T� T FOR MAX A.SD. L1E�GYN LOADS &MAX, PMIEL LENGTH$ WHEN SPACER �'9 s USED. U i,& _ AS,D. OEM LOAD MO MW PANEL LENWH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF W-1D" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. , • • _ IS. • i A � � A a '� _� w E A .. ED R $ R WAL MOUNTINGS sGAtE 315-1" SET Ill"Em 14R --1 TYPE UADD O FOR ALLATWNS INTOAFIL"dgEL UPGON WOOD FRAME BUILDINGS. M"MUM AwixiR SPACUIGS NEC. MINIMUM WW7M. go" aeNutLo w S +y,,,�e,� � , 0W IMiJYNEW�) ,tvnmy iMerA 0n-) 3 EDGE DISTANCE ARE INDICATED ON.M SCHMW.F- AM L6. LESS THAN PaRC4Tm ON SCHEDULE REDUCE ANCHOR $W10I S BY uILnPLYN6 SPACMG snows I SCHEDULE' BY THE FaUAMM"C FACTOR.& ADIIWL iW 1a 0199W� go Rim I I/7'NoY MR THIS OPOINTON TO BE POZl1XL, REDLICF3T SPApN6 DRIMNED us" IRE USSR "--»--a•-'--..---_� � ..vim. ANctOR i7PE tNN TNAi SCHE9Ttm Ik l6L 00STNG POURED CONCRETE OR E]fISTiNG le0URE4 CONCRETE OR _-CONCRETE BLOCK REOURE0, `-CONCRETE 84OCIt REOUM. $�� 0 LIFt�SAEE&RNEL WALL MOU1,11INGS UNJH,,_ SCALE 3/6-l' N N (a 0 U -� N L_ I? 0 C C6 N 0 0 2 �- 0 0 .0 -+-J M LL y..- O _ cfa > "� — L!J E 0 1 „1 2 C VJ E Z Z W J INSIAUAII INSTALLATION MAIL$ FOR LIFE WETY PANEL (1) INSTALLATION DETAILS FOR UFE .SAEUX PANEL C1�} 0 INTO POURED CONCRETE 0R CR B INTO WOOD STRUCTURES INTQ WOOD STRUCTURES 1!4.6 TAPCONrsRNc PE#Lm6o - - _.._.. r ANCHOR O B AC, r 3.. T E}IEI ANCFNJR O 8 O.C, a ;�ONCRLlE BLACK �'`�, `" '•,µ ,,•�` I W i V;OVCIRETE oR .+"' • WOOD NFJ.aE'R :• ,,,,t'f""-" FIFA " `" 1 ,-opR d ''• ,,^"� = D HEADER . I WLXXD HEADER "' 'RE • INE'bER "Y�qcn REQUIRED, REWIRED. �„r `.�f IXNNiE4 - U1RED r,", �at9 r „" M1 7LEOUIRED ,r ` '' I\ Ow'. �� t' 7 4'Y iMCON S 4"I TApCDN i' 1 4'M 7MHGDN - 1 1 4'I TAPCON f l { ! i L w i 1 4Y TA�FC4N ~ 1 4.6 TAP(AN i oR,0.9�"�jD.c t i S a 9' o c t I o �• a.e 0 9 oz. 1/2" 7 w rl a' T i i t t W f. -- 'i r-4) cD.♦ i Ea+ 1!2' 1/4' ✓ e/2" 1!4' t �2. I/4"', g"+ia 4r t/Y Ile f } { gk ) AwK 't N ' j ' �' / 1 3ce...__� iT� '1/4' - i- �' it _ i '// r".�,. ,. I { • !r 1 l��'; { � t � f ,.; t�M1` j 1 _"i c !• '' 2 ,•• � I -'? '' ; 2 � I i ;J � %! 1 I�{' ._____ __.T N •4 1 I MAIL •� 1 � 1 t ', f I , � J � l I � � � I _ qM ,� ,_ i < ;` M1n.:, 1 ;�,�f 11 / M'in- � S '-- I ,' Tr`'fin.; f,i 1 cz 1 1 I I N I r Tin, l r ;. _ ..: I . .r t _ .. i C I 14tit-mY,• '', i S•rp ciA95. I 1/sa»2at, S I _ i I I 1 f � },'i `,:. 1 1 (j } 1 ` iw.4 r"t_. 6TA.t5w pr k9 L'W.R 11 d 8 1 - A �1. •I j b.. {1. i ... > 1 1 t/4•Hr tfa•Y-sDee` 6 �f a 6NA<.t01 tM¢ 5 i !. N I 1 tv-za�1. u,...... ,._.V0..,_ -__ _�..,._ rxF> 0 I 1 4..tMY1• _. _ ,_ N I ss.-a1,1• ii t...... t[ I 6-.._..., A7 Fw 6'--.:.__. ,;...,)_,�,,,_ A7 EA ; FJTLST ° _ _i.: m,1' J B ... N 1 19Am INa T's7 Efa`sTLNGJI '' 1 EXISi1F !-T 'S"8 DAUB_ M,� , gT��p 9CLASS f.T. eHL16 w 1 S ! sS. 6pts w O 1 CLASS N/_ .'.. — #--_ ""•W i .._-___._ T.�., - L4mE TIN ewa i o 1 1 0 ati a EX 11 Eh qy..._�_ Na i EX 1 cross�._ Exsn olxs -r �eOUSW== _ -V'=. -_ 1 9." uaY eU) - N... 'L MAX n _.,._.-_._.. GLASS A /` -- ( U L . , tawm O.a1 r-J7 N _r.. .. _._.. _I R ----': ' _._,. i -- nee avAi c1ASS _ PANEL LENGTH r -1-, a' PANEL itaNCTi ry ; 6 1 "L' MA%, R I 11 t t 1" MA%. w -'' 9 9' (SEE iYEYA71pNt -: (SEE ELEVATION .._. 1 7L.,_ - -t__ PANEL. LENGTH it --.--.. --- .____ - 'Y PAAU3. LENGTH j ,qy r II 1 LA1CM oAW r-rt U i. 1 .._ S--SEPAM , ON St9IF 12) N ,,_„�„j aN SHIP 12) jj - PANEL LENGTH p-_^_- Y. ON SHEE7At2jt. t 1' liLart. D-'--"- ( $ t SNEETA10 II 1 PANS. LEND?H U _ e I PANEL L LENGTH ^ A I £ Y_,. :....___._.. „,.., f SEE ELEVATION _...,__,; _--....... .. ...�_ ._.. ({ E1&V II (SEEEUE11 L _........__,._. �.� 1` MA%. > •. - _- 6 (SET ELEVATION 11i i ( R "-""i'" I '"__- ------ ,�. "7' 9 _'-�"' 3i N I � (SEE ELEVATION ON SHEET IJJ U TO 4lASS. u.-.._.", a 0--"'`"•"`--" _ - 7 aN *NFU:ET- i SHtFf 12) N I t r i 2) N I -_� -'�'- ON SHEET 12) tl I II 1. I et"""•.�" : N---SfPNU I I x-�`"".'—.,..�_ -•'�--� U I y 'f!f 1 "f'• f f' I �. j Ij�-'-SEpAPATOH.._.. t Q n. i 111, N TO OLAS.i. ,..4._.. 1, 7,9� Nam-- 1PARW� v i .3 N i` On. I ',:/ .___�pp 1 TO 6LA59. L N Tp iA/5S. f 9 I I N'—SEPARAT4DN- i n ro 1 N 1' i # 6'" I / I 4.2 4 Tit G1A55. j 4_:. _.(� a 11 I %--SEPARATION I U F31F.,TaNC Pp3t k ,`,,.• 1 Etr751eNnFs�Ue_n{ I I L — { `_ ;. .r-t' t ` L....._.,....1 .�r' i _ il.;.. I L/x GLAss. I 6• 04Nf,REIE OR i ,. CEfE OR. - - r i. • eR a/Y t . ti i ♦;., - L t _„. ... I 1 1 CONCRETE 6LaaI .'Y "4 - REOU ETE OLOCN .N"-� mill.. F.a• '� - ..r {�. :.�= 1 °tY i I 4. a -..-.. :� _ .._.._.N__.....-._.( I ; t -. L :.,.-..,,,., -i' L_•--'" L D a REOUItEO. ) ,, �. to VVr`oc REOLAREA I WE1n,a71 � __.__ 9 ! ' I � .,, m ,) .,r -" I V2 ttc s ; i l i I °i 6c ..•T.. "�. /2e 4 a• IT 1 1 � I ..� t1 `-' • i i 1 '�-_ 2'YY WW1 _1'-' . '.. Il at I E s s tR ea 2i4 it x i' _ta 4 d I. 4°J TAPCON '< ,.L ] 1 4`I TA9'CbpN 2'Y4' (. 1/4`a pANFLMATE RSS ---.. ,, : !„ .: ^ _ t�O ApCCtY1. t d f _ « ?i t;- - _ ` •1-, t ., PLATE4TEPj,}II ANOtiaR O 9 Q.C.. 1, ,d 1. JJ $ 9 D.C. PLATE '�' , m woog .. cu 2TI/x" 0•C: ANCI#R (REY4N0) iQ L A ANEL :I - d ' O 9 O.G, }j iWD114R { °,...IE4SnJn , SAGRERFD W/ SnJn `"; i I p t ri• PiaUp6:D ``; i !{� "4#4'..REautREO L,.� 1✓it .,,1J4I PAPLMATE.US3/4 6 PARElAIA18 6M:US �r�INTIN ' ' '� ..O[NS d 1 'itR. WOOD 1 € �. I 1 x' I '� , j `# ANCHOR O 19 T,%2 D.C. I NLCHtIR O 12 1 O.C. SEE HEELS 1S A, t8 TOR maim TYPE KM WsDO FRUIT NUILDNOS.A 3PAaMo FOR - y __^^-. lv k ` � . � 1 7 1 i • j jY,., 3 [ T€ LASE i ` 1 4IJ Wit" ILLAII tOlt N10rxo MM wIu DISTANCE seM.E 3/a-1' �`,:�.^^.« R�tAf n RECLNREn --'`!` ."-_- i 1 YI E , , I {) �� ��• lcn U. L■ L� ARE RANOUED ON T99 SCHIDULE. MR EO. LESS TMN ' r ' JIMUTE9 ON WHEELILE PERIM ANCHOR SPA" BY EAA.IWLYMO sPAC9w S1OWR ON SCHEDULE BY HNCAfAW #Otd71W6NO FAC1Mm`. FGR "DIE 4POROION TD BE posse E.. tuRrAD SpACMO O110041 G USMG FACTOR StVll Not BE •• "�''(' .�.- taw" a ••:.ffls� INY •• KA Lass TINN1 WNNMIR gPACINo MMG7CD FIR EAST ANCHOR E� 1 LF`! ! r E"1 SUET lifE 4N 7Ha SCtWOUt& NtiM/111NM1NJAN +11 A T/ IAA W MOU NGS p A r1(t! 4qA 1/4S 7/41 ,et6 NAACP „L(/j +• I.{, MOUNTING'S MNA .VIAL IIa m. ' NITNGS 33rc." •gM.NNa,A�✓'Tk AIcmm we - � • ✓Z+4. SLUE 3/8-1' - A T/ �� SCALE .3/8=1' /Q•"1' TAPmN s.* ..-`�CEN, '- •p s tiP L,CtT"aa a�+ •�CENd,F."• :,A ;� W • AXi1p" Svaw d d 3 ' i i L°LDRlDA BUILDING CODE Non Hf h ValDcl Nurrteone 2ona �1 ENS ' -� Z FLORIDA BUiLD1NG CODE Non Ni h V6IocD NE Falcons Zone �S r 441�T _ FLORIDA BUILDING CODE {Nan High Vebcl NMrrtcon6 ZoR 6 ME sRna.ta 6n1 a ' 24 GAGE GALVANIZED STEEL STORM PANEL Fr, lA1TE$ 44167 § AIIMNR nL1EDo pc 24 OA(i£ GALVANIZED STEP STORM PANEL F' $ * 4 _ P4Gw Itum 44C. V Ap. Q ma.nH. tMe a 3 1/2 s r ptNWN sr. r 1 ; * 1 ft STATE ()F 24 SAGE GAL ANRED STEEL STORM PANEL �., AL11ML &IE 11oBK4 6"� FAOWN STATE ( : ¢ , r.,'�-,..� ,.,�„�;, 1. 1NSTAlURE R ARE ONLY VALID FOR A.S.D.DESIGN B * 1I ; : Z `'. DESIGN PRESSURE RATINGS a,t AND PANEL % • F In PRESSURE RATINGS (P.st) AND PANEL LENGTHS AS * • - 1 ,»/Er/xallo a 2+ g. . --�'-'�"- ..... t. 1N&T}11.LATEON ARE ONLY VALID FOR MAX. A.S.A. ?e 4y � ,�--_.., r.�...�.M l,s - �sEfl�, ORIOT,•• !L COIra. GLOBAL PROTECTION PRODUCES. LLC. wu PER ELEVATION ON SHFEf 12. Sa'•, STATE t1(.IEICOIbe. GLOBAL PROTECTION PRODUCTS, LLC4 G71a !P } y©N t�R —� I CQ99Ee. GLOBAL PROTECTION PRODUCTS. LLC" �p1E - 4600 tt,W at s1T�T 2. FOR NEW WOOD CONSTRUCTION; WOOD $ i3 •. '� Gem sit, st 61R57 IiNNGTHS AS PER ELEVATION ON SHEET 12. Zy l: 4aC0 s.W. n tnt�1 x 1y oaf - syA tHtur a 1WT 1ES7Bi0 t A' +5 1TNAl " "`-- /ONAL �• I "► Aa. •, >•, xm. aaarr ewor, n. v,- oW�6, n a3a14 20-175 MEMBERS TO BE SOUTHERN PINE No i. W/ SPECIFIC �iE'` . AZt)R1A Yar. 14n. >M aca, lYo„A II1®q n aa1s aM4R. FL aa3,a 2D-175 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD ey l 4 f�✓' HwA 1: tm R40MA n x1""Y,. DWI[, iT_ =14 Z RN41 M4d4d «4.- tHNM qa ,� v,-.q1, pf+a•e ta't4kNI-x6e6, rAr: (9s+Me9 •s7n J,` w.»:. Teo. "o1-,mo.t... T-srm-Iz, FNpm 0509r7a46. FAIL 615g4eI-am MEMBERS TO BE SOUTHERN PINE No 2. Wf SPECIFIC ANN11gg1MtM� tr a«.., n,-wo. F.:SM6 m-w, penNe 034wa-Tsw'Ax, (mamma -am 20-175 Ow~ w: DENSITY' OF 0.55 OR EQUAL. 4rN" • «..A M.,,a.As« fa►. �,� i,, «,:. ,�,.-, ORARMw Ha: �-+-saa+ • oA-OoDmTia �A-. wN s. r.. IYa •-^ IWasFA A. Tun1.Nk:. P',L DENSITY 0.59 DR EQUAL A. iNu.,M, pa �- sa ,l. «7 «n-. .�-.. W .. maMMN N1- Q RE, 1E p-m06T19 NINNN 1.TE : n•,a a : efnE7 t6 ON is ' t : : MWSI /6 OF' 4I ]. t 2" p.E. SPAlJ91OPMTLMEfoYTE'. WAUgA, NWT Jr.0 FL 1 : 4Y-14e - � 611FE1 t4 a'ie 4a1 : a ^ SHEET NO. S H 1.4 -1--- 75, EZIW/18 ANCHORS -(SEE SECTION EZI A, ALTERNATIVE EZIW ON SHEET "(SEE 1 2) XN n, 0.0 it-t, *T '131SL -W 0 liffiam ENGINEE,RING ENGINEERING EXPRIE-Mme PR130UCT EVALUATION REPORT September 15, 2020 =1:Number jZf§0,1_- R2 11-01,114umber, 20-31543 Product Manufacturer, AfrAmerican Shutters and Glass MarturecturarAddrew 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga GaNam2ed Steel storm Panels Large Missile Impact Resistant Scope of Evalvatton. This Product Evaluation Report Is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Buildint; Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method I M. The product noted above has been tested enftr evaluated as Summarized herein IG show compliance with the Florida Building Code Seventh Edition (2020) and 1% for the purpose intended, at least equivalent to that required by the Code, Ro-evolualion of this product shall be required following pertmant Florida Buliftfing Code modifications or revisloi Substantiating Data: - PRODUCT EVALUA1111,110DOCUMENTS EX drawing #2031W Had '24ge Getvarfized Steel Stamm Panels (HVHZ a Non4-fVHZ)', sheets 1 -5. Prepared by Engineering Express, signed &sealed by Frank8ennardo, P.E. Is an Integral pad of this Evaluation Report - 1UTREPORTS Uniform static structural, parlormance has been tested In accordance with TAB 202 test standards per test noport(s) TILST-ASGI by Blackwater Testing, Inc, Large missl)& impact maistance and cycle loading performance has been tested In accordance with TAS 201 and TAB 203 lost standfuds per test reports) *BT-A$0A7-OO1 by Slackwater Testing. Inc. - STRUCTURAL ENGINEEPUNGICALCULA711CINS Structural engineering Calculations have been prepared which evaluate the product based on comparative andi rational analysis to qualify the following design critatia: 1, Maximum Allowable Spans 2, Mittimi Allowable Spans 3. Minimum Gins Separation 4. Anchor Spacing 190 SIN 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLOIP[OA 33442 (954) 354-066D 1 (666) 396-9099 TEA LAST Pi TO BE INSTALLED AT EACH OPENING SIALL ALWAYS BE T.ROW .Na)Qr FRrDLE TO FACILITATE INSTALLATION IF INTENDED M rN.,IOE OF STRUCTURE. I NDiES E-Z KMG STORM PANEL SYSTEM CONSISTING Of PAtiEL + CI TRACKS TOP & BOTTOM. (2), ONO PANELS SHALL A1WV,1I.E CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR BE PROVIDED AT TOP OF SUCH PANELS, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4-0-2W/4' M.S. W/ 7/8'0.3137* MONG NUT OR 1/4"0.3/4' 1 THUMBSCREW INTO TAPPED BOTTOM TRACK, UOCATHDN'OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4)_ IN CASE THAT END PANELS ARE HOT CONNECTED TO BOTTOM TRACK (II.e, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK UStNO SPECS INDICATED ON NOTE (3) ABOVE. iN SUCH CASE, CONNECTION OF PANELS TO WITON TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 - I IdUPENGINEERING Ail American Shutters and Glass - 24ga Galvanized Steel Stom Panels No 33% increase in allowable stress has been used in the design I Product - Separation Ifom glazing is not required for Installations outside of wind zone 4 and assential facilities, Impact Resistance., LEI ImpactIR"OfArce, has been demonstrated a evidenced In previously listed lestrepi and IS accounted tot in the engineering design of this product. WhIdLoad Resistance This product has been designed to resist wind loads as Indicated in the span schedule(s) cm the respective Product Evaluation Document 0,e. engineering drowing), installation This ProdUctshall be installed Insfrict Compliance With its respective Product Evaluation Docunne"t(LIE, engineering drinving), along with all components noted therein, Product components shall be of the material specified In twat product's respective Product Evaluation Document O.e. engineering drawing). Limitations & Conditions of Use: Use Of this product shall be In strict accordance with the respective Product Evaluation Document V.a. engineering drawing) as noted herein . NI supporting host Structures shall be designed to resist ail superimposed Foods and shag be of a material Istod In this product's respective anchor s0001I Host structure CoIndlitiona which are not accounted For in this product's respective anchor schedule shall be designed for on a sit"pecific basis by a registered professional engineer. Ail components which are permanertify Installed shell be protected against corrosion. contamination, and other such damage at all times. This product has been designed for use within and outside the 1-110 Velocity Hurricane Sons (HVHZ). Respectfully, Fmnk Sormardo, PE ENGINEERING EXPRIESSIs OJIFOW-5A91 CerL ALI 9885 160 SIN 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM @EmGt?oeEittptGEmPFLiss.com ERG mERI Nctxpo ESS.co% F ti iv W ra HIT r 7 pp W" on \0 z ­�o jii NOUNtry In ILLI 1_WAUI A��1M A IM11111 �ff ILL.] Io 'a-mK" Z 'p-t-wegp - Z hjI4 iI - Lfi'1i 0 ry Jot pp 2�i it Od, z In 10-31543 T11 INSIAUABON EIMM EOR SERIES _2Q00 E-Z HANG ATO M PANELd) INTO POURED CONCHEIE, CONCRETE BLOCK AND nQD STRUCTURES CONICAM BLOCKjjj'ANCHOR 0 1 r OC. HEX HEAD M 14*1* H" HEAD TEK _ Tear ANCHOR tr jr D.C. FROM SCREW 064 FROM EDGE OF A) WM, I-SEPAROCIT(Iii SEPARATON TO Cukn� ALUMN44 POP To MASS� -=14 POP RIVET ai W-o" MAX I PANEL LENGTH PANEL LENGTH II l 1 9 E4 I,1 0 To GLASS, x OSFa :V t 120Wo5f TH40-SCI II MINE, E I It I L__A ED, /2 TAPCON ANCHOR _o'il 12. CC 1/4-0 TAPCON .."r WOOD --PLAn ANCHOR 0 12' REQUIRED. WALL MOUNTING WALL MOUNTING SECTION EZI ALTERMAINE EZiMt SCALE: 3/8-1" SCALE 3/8-l' EN FLORIDABUILDING CODE (Non High Val!!J111 HILL rrtGone Zone)- JITIOTEST4i MIN. PANEL LENGTHI 0.4 I -E Q= Vi W_ 24 GAGE GALVANIZED STEEL STORM PANEL FOR DESIGN SHALL BE 2'-6" 1. INS7ALLATION ARE ONLY VALID MAI A.S.D. PRSTATF 0(�� GLOBAL PROTECTION PROOUCrs, LLC, PANEL LEESSURENIATING +/40.0 p.aC AND W-0" MAX -1 R- V _-A 2. FOR NEW WOOD FRAME CONSTRUCTION: WOW Cz ORO"A At "im Iw 20-175 I"-)WA-WW MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC - DENSITY OF 0,55 OR EQUAL UNIT pawN. w1rERAlour"Unto W to -.ik ALL AMERICAN SHUTTERS AND GLASS 2 ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) �AT,Wt Tl-�I It Ar HERE, = 1115.A.FASTE,1,EO 0 AN (L' 81PPROPRIATE, SPAN TABUP,) a BOTTOM MOUNT I L_ _N ] I yl I p (CON N'TYPE Ar,-J REI '17FF-F/ MAYBE AT TO It, BOTTOM TOP MAY VARY) PME4 MAY BE NOTCH ED 05 REQULRE¢. � 'OPTION qy4'.20 IT HER, PRtOUIO THATCONNLICTIC)N5, AND 1IOLTSVy M�IIWARII ANOIbRsAU 8 T111131A U, SPANS ABOVE K BELOW DESTRUCTION, 0 5k"P " ��N TLIE AP11 OIRIAr VERTICALMOUNT ELEVATION 1, 2 NOTCHED PANELS) \.ij I ErEVATM ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GAUGEPANELS MINIMUM STOW PAMIR SILPARATION FROM GLASS (HVHi WIND WINE 4 IT, E55i FACIIITI 5) MAxNwu DfStGN ALLOWABLE INSTAULATIONSLI INSIALLATRHISCREATER PRESSURE !SPAN tL1baNITHAN THAN 34'AxOVF GRADE. 3VAITOVEGRAM 130.D intoficGiri 13OJ3 M SAI 7 130.0 In -,A 6.06 111 i.16 I" - 161 - - 2-3-SM - - 4-60 "l. 6,09in 2 S3 M 59.2 1. 6.111. 2.72 In _,6A in 6,12 In 72 ZIB w "3 In SPAN SCHEDULE IS ACCEPTABLE FOR USE W17111 POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. Z "PANEL FASTENEW ARE STUDS USED IN CONVINICIFION WITH ALL MOUNTING EMUSIONS r'F"-YRACK, SIVIII ANGLE, ETC). USE 6,25' 0,C, PANEL FASTENER SPACING TABLE VALUES FOR ALL *H`- ANO'Lr-HEADERS (INCLUDING WTM OUT CONDITIONS), 3, LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPIABI OTHERWISE USE NEXT HIGHER, LOAD. NPE19,7774-r- "I MAXIMUM ALLOWABLE t DESIGN PRESSURES - NOTED IN be$ GN SCHWULES DESIGN NOTES: N NO N G GALCiTO AP n SU I E I 0 SE T E G1 ITTI E ES Ll -4;1iv. DETE E IC d. GC 1MW4 F EN N, YENU , Li SI SHOWN: GENERAL NOTES! U,�p1 12T I RUN BEEN -S1.1%A.&S141.-jjE E- IN . TH'S PE ig F II FLa. �=ItMlhii W TTEIMENTE I . LOOLD `CB IS DF OF ? VH TA57-01� ILIZ 1%r MOT `C'CNJOTIOU�� L TW GATE E g Ot No, SRAI ID ONTO t.UL LOCAL BUTILU04c "' A v - T� ANO W I� Zpg�'Oo tAff.1:�;VuA_oGYCNDA" 71M OEINN"Ap'l- ,,,F�OOMON SITE,- M$X,SEAIt4EG1 NO. 2, LNORE&SF INAILILLIWASYT70%1HAS BEEN USEDIN THE �M ` P. 'TA'Kit RIMIJEMEN1111 OF III FOR THEIPROILTT LE L9 rA111i ST ED "'70"PTA41 ONLO SO% 0 C9 �T72r Ir, I GISr RVrWTE%FAI`4'1;ALCWAS AS YBI i, N 44AXIM 0 M. TESTED 'PT -A:S16FA)SiDY PROVIDED HEREIN, Na ADDITIONAL 0 HE ARE INTEND �` GO BA% Ao... 1. T11. ..Ir tIRMI.71­513 A9 U IWALWATe THIS:CERTIFICATION, L5 SRALL BE PERMANENTLY LAOEEDIWITII gIN THUM OF (L) LABEL 3,P FEET RMAITON! L%ERIA I F0 SHMERSANDGLAgS ill ,�AkR` T,L7 vistT EtAlwolsiuZi MSITST V Mall I MINIMUM ALLOWABLE SPAN SCHEDULE 5&� UMMMMIUN���'I aim "am"193" EAUM R"a 1110111111I Rf a, No am6wVOAAavIINIIGWM0W64N9A5TLs kOwOlWaw "N Owl 144sl, s 44Ai It41 MYTIM "OR FespsIOE SvXNifs,M `BMUIA t�nRotO" IN TAW! ARO�. Wtv� $101oMM Aft Ij~ 4, T� . to sott, ��tL Q, L.— (0i W­ SnTc:ti si RAFra AN�4.p RA a sm. WM Yana FASTENVI�. 0 al " 00 6.23, O.0 T ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- 2. SCHEDULE IS REQUIRED FOR USE WITH PCISTME LOADS ONLY, BOTTOM PrauNr INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, arHERWISI USE NEXT HIGHER (CONN nN` AS 1.01 1 FOR INSTALLATIONS OUTSIDE OF THE HVHE AND OUITSWEOF ESSENTIAL FAC=ES INASTM WIND ZONES IT HROUGH 3. THE GLASS SEPARATION SCHEDULE 4 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS IRED. 0 .OPTIONAL INTERIOR FASTENING DETAIL IN 111--al INTERIOR EGRESS PANEL DETAIL M R FASTENING 11 4 Z, So, z _DLOW"' AAW 3kk I85A 0 ' D-j- TYP. TYP , -011 L4 0�j2s" LSGW t- _leasVlolkol ftgi� 1 0.1)6 t L Ou ___ L , -42L�OW --� 2,601f �- L­ ;BWLO�LT -U" HEADER T_ 1380" MAX 0 313" sic` 631W ot Loi 12.5OV'PANELCNE we 0,2Qa NGTpA4a5y. �4Dz_U­UffL TYT IDES, I ilia 1- o3s ,1 P TYPI ANQUE� MACK NM WT 3961 ARGUE MDEIII MAX. I 0 I'Das r=r 3420' '23, NO, MIN. MAY, Q Y N MP S t 'jp;% j E5 L Cw1i4v!2,1 F ANCHOR SPACING 24 GAi PAWLS; PANEL FASTENJEW9 11 DWALT UTWQN kx 1 41 m '1 4,% 49 a L 40 5z 7z 311*11�W01111:1, 33 40 71.44 MV0,11111111 48 74 7W M_Twcow +1 4e 5z 11 r?", �061,vl at ALL VOINTS 10d LID SFr 4 44, 1z 49 SCHEDULE: 12.5." O:C. M14- MII DftTANCF S.s Tf ff U 49It ie 2,3" ]EMIGE'lGISTANCIE vor, <1 rz rG CI M C4 a C2 M `C* C� Cg r"a kn, Z4 -CL U C3 �C4�, 2 IT. 41 48 S1 71 � 2 0 1�� L40. 7s� 12171 6.0" 9.07 '; zV1 "I. lo V, 1601 ti 1�; !LL isg- &;L- 12'g, 28-D'.gg ,V­,kBg, 10+1.r Aso, 0. 3" .,a 5.2' 12,3" 160' Bj11 IIA" iw. 5.4" �,T 12,5" 10701 n� 16,10" &V 7,11 S-41 .11t.s. L5" 16.01' sml'� 5,4'" 1 Z,6" IJKF;0 " ELI" 4,11 " IZ,5" 16.V Sl' &4" 114' 0.0' IZ_� is.0" L4J" *UL g, z, VIS11 A 1.0­ �Gxr �501.1�.V, Itz, J.201 42.51, 1E.101 114.1 - 101'711 t,Lt, I Ur rMBU, 33 41 48 71 12.5, 16,Q., 16,1P. 101- iz.5' tz�t- 1,0' 111 MY, 14A' 8.1" 115,' 160' S.7' S.6' 1Z 5" 1&0' 9.7 54"1 1 irA,0" 110" I re, 7,D- 12,5`� 164- tXii- 54, 9.V 501 35,15" 12,5`1 1 1 r", "', 'd is z, 12.V1 i1ell-11ILM11", V4.-4 J��4- m 311 Trr 41 4IJ Ta '11"i, 14,0" 161 n.V1 A11� a�jj� 7, To, 15, - LISP" Tio": U.S., Tv, TO, F I _1 N, 130 i;IA11 S' I'll, BX a= 12.5" It"r z to CJ 85 xr r :J 121S" ISUN, 1516" 5,W. jas" J� S" UB it" JIL6i, JZ5­ 16 _0"J2_T, 11.0p ill, 12 6.01 116 14 5." IS011 2Z.5 ILVI 9XI 16Ir, 160 tt", iT.91,i,2., Al I HOW 41 k W".. 45, , * jW 64 ZZ I�T,. 1161T, 1 114" 5.9" V, Izf. 12.3r' IfiX" 16,0" 1, LLS!' 14. 22- �,V` �; la.IS! 16 - ji, -S, 2,S" EUGF-DISTANre ANCHOR NOTES: MAMI ALLOW. GE SPACING, 9AXIMUM ALOWABLE SPANS AND PRESSIORES INDICATED IN SPAN tWFOLLE�SHAULAPPLY. -7 RE A FNTEkANCRCR SCHEOU E BASED ON PANEL FASTENER SPACING, THE EXISfTING STRUCTURE MATIERIAL&ANCHOk-TYPE- SE-ECT:DW4r�NLOADGREATEkTHANDREQUAi-TONE,�ATIVEDE5IGN LCAD OWSHI AND SELECT,SPAN GREATER THAN OR EQUALTO SH UTTER 5PANSI CCNNECqONrfE "BED ON APPRoilgiALE Yioij"G CONDITION (SEE MoLNnNG DETAILS ON 3:, TA L STE I k DS ED CT;CN ALL W mizusmN% �NELFAGTENERSPACING TASIX VALUES FOR ALLIH,-Alo' 4Di 4 1 ANCHORIS WITH MANUFACTIJRERS� REMIAMIENI 5 00 E kM TO III CI)o BLOCK S, M S MINIMUM UOE5 5TUCW, FOAM, SR;ICK, AND OTHER WALL �Nr.rsHEE_ WALL riNirtiess stiAu SE LiMITTID-I LfI�4 MA*OR SHALL BE VERzFjEo dy arHm To B, CON E NOT D I IN ' MI MAY VARY, FIELD 9 WHERE P?jSTJA0STR=JRE IS WOOD FRA NG,E FISTIN 5N Y�UnTFLAT-MSTPNEFtSSRElr4TGADEQUP,1'EWOOPfF.AMING 1GECMQEZ79PLyOCOD, FASTENING AiCCE-TABLE C54LY FOR SID TOM_YWDOD* ECLOGUR"PIECEf` 4' ( MIN .) 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