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HomeMy WebLinkAbout39994 Harmon Grove Ctr OPO GG \G y4' `_ 7` F, OW t�•t`� . F.N ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Foxed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KNWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WC 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 Plt. 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. Flr. 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 A1B1 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 2575 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 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. \\\11111! I ltIIJJJJ� Q'' f kS E •• '•• N • V� �N • c r - �Ci U C�0 f 2 �� • C9 IF 1_0 R O F S\ O j/t/' '�Jrrtttttlut"� ` E S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W � E c� n g # C"W SO_J LL Q M G O N# LL W d �No LL 14 a C: Y cu Ly Z JLLLL o = ` ;; ag co ; :% A V7 m 0 J Z ILW a 00 (N Z 'n Z rn O O V U y Z ❑ ❑ ❑ W Ur Cl) Z N � z o J d � N V) z Ur o LL f6 N W O-� W 8 N c U LJJ J mi••,.,.. _ E cc 0 as C"::)w M CM Z � J tz V5 Z O o o > N < R Z® F XO oa 00 Z _ O oa 'Z lx� aZ N _ o ao ¢� mi ro _ . o oZ w Z �Z oa Z aZ W d T3 wLL o� �w r� O m zIr <� �O 0 (0 5 a r O0 : .0 C:) > cD � rn m o W O U r Q U o 0 m C O d' Ln co F.- _ (V T_ N = � O L r M C11 M o Z Z C E o y CU C n 0 � a o _J JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. C S M 43'-0" f P @ 2 STORY H.B. i N N 5-SH 16" DEEP OPT. ----- i.2668BF 8 IIIIIII II IIIIIII 24 2a REF. 12'4 2x6 WALL 60 I> m III1 Q0H� 2 � 1KITCHEN `F T CLG.;LL 0 u. M O I Iw 00 CC o IJ I 3. 36 36 .3 O W I { 0 r -_- -- -- -- -- I F I in O _ LJ Li EDGE OF SLAB 2" I I > I w IO N� BEYOND WALL I 1 O I 1 6-2"6'-6" 4'-10' 20'-6" co I 2 CAR GARAGE I I F -I 1 T DINING ROOM 8'-8"FLAT CLG. AFF PATIO 8'-8" FLAT CLG. I I I O CARPET W BUILDER TO PROVIDE I I I 0 2'-6" APPLIANCE PROTECTION00 I I I EO o WHEN REQUIRED PER FBC I p I I m O (3)2X4#2SPF W/ I S3 I I L - - - - - - - - --- 10 (3)16d TOENAILS CC (3) 2X4 #2 SPF W/ 4'-0" '-0" T N @ BASE S3 (3)16d TOENAILS N o (3) 2X4 #2 SPF W/ W.H. @ BASE sr 0 o (3)16d TOENAILS @ BASE --- ---I- - - - - - - - (2) #5'S io TYP 2 STORY � fr �I I FOYER --'------ I @ 3068 J O OI O 8'-8" FLAT CLG.- j - B `" S6 tJi twi tJi TILE o 0 16'-4' a T-8" T-8" T-6" 6'-0" ui r, N -- ,- TRIG 2068 B.F. - " HDR AT 7 4 -- - ----------- 8'-8" FLAT CL -- A1=F -----------I q 00 T 5-SH2x6 T WALL 4'4" 0.. (2) #5'S N _ 00 _ �1 FL T PLUMBING LINE ih O rah GG c00 O G _ TO SECOND co S3 �I - - FLOOR �I -D. (3) 2X4 #2 SPFs -8 FL G -- -- FLEX ROOM -tTIE_ W/ (3)16dFAMILY 8'-8" FLAT CLG. TOENAILS @ CARPET I 8'-8" FLAT CLG. BASE - 12 - _ = CARPET 42" SLOPING °P C r HALF WALL ° 11 °' A M O FLOOR G.T. _ 10 I o_ 00 _ _ _ _ _ __ __ 1 12 I 31 41 51 I I9 AC PAD 3ACPAD Up I I I I I I I 0 Tl 16R M I TYP @ 2 STORY J S6111110111110111110111111111110111111111111 I I I I I IS3 I 1110111117 illy H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 38'-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 W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X37J S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 271 /4 X 26 26 X 25 } S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J 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 734 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 381 52 J X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. r General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table 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. 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. M 1507.2 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET MW140MPHJ"" 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 11111111 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 11131 It 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: /l4 r=1 r-0rr (GARAGE / LIVING) .. N. ��i Q' • f••�S ti r U ff •�'• IF 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. N F o E `gym r OD N " N an0 LL 0 « O m rn 'oo °� J sc `� a dirNi a LL w a Y M LL LL d Ia V Z ti " K c 19 - . (p J LdL' OLL W �.-� _ cjcoMz Z UU-ILZO iYNO W ❑U❑ V M � z co cq z m z o � Q J - tl N N Z O (.7 0 -J ra O w sJim N c a LJ L `- g ! U ii C of Q N o • �w < z M 2 a E <� Q a E wo tR � �® oa XO �o ]o Q z O E N � a H p ao o Z ¢w �o N c o U m� ° oLL Z z _ U� J y m a� Q W sZ o gd Z d O W v 3 ao Nw =G oLL z �3 00 Jo. <! °F !o cfl zh ° a ° � 0 > (0 o (0 0 L 'C Q) o O U 7- _ Q o O C m o � d' U) ca 07 (� = CV 'r-- N It o r = rn L m E ,, N M o Z Z E 10 a f0 cE a U � Q 0 = � JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 1.0 TYP @ 1 CORNERS D2 U.N.O. c c d 2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT 14 13 U I oo/ 12 2x8 #2 SY P JOISTS @ LANDING Q @ 16" O.C. w/ SIMPSON A35 11 w CLIP C R LUS26 HANGER TO 10 U LEDGER 0 I 2x12 H R. w/ (3) 2x STUDS AT = EA. END FOR BEARING "PLYWOOD @ 9 ;n LANDING r I STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1xTREADS (TYP.)--\ 6 r CONT. HANDRAIL 5 /4 3 /-2 1 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. REFER TO SHEET (ST) FOR MORE INFORMATION 39'-0" 60 C5 1 Oo REFER TO SHEET (ST) FOR MORE INFORMATION R&S EGRESS CC FIBERGLA I I S6 SURROUN�i I I TYP @ 2 STORY I I W.I.C. I I B DROOM 4 � P-I 18'-0" CLG. 8'-0" FLAT CLG. BEDROOM 3 1 4 3 D2 FLAT U)� (r I I fr o CARPET 8'-0" I FILLM N 8'-0" FLAT CLG. CARPET 06) � = H2 D2 L, oROOF N - -T 102n - - G.T. 13'-0" TILE �' 52' - C7 11'-8" 01w Cn 2'-4" 4-421„ ir 00 N - LL oo I TYP @ 2 STCRY J rD ID N N 3' V-10" I S6 4068 B.F.- I I - - =W w � 4068 B.F. 3 SIMw/ U) p z Iri � 2'-3" �'� SHOWER - Lo- co T Co - co 2668 "' ------------- D2 3.5" x 5.25" ----------- EXT. WALL FIBERGLA TB R&S N to PL 1.8E TO BE 2x4 #2 SURROUN N o -- -' FB = 2900 iv SPF STUD @ 4'-0" 5' 10' 00 6'-1 5' 4" 2� 2668 13'-72' 6 U.N.O. ° Q i0 U) H1 ER T� AH " OrwD2R L6 i BEDROOM 2 rt 04 _ BA :1- C� - -- - ----- V 8'-0" FLAT CLG. w CARPET N ---/��.r�;. 24 a 0 _ 8- 'BILE: T; CrI I /� -' I CLL6TP i -- - L -F-IL-A-- 00 .�alIII i-n FLA ILoE00� 1III w� cCpL _LG a - _I u7 o - co - Co 2868 oo I - - HAYON BOX � T-82 1 A.F.F @ 6" . 9-lit2 2'_4" -10' 54"2'-6" I � C? r-� N o� 16'-8" i° rD 4'-02" T-71. 2' v OWNERS R.A.G. SUITE _ 1fi = __ , LOFT O6 H3 D2 = cn fn W � IX O 8'-0" FLAT CLG. CARPET F7115 I I 8'-0" FLAT CLG. CARPET <H>8 D2 - -- 14 M C7 `n - _ - ROOF G.T.rn - _ - `r' I LN O N 12 z :- - - - I a� 10 o TYP @ 2 STORY 4 5 6 7 8 I I I I -- -- 9 I I I= I I Q TYP @ 2 STORY _ o I N.. _ J S6 I I I I I I I STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4' (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING 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 318 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: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 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 directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches 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. SIN CONT. HANDRAIL RETURN TO WALL DETAIL. AJ some NTs SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING ° @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () MP34 OR LUS26 HANGER ON STRINGERS w/ z EA. SIDE SIMPSON A35/USP o MASONRY OR WOOD WALL, MP34 CLIP TO g SEE PLAN FLOOR SYSTEM OR Cr LANDING FRAMING o 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. Z a WALL) CONTINUOUS LEDGER REQ'D @ END OF w w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 381 18 J X 374 S. H. 14 20X50J 18}X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 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 J 36 4 X 50 S. H. 25 37 J X 63 36 4 X 62 1/2 S. H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 4 S. H. 33 54 X 38 J 52 JX 371 S.H. 34 54 X 501 52 J X 50 S. H. 35 54 X 63 52 J X 62 } S. H. 36 54 X 72 52 } X 71 J S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 1Anr RFV1 10 1.90 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 1 9'-0" 2x4 SYP #2 16" O.C. SPF #2 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 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 Table 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. 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" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 oD +28.3 / -37.0 of +26.6 / -29.1 of +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND I I I I I I I I I I MASONRY 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 "B1111 FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA 8 I -°� INSULATION REQ. 1093 1489 2582 427 35 3044 EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 R-1FACED CONDITIONED CEILING R-3 BLO0 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: 1/4"=1'-O" (GARAGE / LIVING) e��t+t�ittllfl►rrrr, � W N �?,O f ` cr U �O. O`4• 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. rn W v E Go 4 O mo 8 N^# N O C 0 ,o3%4tLLW �8 J LL W u)r-r�-_0 Q eiMv LL w a � a Y ii a. W 0JLL = r r o N CD O w 0_' O J ILWW�OjO7 Z_ ,n M Z LLODU a X rn 0 N In Z W ❑❑❑ z o� z o o J - 13 N N z o +-1 L � a w U O w o N c y N C.)� LlJ J H E gas 1 = t CQ N CD Z M M ¢ o U_ 21 E Wo `, �° >N Q N �® z x� oa U°U CL d Q ° K NM Y i ao °do wZ to U)= C ° y U F ° °Z Z Z J b ¢Z w Z 3 N ° o LL <° d �w � 0o yLL w aF =3 > v a zla $ 3 N O o13) L 'C o O U r N Q Y 0 C:) 101- C s m CO 0 � �..i L M = CV T N I' CD = C)r E � N .. o z Z N E O ca zi = a E v ?� U _JQ p 1 c _J JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 1.1 1 11111, , , 11 '['F' IM11WI'1111111 1 0 0 J 0 q M KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES j w MEDICINE -1 CABINET O0 `r �H Oz Oz U- Q U- Q O i CV > Mco MM 0 60 p p 9 4 4 PANTRY �,j v / HOOD O -,J OPT. REF. a RANGE KITCHEN 0 F- MIRROR 0 0 0 0 0 OWNERS BATH 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O CV FIN. FLR. — r -- _ - MIRROR �- L TUB/SHOWER FINISH PER - L _ + - << :- FLOOR PLAN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. Ir TOWEL BAR a ON BATHROOM WALL I" SHWR. a VALVES = o 00 CO SOAP CJI F- - to (D 00 o DISH U I - I I o `* to 1 M M � TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 M 4 CV O co KITCHEN 0 00 INTERIOR ELEVATIONS SCALE: 1 /211=V-011 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 Cr BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP " 30 H BASE 00 Y / CL C° 2x } icy 00 FRAMING M to 1 /2" GYP �? BOARD - T FIN. FLR. SHELVING CABINETS - 1 1-211 TO O O 1 T -1 M 1 N CV CV FIN. FLR. _ III ►LE PLATES ' ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI OW • Q'" f S E '•. s U *� O09.: t Fl. OFE$5�� \\ /�fill 1111111\ 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 CD Q rc` �E� O M N I-- # O FA � OOD N # Lli W a 0) <nCP o U- W (aLLLL o- W o 'rp N m 0, O W 0)� 1 Z ILN .0 a M 0 y 0 Z O U U y W ❑ ❑ ❑ M r' Z N MOM 0- J 0- � n - M V) z C.7 0 LL Cn 0 a V O „, s (/ ! (_, N '® W J EE 0 � � Q N o O W O LPL 0 z o tz o_ E �° zo� z® - x° U =0 O 5� zt C O C N< N a� o adoo a Z -- M o m� ' o z z z�= <w �Z 3 N w o< OLL ao v Uo NF �� � .j o O a 0 i5- 3 0 �OLa = c� L � o C:) U r Q Y o O C m r� C E ca N .V T O =T- CDrn U')r CN Ch 'Rt o z z � E Q �; a E 0 -1 v ui Q o � JOB NO : 21-5013 SCALE : AS NOTED SHEET NO. 2.0 -iw 80 E m un r` un N CAD d -v 0 0 J M rL0 I `N x m LO r— LO CV C) CD -v s 0 No J M 0 I iE:i to it 0 tp 0 pU J N 0 O 0 O d .O LO N ti FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. 1DR HGT. F16 EXTERIOR F1 PLASTER ON FRAME 25 SH - 12 25 SH 25 SH = 5 \ \ FLASHING 1" x 12" SMOOTH 2nd FIN. — \ �� TEXTURED ---------------------- ------------------------- -- -- ---- — - --- —----------- -- TRIM /BAN T.O.M. CJ / WEEP (CNI CJ / WEEP )RHGT. ——--------- ----I— —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- F20 F1 I I I I TEXTURED CEMEN I I I IOUS FINISH ON F1 I VCMU (TYP) F] I I I I F20 35 SH F1 FIN FLR I I 3068 16070 OVERHEAD DOOR F2 F21 F1 F1 FRONT ELEVATION - B 1 SCALE: 1 /4"= V-0" C10CD!^--1 AQC QW[Kin--1 C LEFT ELEVATION - 61 SCALE: 1 /4"=V-0" ------- T.O.P. HDRHGT. 2nd FIN. FLR. T.O.M. HDR HC FIN FLR CV co 1" T,ENTRY COLUMN DETAIL SCALE: 1 /2"= t'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. `v1�\1111ll ll"fill W N \1����°°°°��fl ZF J Q 0` �°' CG g i% "YOFESS`O?° ll'rnrrlliltl{ri�•�\ 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 Q r, vE op� N N 01 C 2r;w0, atLL W W �rNia�2 I-,UA a Y Q cc JLLu a W O Z tom°' o � C c OJ W Z LLW 00 0 -J a M Z X rn 0 Z N U OU � y ❑ ❑ ❑ U Z N Q z z � � N U' 1 Q)1, LL T V) OLL, $ N N YZ OfY � f13 r— in 2 g = L c in � Y N � o w cop Z ¢ U- a E 0 E oo Z �a zp °a CL O %O a0 �°U it ¢ Nra io ms C C ° U yOf r° Z, Z Z rn ¢0 ¢W Z Z d � FN a� W �LL 00 6i MI5 a °x °zld 3 �O 0 = > CO CC 0 0 rn c� W O U r a� N ^ U 0 C:)Q a C ° m Cco L / It 0) N04 O LO•� E c M Z f0 Z E O E y y ro C a U J Q p C J JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 3.1 11 Co CO Mi.r 60 MIV CV 12 5� T.O.P. HDR HGT. CJ 12 �5 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 2ndFIN. -------------------------- ---- FLR. 12 --FLASHING T.O.M.------------------CJ/WEEP -- - - CJ/WEEP------------------------- FIN FLR 9' RIDGE VENT 5068 SGD 12 5� — ROOF TO BE CENTERED ON DOOR --------------- TEXTURED -J CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH EXTERIOR PLASTER ON FRAME REAR ELEVATION — B1 SCALE: 1 /4"=V-0" 12 FIBERGLASS SHINGLE 5 INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. HDR HGT. EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. -------------------------------------------------------------------------------- — ------ FLR. T.O.M.------------------------ CJ-------- CJ / WEEP ------- CJ HDR HGT. 0I - o TEXTURED 0o co CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIN FLR RIGHT ELEVATION — B1 SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not Tess than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. iIII11/// \\`\`�\\\\\�111I) W N �.�` SRO f •� ` N • �� = `O. Z i F �O••' ., OF E S S\O \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo r` W Go F o B Q O M N r aL N N J O C �j J Lo O i; 0000 I Ri u; WW N yt`r- - W Q aiMa d YY�nn LL LL a y�5y Z '`r O L W 0 9 �-Fa c-4co m O W co a 1 N MZ Cr rn 0 v_jW Z O0 U ; �? z N z � z J — (Z � N M zC1 N(D � o LL , Tl ClJ � w o O ,,, 8 to c �Ln U e g r L L_ L Q N o • o w z � 0 f CL `+'i x o oo Da o oU Z O E N � aF ° ao ao °Q aZ ,W i ro N C - 0) U �g m� o Z oz Z > W 3 a3 0 LL go az W �p o w �o >° co za a o3 0O 0 = > CO rn M c� i` ^L W O O U T_ a) N Q o i O C: m O o � ..� Ln O) N d O = 0) LIDr E c Ch N Z z O a 0 � Q o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 3.2 0 . N I 2" 1" iv - iv 2" it oo -V VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �2 1 BUILT W/ STUCCO. EDGE OF OPENING ^N N 12' CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1-54 < 1/2" RADIUS 1" 4" VARIES VARIES rMCD ""`� —'N CAP N 0 N 22 " 112' VARIES VARIES -IN 1 4" 1 1 111 11 011 111 1 1/2" RADIUS T 41 �'--' 2 2 1/2" RADIUSL 4° E)34 041_N�_i�VARIES g�� 1232 �„ 1�� 11322 1 14„41'-8" BASE BASE aN 12° *NOTE: VARIES 8" 2" 3„ EoE FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2 2' EDGE OF OPENING 2" �_ �_ CP 14 1" 1-41 ki 1" 2a , 1-1/2" THICK 1-1/2" THICK O N 4" 10„ 24 c � � i- 10" 6" _ fCV COD- - iN Cl)6" 4L 2 N 2 4„ 3 2 2 iv tL LU 1-1/2" THICK 31" 24 �� �� a 2'-4" 1'-10" v 52 1 -5 52 00 IN 1 3" N _ co 104 54, 4 1" 12„ 4 rrrLMaa1'rrL VARIES VARIES 2 Q ^M r iy L:J 22" • VARIES VARIES _ r4l"8„ i�l iv r 00 1 CO R ,. CO 2 VARIES Q,1a 6" 4" N CV � Rg4r„ d. 2 KEYSTONE F11 b � OPTIONAL ' TGARAGE DR. OPENING 4" KEYSTONE F11 O0 � OPTIONAL 3„ � ��� 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 11" 1' 63 1 4 a" a 2 54" 2' -1 " 1'-1 54" 00 1 " _ � it 3'-8" 4" 3'-0" 4" 10" 1'-4" 101, 0 N 7" iv iv (V 1° 1 o (0 N (V bo O GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N O O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 00 a o N' o' N 9 ir> acDo v�i st a aycN�v ( r` LL w - � a YYn J LL LL a S of Z 0 f0 0 L O �•@Nrp O ~ W w O J a Z L N �Z O U ItDO Z W 1:113 m Z N co Z 00 N Z n Q 04 FORM V)4-1 N C� z CA LU � U 0 (/ ! W o pp C N U � ~ E t 8 i = 5 U o C U) rui • Q N O. ti o w Mz M z o _ E� F. -0 > ?® O E: U � RaG.Up oa ,a" "¢ ZO C N d 0 Z z� L r0 _ U hm m�0 oz z z J b QW ON W N 42 a � r o LLa <p Z Z go 0W �G c� J o CO W R O N rO W rn N m O W O O U r •- N _ Q Y O O m n1 O c W C V F.-It T� T N •v O Ln = O E c M o Z cc Z 7 O E y y `m C c d U J Q J JOB NO : 21-5013 SCALE : AS NOTED SHEET NO. F 1 I I I' I W1*ww 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 #14 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 150 AMP/ 200AMP E 410-2 copper to WH #10-3 copper to Dryer METER II MAIN V 0 or 4/0 SER Alu 200 amp 150 amp ==r UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 jCLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, 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 CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH j3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q� EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i0 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 12'-0" VE IFY METER LOCATION WITH BUI DER H.B. I 2° 2" Vf PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER /-1 MAIN FLOOR ELECTRICAL PLAN — ELEV—B1 SCALE: Y4"=1'-0" 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 Engineer's signature and seal. C> H Q o E N . CD 0 N c0 00 to J ik LL W 7 tti Q J LL LL C a tr 0 C)o Z tm _ W'mm Lu (V ZK ya pLLZN � cD 2 U Z N M o Z o°Do N Z r. a V I t� z 0 0 a-1 N W Ua O W g C N 'V) v I •-. ® U � W J E I'•,. U o c to 0 • Q N o Z M = o R � E �o Wa Z <R z® Q o E V LQ t� C co X U oa w¢ U O 2 U Z O N a� o �� aZ � i ¢o � mO � C C = Ox Z U "m a 2 o 1- Z N N ¢w gZ 3 0 no W C) ao 3. o O �_ w �o a� Mj V zla�o 3 0 C O 2 41(0 rn c� W O 0 > U T— Q 0 O U � m c 0 O � �. co 0 = N T— �t O CN r N = O rn m E M d o Z E O c FL J Q c J JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 4.0 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. 150A/200A INDOOR PANEL CENTER #14 copperto lights & outlets NEMA 1 150 AMP/ 10 #12 copper to 20 amp ckts 200 AMP #10-2 copperto WH 10 #10-3 copperto Dryer METER MAIN O0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, 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 CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �-4 IL� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FO' - - I I L I I I I I I I I r— i I I UPPER ELECTRICAL PLAN — ELEV—B1 SCALE: Y4'=1'-0" N 0 N U-) 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. W CD W R v E c� °�° O M 8 N ik _ v ? C> c W U)CL Mo u Jai[ a�Yg0 Z _j 0 S L W rtl o o W N tD R' O J �°'w 7' LLW r°oo a In M Z X 0 0 Z N L) U y ° U ❑❑❑ c Z N z N CD z � � J (Z � - N M z o (DLij � �N Q a m U 0 8 cLn �- rn ® U c rL J I =® _ � Q 8 t;5 c u) I Q o N Ol o W Mz o E z� Z® Z 0 coco U O a o � J d az uo � o �pa o l wz N � o o! � i. ro _ o o zLL Z Q% J y m ° Q W �z N 3 a 2. LL ao �w WcL o w� w� �o c0 zaTo3 2 O 2 In o co M m 0 W O O N Q U 2 O 0— C ° m O � E lit T v 0) N • I' CD LO = M LO r N z cc Z ; E O N w to a ci Q o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 4.1 cV N L0 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 0 Floor 35 34 5 17 1 8 0.0 0.0 0.0 (Zone 1) Upper g 2 Floor 1533 1472 210 736 53 368 411.0 135.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. '-ONE-1 ATTIC SPACE ►5 SQ. FT. ROOF PLAN - ELEV-Bl SCALE: %4rr=V-0rr Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 136 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) offillOtttt/V' _ CIA U. �0 •�� d C F L.0 •'••�"' �. ° •.•' try �� 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. N 0 W E v o�p 10 � N IQ V Q N O C n j CO (D ILL co N#. W M 0 0 u�tirLo Ewa Mv LL a. YYn ccLLu- a U 5 O 7S Z 0 V � L 0 ��Nco mO—j W crnrn ¢ a a Z 00 LO N M Z x N 0 < < h Z OULL ❑�❑ W V Cl) z N z � co J n 1 , V 0 lL T V'�`y ri V) OI^ ,,, g C) cli EE L t (, o N 14 Oto W M h O Z Q f Ll- pi0 Z o oo <R _® U ro XO oa 0000 zUp N i a� ao OQ ww � n3 NC _ C ¢o Yoz U Nm m� 0 Z� z J ¢^ QW gz N fn w Z aU 3 as �k CD CDa= w �r O Cp �t z¢To is C C:)i O > N L.L 0 rn W m � t4 0 W O C) > U r � N ^ Q rro U ' O C) C co C W Lo co T�[ v N • = C)° d' O LO LO r CN y o Z CU z , E O42) FL 0 ¢ o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 5.0 TYP @ 2 STORY J S6 H.B. ' I Mill ■ ■ ■ ■ ■ ■ ■ ■ F 41 10 —`12 STORY r CC (2) #5 REBAR to VERTICALS w/ in S3 6'-0" 5'- " b I FILLED CELL I I II r III o 0'-0" I 3 1 /2" 0 v o II L JII 3 I I I I I J r -' M Iljrl=�llZ -------� 33 IIL 111Fn r---- L -J 1 I 4-4 I ' r- - - „ N 4'-11" 0'-6" ■:� I I 1 I +CJ ih 4'-0" jr 0 ---= -- - _ _ CJ I �r� -- ------ �� - KIZTCHE SLR o IT Cn STEPS AS : SLAND I I REQUIRED PER I LOW WALLS I CHASE I TO I FIELD CONDITIONS I ISLAND I EDGE OF SLAB 2" ■ : I BEYOND WALL r I 3-1/2" MIN 3000 PSI CONC. L PROVIDE 1 2" SLAB FOR HERNANDO I S3 I RECESS FOR COUNTY ONLY I SGD. REFER TO LOPE 3-1/2" MIN 2500 PSI CONC MASON'S SSLAB OVER 6 MIL I cSLOPE 1/8":1'-0" I 2 STORY FOR WIDTH VISQUEEN VAPOR TO PROVIDE I �„ `BUILDER BARRIER I _ \ APPLIANCE PROTECTION CC 2 #5 REBAR WHEN REQUIRED PER FBC VERTICALS w/ in I S3 1 FILLED CELL I _ oo (2) #5 S iv _ N _ ■: I CJ ------- — — — 'J ■ N q b r TYP @2STORY L--------- — ------ :■ 0 (' S6 I PROVIDE Y2" x 9" -4„ SLOPES 2'-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ : ( 01-01. TOP OF CONC./ PAVER TO 8E 4" o 1/8":1'-0 L o 17' BELOW FIN. FLR. S3 I ■ rTm (2) #5'S 2,-6„ x 2'-C„ x l'-O" . . . I I STUB UP Td ; ' ' ...... ' . 13'-71„ ::. : ■ 1'-9" 0" a r — W/ (3) #5'VS E.W. ■ • I 2ND FLOOR PLUMBING LINE FOR A/C I TO SECOND I : - S3 tv I CJ CJ_ b <V 0 lI r ,- - - - 1 I 19,-0" his / L J1 } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO _ • • • • •: •; + + BEAM W/ (1) #5 REBAR VERT ; ; ABOVE SLAB TYP @ ALL PLACES ' I iv SHOWN HOOKED FTG. DOWELS 5" I `O o0 IT EMBED W/ 25" EXT. ABOVE SLAB ' � I ,j "GRADE 40 STEEL" I iv T ■ : ' �' HVAC CHASEA. �0,-0„ I BASED ON L J ( g' AC PAD AC PAD — — j I LOCATION 5'-4" .. 16'-3" I N GG cb� L------ ' S6 TYP @ 2 STORY o0 �t --- ----I-- —-------- I......... ................ .....I .............. .... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HRB 6 4' 2'-0" L 2'-0" 5'-4" 1 2-22" 1 2'-1 FOUNDATION PLAN - ELEV-B1 SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Wg CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" a� fN"� E •. �!Ft.00 •• s F E S V 014' Ve 'Irtlft(tlfilt'���� 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. r# W Q E o^o N D N 111 J J LL N. W C Q N w. � ,n co N a LL Lu rn_ r W QdM LL a Y�n JUJ.LL a i 5 0 t�� 0o _Z a• j 'io N (� m O J W W — ¢ Q rL Z LLW co N cNM Z Wy 0 OU U�(n Z ❑ ❑ ❑ C) c) z N M 0 z � Z n J — d � N E3 N M z � o Vi LL 0 •,�`y U u — M O w 9 N �N c N U '— E i0 8 I = L Q N Ol o � w M o a 0 Z Z � LL E z o Zy pN Z® L wLL Up ❑a Z C7 E D (0 as ao 6 O� L • ra C _ O � O U �m m F o OLL Z z J aw" Iw zz (n N 3 Q ova Z go a yw W oLL o w c� >o O Mj oka o § 0 12 N�y m O W O 0 U r a) N ^ U ' O O C W O co h = N T— O r N = U E N ch d o z z E O N B (o C C a ci 0 a o � JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 6.0 -- I 'I 1.147' M STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN TRUSS BRG. ONNECTOR AT LSEACH TRUSS, EE PLAN LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H 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 HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 - _ GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -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 (24/16) or 1Y32" EXP. 1 (3V16) TILE: 15/32" EXP. 1 (33"16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t5/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ��* 7�ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ 11 CJ 11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 112" 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 1 1160 9 - 1Od x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 1 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 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 / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 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 X CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-1311 SCALE: %4'=1'-0" I F,N -.- - 4 * CD�O �- - \ E S S10�A\\\\� 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. H o E n m V (0 Q - N oc"a M a � F- r. ii W d c_c n C , U_ a. S Z _ccav 0 � P W ig W L T+ 5•rprlc_o UL O J a A�°'°'co "1 L L d o N MZ IYNO _j O U Uy Z WCD ❑ ❑ ❑ z � � CD z V J � /� �/ I CN] lZn V lL 1 , W Um 0 w N N Lr m U c ;l o c co Q Y N Ol O w z cn a J_j U_ z goR � O0 f° 90 O a UO ca C C)Wz XU a� oU o °< z N � o < wz ¢ Cb, L N C _ U °o "m ox Z z f/J Q% J a b Q W s Z N 3 0 LL ao �w Wa� 3� �s a EED ilaT ° 3 0 C:)�1�yy �1! O rn W t � 2la W O O U T_ (1) N _ Q o C) a C D c CO ° � �.. d' Lo o r N vi r N = C) "RT O 0) LO Z N M ... o z z E O cc C a E 0 a o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 7.0 i II .., ii + RSH ENGINEEREDDESIGNAND CLADDING W NDFPR PRESSURES AND SUCTIONS MEAN ROOFOHEIGHT ST2 VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >ZO TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft I,a Aa AREA ROOF 1 2e F 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 -�,------------ r-- , — 0 r�� 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/s" EXP. 1 (2%s) or 15/2" EXP. 1 (33�1s) TILE: 1e/32" EXP. 1 (33/1s) , NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/" x 0.113") NAILS '—�—'; r GI I h 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED "k WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF ]- 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. /0% UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 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 1 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 " 1005/915 *' 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 518" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME A. W/ BLOCKING "X" HTS 20 1 1310 1 1245 1 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 logo 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od 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. IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 2 1/2" SDS WOOD SCREWS FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL (1)5/8"ATR. (STORY (2) 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' 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 a SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B11 SCALE: %4 ;lii g�,Ow/v NSE• �' . ._ <C 2 OFE S S1 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 $ W E ao ao M Q m at N CD04 J V 4 6 C1 _j O 7�a0 N qk LL W tl� rn�r a u- W a �C, LL a �[ M LL LL (L w T. L r0 VO 0 1- �. S 'Ew :3 Cc CV (O a' 0 J W GO a Z N M Z K rn C) Z O V U 0 U) W ❑ ❑ ❑ U Z N CI) Z � Z � J -Np ^N, llZnn 'p 1W V O LL j T W e O W o In C �un (� r— in U � '— E '. W M c ¢N0 s o w m o z LL zo wo rN aR Za Q U co a a� o 3 oa w 0 00 Zero o N a��Z az So wZ " L _ r0 _ ¢ p z Or U Nm s m0 oz Z Za C� J 0 b QW Z o¢ a0 W N U 3 a o w � =k o << �o co Q oa ZQTU� o— C O i j O� 01 f0 W O C) ' U r (D N ^ ' U O O C o co C Al O W (9 F., = CV r N •� Iq O LO = u E M d' c o z Z C E O N Ej c a U J Q 0 J JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. 7.1 A M r ` '1 I-InIR r W ^ WI - GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1 T-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 G1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID W O W 0 /5 BAR CONT. 8F12-1 B/1T V' LINTEL DETAIL SCALE = N.T.S. on 00 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1 T U < 00 tNOMINALL tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precast lintels = 35M psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. #5REBAR MIN. AT C-D (1) REQ'D LEAR ALTERNATE POWERS STEEL LINTEL - e °O a #5 REBAR AT TOP ° O G .M.U. _ ! ° A MIN. (1) REQ'D 4 1-1/2" CLEAR J < ° ° ° a n n z GROUT D c2 ° r, J 0 Q M, 114 rn to C.M.U. ° 5 REBAR AT t<- = ° BOTTOM OF Z rn W - W. ( 4 o LINTEL CAVITY 0 u~) o \ O -BOTTOMLU o (Lru ci z REINFORCING ¢ < O > LL - 7-5/8"ACTUAL PROVIDED IN LO Z d w rn D D 8" NOMINAL WIDTH LINTEL < <' O � °. �o 5 REBAR AT BOTTC AS INDICATED (VARIES) U)) Lo M a- `: �° 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 ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" 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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL �18 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 CA ) 5'-8" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" saN\\\I' '?\ R01w 1 V • '�. - U �I* F � 4.0 SS10N*\�N <Io��ltlf�lllt�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. 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ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING N L THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF WALL L ENCLOSING G 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y22" 9/4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF V 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 W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER BEAMS COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - r C ncrete overpo and mortar along the foundation perimeter must be removed before exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS,BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. � 1 t 1{ i l t i t�►/ tt�� ````�� -z %v Q p(C14, 0 F s S Illtti{{I � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a $ p EOD o r�i 8 C N(3) op ^ J LL W a Mo'0 MLLL U-aY u_ WaU Z �o 6 1 WM r m '� N (O W 0.' _j J W Z ILZ 00 0 _j a of00 MZ N O0 U _j y W 0130 V 2 V zM � N M z � � z C J a N M V) z F. (3.) cD (6 U w � O ,.. N to c 04 U l.. J E 2 8 _ �� r~ U9 Q C0 0 N �s o w M M o Z a 9L � w0 ®�v E 9OW? w OC6 O Dz_ EO ao wN �� ry C m2 o Z z Z a " aw �z O o0M Z no W Xw H� >O o c w, a O '^ rn m W O 0 > U r � CV ^ U ' O O m C:s c CO A� V! O `i td 04 = �f O LO LO = M Ict o Z O E N `o c a U _j Q p JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. SIN L Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8' 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-011at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" a - c� STUB -OUT FOR o ° LO GAS METER 0 a 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking II.ca3"f1OrIllnailsWR"nc Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D \,� (see table below) DO NOT cut, notch or drill flanges FILL CELL w cr- C> STD. 90' CONT. #5 I HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS �— CONT. #5 BAR 2X TOP PLATE #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM 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 III INTERIOR BRG. WALL ate/ TJI PER PLAN OTHERWISE SOLID IBLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule ead tinn Series �tB End L_olntermedlate 2-8d 2-8d- -- I BCI 5000s®I 11-7/_8" 2-8d 3-8d 14" 2 d8d8 5-8d 1 Clinch nails - (/7z 9-1/2 2-8d 2-8d when BCI6000s®r11-7/8" 2-8d - 3-8d possible ✓ BCI6500s® 14 2-82-8d 5-8d_� -_- 11 6" 2-8d 6-8d i 11-7/8 2-8d 3-8d Tight fit i BCI 60s® 14" 2-8d 5-8d 9 ��� Ti - _ 16" 2-8dL__-6-8d 11-7/8"-3-1166d _ 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s8 14 . -1 5-16d _-- 5-16d required when indicated or 4" max. 16" 6 16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* pitsWhen joists meet over wall, provide �1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — A 1Y2" ROUND HOLE MAY J 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. _-,.Install tight to top flange. \ 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 —: 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 �� -r --, requirements / ° 0.6 X Joist `depth �- T _S. I -JOISTS BUCKETS N.T.S. I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ ' ' • SEE PLAN FOR--'°• • . • FOUNDATION INFO STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR 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 nln� I ir!nTln A I Tulnt I rKIM TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION 4 d. / `PVC OR SCH40 SLEEVE rPLUMBING LINE d L A. z co � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE � G ° ' .a e G ° ° n° G a .a ° a ° a T'r SEE FND. PLN. ol SIZE & REINF. = < ••'.,, FLU........ i�lliZr?0 o • ESS1% 0`�� /1111111t'% 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. tlf W H 0 v E � n o # Q6rNi V LL Y JLL LL aw Z � ` °' M L M 8 O~ W �y Y. j '� N f_O m OJ J f W Z un 00 Zp a a a Z N co o O pV UJr�n W ❑O❑ CD z N M z � Z n J Q) N cn W a) 2 1'r fCS U N LU W � a O W s N C ) m $ 8 z � • Q Y 04 8, S � o w O zM J E 20 WO � }N QR ZA O E v ~ <. 20 UO W, 0° z O E N< aQ zo az w �? �a ¢ m, o z�_ �oz U N U Z Q W N < ° zz �J 3 a 0�50 � a N W W U 3 aij N �k o <g �O a r COO V' zla ° 3 0 c O Orn m c� L- 1= W O > U T— •- (D N _ Q U - O C0 �- 0 .� -0 �. Lr) I\ "a co = N 0) T— N = O IT O 0) to E c N M z M z E 10c ig 0- ci a o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. SN 1 rn 3 00 r- LO CD -o v 0 0 0 -J M L0 I m u7 LO N S v 0 0 a r2 L0 I c i C 3 H a 0 i O a F- E 0 0 ti 0 v U I U .a i a 0 0 q t- LO L 0 0 a 0 .o m 0 V/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4WWF OR FIBERMESH °' 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER $ o ° SHINGLE ROOF, SHINGLES TO e­I I 4E. . BE IN ACCORDANCE w/ ASTMII o D7158-CLASS G or H, or ASTM ;rd D3161-CLASS F, -,l _ 12 ACCORDANCE w/ TABLE I I I II I'—�� (NP•) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I I —I �i II—► I I I 8- RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FLFV_ VARIFS/Jlf�\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c E , e 00 6 MIL VAPOR.,/o I — Z - BARRIER ; p ,� 1 D r COMP. SOIL. I° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS 0-H.D. RECESS : . M2 • - 50 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) /7 SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x 10" "J" BOLT @ 24" O.C. W/ IF SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/(10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @24"O.C.) 2" x6W1.4xW1.4 ATTACHMENTS 2� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH z �31/2" MIN. �31/2" MIN. ° , ° a ELEV. 4-3 1/2" OIL I. - a ° ° ° ° a ° ° A.F.F. O ° , ° 2x4 CONT. ° ° ° ° °° a ° g° ° o _ ° ° 1/2"(min.)-4" -- 4 ° . 9— 31/2"(min.)-4„ ° ° ° ° `N � ° ° c GARAGE DEPTH VARIES ° ° ° 31/2"(min. - 4" ° • — 31/2"(m n) -4" - _ g ° _ —T� iIII L �� (2) #5 CONT. 4„ 1 8" (2) #5 CONT. 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN. SHEARWALL rcNTYPICAL BEARING WALL @ STEP K'CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GOP" L� 'INVIDGJP� PGS' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C ,o 0\ NN os INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR T 2x P.T. PLATE ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE o. o , ". ° .p M z FINISH GRADE °D M GRADE 40 MIN. F= 40ksi #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] 25' MIN. LAP [30" MIN. LAP] z D °O 6 MIL VAPOR BARRIER t> o ° — 0? T R 1 7/8" —� Z #5 REINFORCING BAR NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM W END OF 2" x PLATE W P U vaJi 717 e a- _ _ rrwi-1���I — o e •�*�ill• -- COMP. •IL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM E AN 1-4- "' III—ill=III_-1�I���I�IIIII�III11�1���1�1���1�1 �11-III=1il FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° "v GRADE a Op • _ _ ,Q II III III II _ (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS A M CV r M60 �.••' . 4, 'III •�:• •�. ':'•' �I SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST 2RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALAh • INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ee a co - I� _ — cV , r M 6 MIL VAPOR T _ BARRIER 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH r, E o . T Q „-r m 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 10" (TYP.) 8" 11-4" 8" #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN a TOP OF BEAM SEE ROOF PLAN c �; . ' : ° e ° (2) HTS20 FOR STRUCTURAL r BEAM SIZE & TU a CONNECTION INFO - d d' 2x4 #2 SYP P.T. FRAMING w/ _ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/ s 8" z ATTACHED PER NAILING FOR REINF. INFO. I OPTION #1 w ° SCHEDULE o: a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=1'-0" �,S3_,) —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING zz-­ 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -. EXTEND FILL CELLS - TO FOUNDATION PAD —INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. T ' M CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 cal .= r WWF OR FIBERMESH ., 1 11 w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 0 ? C7 � z= _ 1= a w w p o _ `� � GRADE a - —I I I 111- ° A = = =I I=1' 1=1 11=1 —11 1 1 1=111 w — I I— I —1 I- Z - — • —•'— • °• — _ I — ° —_ _ 2 a 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 0-0 FIN. FL%^ I I —I —III—III—III—III I I —III —III—= W 1 III —III —III —III —III III=1 =1I1= FOOTING isl BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 110��ltttt!liFi �Ft0 ����• 26 U ;• �yO pF �„ tu o%" \\\ ��ROpe s s l q�r�rltttitlt'����0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E O N y0 C' J LL a0q in�;°D a ajMv W. a Y JLLI- a W 5 :i ° .i r_=� V7 m 0 J 7• N c`�') Z LLWGo QQa a x r0 O Z O U U N W Z N o Z � z J d � N V) Z v (D o +-J N (a W Q A W U O G) w o N c w �N = CO w� E 8 i 0 ° Q N �� o �w Cl) (h i O Z LL a E oo <� E Co r0 O oa 00 Uoa ZFo—J NO I— < zp w%� W `o C < x U 0 m o Z Oz Z to J m a ° Q W z N 3 � 0 M o az NW W U ¢g Qa x� o y' Jz w� �3 F > F° � C z¢ a OV3 °O = O °' rn t0 0 L � O jU — o) N _ Q Y O O CL m C c CO O _ �\ Ln = V% T CV r N •— It o = L r d E M CV o Z 6i ,= Q a = M E c� 0 Q Co c ° JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. S3 m LO co 10 v x 0 0 0 r'M U9 io 0 v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) 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)10d NAILS ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 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. 90A 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.) V--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL F7 L TO DRAIN DOOR OPENING DOOR OPENING ❑ EXTERIOR F0] � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 li d ° u 4 ° 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: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J r W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ,.� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. / sFF 44N�v 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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. 2 x 6 P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE r AGE R (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (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. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S.IN" S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD - r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 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 REINF. 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. 90° 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 • 48, SPLICE STAGGERED • N. \ �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —i a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING �-11 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) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING a I I d 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 d L d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #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 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 te • 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 11 NAILS WALL BELOW 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� SCALE: N.T.S. S4 ezz P' .•• SE�• •'• Q, : •�� Off' U r � = s : FLOC z�ijt 0! \\ E S St,O, ` tttNittt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W QO M it 8 N ropes N Or-,J lJi 5 o 5 rn°°oo N LL a Q aiMv a Y U- a � Z_ J at�O 'Oo a W Z Za -Z0 a Z Wn O U ZN U_jCn W ❑ ❑ ❑ � R Z N Z ma) z c� N M Z � U o u- a--+ U 0 w $ N Ln Of Cq U m ~ J E 3 ml _ � U 0 U) z -0 • N see c w co o z U_ E M� _® O 1, �° o< oa 00 oz z N L < 0 Gp Z 1 ro N c o U mU mi 0 oLL Z Z J QW Zz ai 3 ¢m 0 LL 50 aZ -w W) ci 3 <o �G J o O J= w �0 a� co < ° 3 O > (� O rn �o c� L_ W O > U �-- - a) N _ Q U o O m � � ► / c 0) T M 04 T— LID N = Itt CD r E E c c N LO (h 0 z = E O 0 a U � Q p c JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. S4 3 m r- LO N C) ril 0 0 0 • J "2 LO O 0 E J a� tZ 0 0 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)11 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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILINGt7p SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS NAII ATTACHED w/ 1 Od 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 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3 @ 4 O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. 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 ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0 I ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2"x 8' 'J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE TL 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 TL N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOP r M M x SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS -WOOD TRUSSES `� - 50 � 2"x4" CROSS BRACE APPROX. 8" FROM zz -2x4 RAT RUN BRACING 1 12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS D� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE f, (2)16d NAILS 2x4 BLOCKING @ 24' 2x4OIC L CKIN �� (D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 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 =FA " I -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 I 1 1" SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS it TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 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 K"4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING W/ „ 10dx3 @ 4' 0/C (2)12d TOENAILS -. � 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: 1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL N (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL("ol0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 5 75 lYF v I^a _� all - \ TI a a e II a_a a • e a ell a ^ �n all ..a aJ III _� a a �e I ° a� calla dae CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —CON 1. BEAKINCi GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU O 9 L Y CORNERJACK IY W z li O HIP FRAMING REFERENCE PLAN 0 z W CL \.BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: /-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 REQUIREDZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll IIICII I e � AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)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 wiv P .SE........ % \� Q : Y 612 •: p, �' '•• F L O '�/ .4, OFESSIO� ��'�ttlittifiilNt!\!\i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 v 00 0 8 0 G FAF om � ��� °'�' # LL a 0 �No a z Y QjM � S J u_ u_ Z m � H .c •@ N co 0, Oco ILZ co a Z N Mtoz W0 O U U y W ❑0❑ V M C z N � Z iZ z r; Q � UN Ln lz^ v W m o l •a`� U O w g N c Cq N YZ U LU _ s � Q Y co M W ri M ¢ 0O Z E E wo o� Wo > Z® Q O Ro ap oa 0 o<0E aZ�rZO <o . mo 0 Z11.u0 >z z < N LLNW Zz 02< 50 W U �� it � az w` =3 C> 2 a� �U �0 Orn CD m W O 0 ' U r ry > 2 0 L.L C o m I— w C E CN r— N CN r = O LO Q E L c04z M o f0 z E E O N y m a E 0 _ ¢ o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. S5 1' ' �_� •�+'.-rnl�lm m' Il��� "•Rss •"�i, I. I p. 11 L_j p , I, 1 1 1, II m m LO N CD 0 0 J M CM 4. 4 .0 0 i a 4v S 16 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 4—,-7 INSULATIO 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)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY c E Ca. ° . . V ° G .e II I I{=�111IIII�'J III I .. 6x6 W1.4xW1.4 I I— I I a •. ° 4 WWF OR FIBERMESH �11— II °. xf:FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1l8" THICK. —INSULATION PER J� CHART ON FLOOR PLAN B R S6 S6 ETAL 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) M LLLU v 4"x4" INSPECTION PORT AT = 0- EACH FILL CELL TYPICAL LU AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE c0 •III I II-1 1,-Lir III-11 I' . , ,J= I I-1 I l= 11— STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTIONri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" 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)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— 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 FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE WI O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES:'° USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED Q z PLAN INSTALLED PER MANUF. r 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1 ST 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 CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. 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 SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" — B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 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 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • �e — •. A, . CO A 1 III I I (3) #5 CONT. ON 3" 811 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF W NOT FULL HEIGHT SHEET C z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w = SOLID 2x o C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X w o_ U x �w M+LC x E F- 2x STUDS WW BEYOND. in SEE PLAN g \�2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4'/2° S 1/2" 1 g 1/2" SINGLE NAIL EDGE SPACING DOUBLE � EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERMALROCKING SECTION X-X sr��No FFp�o� N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) QxrFR\ 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 MINIMUMSi" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w ­i PENETRATE SURFACE MORE THANX". Z _ O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0@ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 2 @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w r=0 O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL 0 w J LL ¢ 0 = O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER Q F O 00 a wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z w 2 LL @(2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL N ,, O= O MEMBER IF GABLE END LL N " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/7' DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 4 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r `r WWF OR FIBERMESH 1 C • e d A �d ' . . ° Cl) -III-III_III_II -III=III-III I I ' . , IIIIIIIIIIIIIIIII ; 1, I I I d—e• a •. e ' I III-1 I I=[ (3) # 5 REBAR ON 3" CHAIR 4• 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2 (1) LSTA30 4'-9 (2) (3) (2) (2) (1) LSTA30 9'-16 1 (3) 1 (3) (2) (3) 1 (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. W FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 91Z 1 ' O r � Q` 5 F L 0 •••'•••....••• •g o /i/11,4O S S IOS `E ; llliltll To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W Q W) ' V E � N 8 04 N Q a- J), w_ u- CDa Y cNn 4 vi LL JLLa�0 Z 130 13 L M v C) � ig . N CV m x O J ILZ LLW ��pjO' d a = N MZ xrn0 O U U rrn IN 0 z N M z $ Z n J — N N M z LL [n Uj O1, $ Ul c �LnCn _Cn '. U d — o 1-- J E of•... w U (S Of 0 0 S� c W co . S Z LL- E Z Wo Y N aR z® Q 0 E (J N ♦— RO oa UO z 0 O — ra N (O p <z ao � z az ai L QZ �� mp C _ y U Ott Z z - J m �m Q W fz � 22 Z a0 N ��W W ., o << �o a x CO 0. Z Q124 p U 0 c O Oa' rn c9 W O _C) •> (D N _ Q T x o C) U Y1 0 VO A to Lo co O = 04 1--' ■� r N = L E N 0 z Z E O i a c°� 0 a 16 JOB NO : 21-5013 SCALE : AS NOTED SHEET N0. S6 i i W 441 4 4 'yfc II -purr rjj 3 m 04 N i' 0 _v_ x 0 0 t2 Ln m LO N CM C s 0 0 J t2 LO I / Lv z iY 3 a 0 a N L C d i 0 v 0 U i 0 d 0 i 0 v 0. 0 0 0 0 a 0 z LO .o fn Q R rm 0 N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FULL - CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 1 F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D -2x8 BLOCKING FOR STRAP 2x8 SYP f-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 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 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED — i / 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR /// ZL 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x SYP CUT TO FIT BEARS IN WALL ---2xl2 SYP BEARS IN WALL '--2x6 SYP 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I" X 2 J" TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 T" TAPCONS @ MAX. 32" O.C. / G.1y TOP OF ..ff11 STRINGER VS / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT=7' r STOP '� [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 2x4 SYP BLOCKING FOR STRAP /2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) / AT STRINGER CONTACT POINTS \ N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" Z t PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" —STRINGER 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST STRINGER (2) LAYER" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 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. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" NVALLJOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW MALL JOINT YWALL TO /ER JOISTS) L POST LET INTO iLOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" )�E w 0.4 eGj '• !� F L( ''••.......••� �'/z l �RO1ESslo irin11 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 W a 8 E 91- O C') cc8 N F_ * N N V J v G fA LL ��aqD N at LL W tnlQr-L-_ W a o a- LLaY u_ u_ ". z J o '0¢O NUZ W�O'J0 a Z NMZ vma¢n 0 ULLO y W ❑❑❑ Z N Z Z r; (n N M z 01 �N U' o f6 U w � � jr TC• (D O W s V) `^ YZ Ly N M e s U o c v' � • oco w M Z o S Z U_ �� w.o ooa Zn lz z® a2 o H uoo z O E N W i o o Qp 0 d w �Z7 4: L • ,p _x z m0 zz z J 0. a w 70 0 a 0 _w 11 m� ;+w i1 �� 0 w�- a z a M. O >� O rn m f0 t:7 W O 0 > U r a� N Q LL U > O O a C 0 W C O ca It 0 �� = 7-IRT CN _ N ■ O r = O01) LO E N CV)� Z M c O y 0 n U � Q p JOB NO: 21-5013 SCALE: AS NOTED SHEET NO. ST s 0 W _2 I! I I ! 'Y14V,�H�IRV 3 m r- N 0 cc it aci 0 S 0 O J M LO 0 O J rn L0 I i z 0 0 3 t- 0 0 0 3 <R 11 2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ( DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB (REFE;tt UNACCEPTABLE INSTALLTION MAX. 8 , P.T. TO PRODUCT TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPROVAL FOR C APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR P, (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" x4 P.T.AND 3-1/4 LONG X 3/16 1 FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCONS #5 REBAR NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16"x.. (TYP,) FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 11 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 11 3 DETAIL D. 90° HOOK (TYP.) ` STD. 90^ 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH CELDLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONK. 1x4 NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦ JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH .. FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2'L No TC @ FIRST COURSE ' - SIMPSON HGAMIOKTA 12" O.C. �° w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL NOTCH WEB AT THE ' +5A FIRST 2 COURSES ` TITEN INTO BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PERFOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX =1610 #FOR 2 STRAPS SEE NOTE 1 BELOW 7. FILL 1st 4 COURSES SOLID WlGROUT R 2 -0" 8" 1 X 4 FURRING SOLID BLKG TOP OP BTWN. 1/4" x 3 1/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BRG WALL TYPE 2 x 8 45" DIAGONAL (4) 10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR 7NH FASTENED PER NOTE CONTACT ENGINEER OF RECORD FOR ' ' SCRIBE (NOTCH) POLYS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 2 BELOW CONT VENTED OR SOLID SOFFIT FURTHER INSTRUCTIONS. �� •� • BACKSIDE TO FIT ARCH (4NTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP OVERRAN .;.CONNECT W/ 8d NAILS B BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS2 N.T.S. w/ 3-12d NAILS, TYP. x 4 SOLID BLKG. FULL ALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ( ARCH FACES W (4) 10d NAILS THRU OSINTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INTO ARCH BLKG. PER DETAILS A TAPCON PER OR THRU 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING INSTALLATION -A PROVIDE WDW. INSTALLATION DETAILS 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. FOR OVERHANGS BETWEEN 3/4"To 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4W' WOOD ) () 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3/16"x3" TITEN2 16" O.C. @ ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE INSTALLATION 1-O° 5r-O° MIN. 4" EMBEDMENT AT 16" O.C. [F] (PA) GUIDE SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY STRUCTURAL SOFFIT TRUSS COMPANY OR PLANF 2x6 #2 SYP @ 24" O.C. SFO 1 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS >1'-4" INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" • , EMBEDMENT INTO K. B-B /4 MAX ) PER NAILING SCHEDULE ALL MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > 1'-0" SHALL HAVE MID u ! O • • • ° ' • • • ; • ! • • • #5 BAR 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i BLOCKING PER R704.2.1 *REFER � ' '• • 1.0" •. D ° CENTERED W/ V ` ° '' 2 BLKG. & BUCK 10 w/ H2.5A 2X6 TO 2X4 ( ) TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* .:' +� IN TOP o • 1 X 4 FURRING Sd NAILS KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE E x CONT. W/ NSIZE d ' MONO FOOTINGy •A• ':' ' ' '° x (3) AND REINF. PER PLAN -- VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ' 2 X 4 #2 SYP SCAB TO SIDE OF .► • DIRT • � � Z IN TO BE STALLED 4'-0" MAX SEE PLAN TRUSS SHOWN FOR O.H. UP TO 2 -6 r 2X O� g • STANDARD o BUILT UP PLWD. BUCK - E LE RHq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. • 9Y HOOK 04 SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + ` + + FNGTN (2)1 Od NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD + TO TRUSS TOP CHORD FILLED CELL ��. �., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: �. . • �. _ ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .� V, Lr �, �. �, �. IVV, .. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �,LOMA Ilk - ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L + BLOCKING AS STEMWALL FOOTING SIZE AND B-B SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" TRUSS + + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP .. s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °� ,� ° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W .W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" SECTION @a ROOF EXTENSIONrM #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'-0° SCALE: 3/4" =1'-0" O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 2 w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE M 1 SEE SHEET D2 AN SIMPSON HTT4 w/ (18)10d x THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :: ° :;: o ; o w a v REINFORCING AS FOLLOWS: =;,.t`::. SEALANT FLOOR PLAN FORD 1/2 NAILS TO STUDS & (1) - MORE INFO � 1A M * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c e p 5/8 DIA. ALL THREAD ROD J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIED w/ SIMPSON "SET" �� EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & Q _ to 'n FILLED CELL SMOOTH. DO NO FURROW. ° o _ 3 MIN. EDGE DISTANCE ` N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT 00,.I — GRADE o. . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: Cl) REMAIN FREE OF MORTAR. z ,\ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" ` 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. COVER EA. WAY A S ECTI O N I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. ` � 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION `. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" RETROFIT FOR MISSING a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" I I r `�`\``�O 11 101 • V � ; •� . JI:� J VjV U: 0. •�� • 4't !, ••. F LO CIFEss%o "NO Nk rrrmlit�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W a E co V .o m § � C0! N �,��Lewa 04 v La. x4n a JLL LL a z 0 rm�* � R I w o� O w � N N m C O J m �j�mrnin Z_ L W a N c,4 Z w C/) O a Q U 5 y O U Z W ❑❑❑ 0 Z N Z U) J o. N z w 0 o (a) 4-J U N w Q A O w 8 N �N c04 .9 'S c� w I c c2o r. Q N a, I� o w =•� log p ZzZ Q J U_ a E E OV z o Wo > < z® oa FT io XU U O o O oQ Z o N E a� a z ¢¢o Ez L ro NC - a ¢p yzz Nm mi o Z fq J < <w z 3 �; 3 > o o z go a z W oLL z �F �_ a � za o3 H > CO m L 'C o O > U r •— W N Q U o O m � L0 co O F. = N 1— N �h O r = L E N M �' Z M z E O a c°� _j ¢ o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. SS 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. DB-<�" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----L WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING J � BETWEEN TRUSSES SECT, A_A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS 8 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 )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT %A'N� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" BM. SPLICE OVER �� CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES T, >.,�T Z —,J� 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR y w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 81 NAILS AT VALLEY TRUSS 1 NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d �L_ COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS NAILS TO TRUSS EACH END BETWEEN TRUSSES ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR S D) NAILS TO EACH VERTICAL GABLE LOW ROOFNVALL BOTTOM CHORD PLATE MORE INFO. N STUD) SCHEDULE N TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN VARIES W/ 2x4 BASE PLATE W/ 1/2" PLYWOOD % NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x ROOF SLOPE _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING EACH COMMON �I WOOD WALL _ SIMPSON MTS12 w/ TRUSS/ FRAMING ,! BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER z Z� zzT NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON STUD TYP. T&B PLYWOOD S — - -- (3)12d TOENAILS TO - a HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR PLATE BELOW - — ---- OR BONARY WALL BEAM BELOW: SIMPSON HTS20 w/ - SEE PLAN FORA 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL SEE TRUSS PLAN a >< MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO 10d x 1 1/2 NAILS @ 4-0 O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION e COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �+ SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION a@ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY g CONNECTION r22"" SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS ��j DETAILS & SECTIONS NSE • J •, _ O[ " • s R_ FAO 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 Q LO d' E Co M O N 8CD (A 0 O N J 80 77 O N # LL W 0 l[7 rn c'' LL U.,a a Y Q.6M 2v Wa y "13 �_-- �H Z O i W t O~ W '�N O M J W Z Lco O a co Z C se O Z do U � y W ❑ ❑ ❑ v M v z z o v J - N M X u 'U N o a W 0 W s Ln �Nco c w U E r 8 N a co w 9C:) M z o z U U_ E E ZO Wo Y� <0 Z® 14 o �_ x0 0o d1 oa _° O� Z _ (_ wo o <=�o wZ �� Yo zCO= UJ U3 J m < w iz W N 3 V H r� az �w =G �� �LL =I; J � CD J= �0 �I a 5 �U3 0 O 2 = >O � O c rn c� L � O 0 •> aD N Q U o O a C: ca `0 c Cfl E Ln 0) = N T_ N = CDd L r E N M o z z E OCA a o 0 U _j Q p JOB NO: 21-5013 SCALE: AS NOTED SHEET NO. D 1 '�-w" O 4AA u LII. ■ MMI���� 1I 1 A n 0 0 0 0 a N N (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. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES 16" O.C. °� (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 BLOCKING INFO A Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR OF MASONRY & 8d ° BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 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 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q 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 B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. (L A SIMPSON LS30 w/ 6) 10d x 1 1/2" CLIP IS TO BE E w/ SIMPSON LS30 w/ SILLPLATE CLIP EACH SIDE (6) x 1 74 OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END OF DJAMB • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SE Q/S4 FOR REQ'D °� G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO SIMPSON MSTAM36 STRAPS 10d 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) w/ (7) EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING 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 LP VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN 2 () SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o c SIMPSON MSTA36 STRAPS w/ (26) 10d J TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING 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. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOORr3N)I,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 AQ SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD CONNECTION IF MSTAM36 SET OR NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END 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 NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C 'I AT 16" O.C. U.N.O. QD SIMPSON SP1 w/ (10)10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER ' INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN QE 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 VBAND O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 O 2 x #2 1 1/Z" (USE SP8 FOR 2x8 C B H B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 N SILL (MAX. OPENING WIDTH 4 FEET). JOIST & BLKG. SYP U.N.O. ' WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, OR LVL GIRDER F{ 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 W/IN 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 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. 16d NAILS & 5/8" BOX HEADER SEE PLAN E F TYP F F EXTERIOR HEADERS (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" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o.°o. PROVIDE BLOCKING SEE FOUND. PLAN FOR FTG. RE S OU Q HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS ° • : ° a • ' ____—a o � , � . , - TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B El OUNDATION 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/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED :i (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (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 OTHERWISE DETAIL CAN BE IGNORED 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 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 MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ - 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. A�qT �02 Fs�B.. x�T 2x STUDS 16" O.C. @ W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE tijjN OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR IS THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 GREATER 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 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SI MPSON (2) MSTAM36 w/ (7) SI NAILS & 1/AM 6 TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING � CENTERED TAPCONS �.. W/3'201C� NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. 0 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. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM K" FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. iH1/11Izi f._ ro OF E S SI O1 ►ll►l111111 � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W a �Eoro 8 Q OO N co J ao N alio �,nnu�i a (prt LL w _ dMv a YYnn JLLii a 5 0 0 m 0 J W •j. ��� i Q a N Z ODUJ� ❑ ❑ ❑ W z N o Z N Z n Q W � � V O C g ® U W (0 J E $ ml ¢N� s o w M O z LJL 2L z o s 'z � > 3® O I— wo xo <a oa oL �o oz 0 Z o N ru 1. .ow ¢o wz ro CY _ C U mo o 0¢ Z� Z J am a 1z v� 3 cL� 0< LL go W N� 3 o� 'o CO `- °< z¢ a 003 C2O = > (O 0 m L 'C 0 O > U � N ^ ' Q O U o m o Cfl � ^ T ' L J M V+ F, T CV r N •— = Nr o r 0 E __ M z° z E Oy � a 0 _j a o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. D2 1 1• , 11 _ � 1. 11 1 _. 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 - 2) SEALANT JOINT OM 5) SEALANT FROM •, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED 6) TOOLED SEALANT REQUIRPER EMENTS 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 WEATHER RESISITIVE BARRIER TAPE (PSSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. DO NO- BOTrO cl enrr_I SELF -ADHERED FLASHING HALF ROUND WINDOW 1 LI'9V1 IIIYV 1 Lf1V1111YV SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary I WEATHER RESISITIVE RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v \ 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK M SELF-ADHER ��1 V IYIIIY Q2 l'-A" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR w m Q Z_ a_ a Ir M WIZ d PLASTER STOP _ W CONTINUOUS BACKER U ROD & SEALANT W W 2 IY Q� 0� Lu W A _ Icn RIM JOIST 8 z WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER 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 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Q 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. 1 SELF -ADHERED FLASHING 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 INSTALL SELF -ADHERED FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp FLANGED WINDOW (SEE DETAIL WPOI) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER ` Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, o (BEFORE FOLDING. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASEADHESIVE AS SHOWN) SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF THRESHOLD flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings �01 _LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 om SELF -ADHERED FLASHING INSIDE CORNER �Ground7 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 {tt THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER shall be Installed at the following locations. 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 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 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. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. W t r R 'st t B 7.7.At built-in autters. a e est an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER - - - SELF FURRING (SF) LATH PLASTER ACCESSORY R SHEATHING,'OSB', PLYWOOD, DENSGLASS :R\-XS\a Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish I Note: - - -J I The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster ACKER ROD A over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N O N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a � E o cn8 mr x O N J V 0 tNp =' i� iK xc " w N io�r�. LL w a a. YXn v ay rNi - J U.ii a 5 0 0 =�0 0o _Z 5 -Fa Cq fl O W 6 Co 9 Z IML co a N M Z W N O Z pV U�uVi W ❑ ❑ ❑ Z N O Z � N z � � J a � - N M � �v LL (D Cn E1J Ow 8 N c y '® U a 111 J - t � I z� Q N 0 < Z M J z O z LL E zo g� �° Z QN Z® r'. oa UO f6 16 co fO x� as �O O< Z- C O G Nao i 8 ao az Z T N � 1 yo mf Fo ' 'aw Z 4) z N 3 oa z 58 W u. ¢ a y w ~ ~ ?a3 7 �O z O Mo Milli! CIOa <a � zI< � 3 .o O12 2 CO CC O 0 0 O Irl- .> ^ ' O O U C .2^, m r E Lo ca F, o � �t N = O a) LL0 E M Z N CO � o Z E O cc C a U � Q 0 � JOB NO : 21-5013 SCALE : AS NOTED SHEET NO. WP F -• HE 61 RP fOKVNE Mounting Brackets (10 Gauger a-1n•x4-tn•xz-iie See Anchor Schedule: Bolts 1 /ieDfa: ANS Gabe. (Typ.) Bach Cross 54pp01rt (May be cut to W► Alght Bracket (1, eGauge) v 5{PoWSe +� A/C Unit Bottom Edge Hurticane Strap 41 (Typical; 3 im front) Washers Front Cross Support SeH-latking Nuts (may be cut tow) Left Bracket (16 Gauge) p 14 Self Drilling Screws mru Bracken a Back Cron Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) Sl,stti. IaaMLlpnlJa .,•••�...h,e.. as rwHrLal enrJs � l�kemuar Aar Bea•. fm WA Florida Department of Business & Professional Regulation P,9e1 a1 Building Codes and Standards s oz1 Product Approval Application Detail Sffis ErA* or !tits F1lt 2eLtP Jffit TyP, vwnm MYWraduw emend Endner A Urann VsiWabd By validated akbreded Ill Aporowl atdus AMmddn 2020 Smart Vere Predicts, Inc. Mkh"104ahaxn Hermes F. Were P E. Locke Barden P.E. 12M612020 12ASM20 122&2020 Appro-ed CahillSa "ha"' Cempmente P lar7) 441-9366 673"8 (33C 30D-1900 &p6Ca•or). Paedas h utcl.. a Revel a lod- h104asmad-teem New Technology Corrpaarice stained Evaluation Repoe front a Florid. Registered Achtect era Licensed Florida LLB Pro!-lorkr En(jneer Alas 1 Board Derecdodon 91aaIy itagurance Cadreai E "'mion Door Aporovedtpr in HVKZ Use Approvedfa oubdi ruse a HvHS Impact Remedied ggggn la -re 1 SmertVem Model 015403101 Duel Funamon Flood and ventilation V. 12/312020 Yn Yn N/A *100F 100 2 SnartVam Mod.101540d19 Duel FundiOn Floodend VerNl.Un vas 17n 2020 Yes Y. NA *100i100 3 SmartVem MOde101540520 In-1.0. Food Vent 12n12D20 Yea Yn NAr1I'll 01 4 6mertVsm Model 81540.521 Im- I d Flood Vn1 12/312020 Yea Yes Nl A .100E 1o0 5 SmartVanthl 181540-524 16&gad; Garage Domor Flood Vent 1N312020 Yn Y. NfA N/A 6 SmanVerd Mede1 e1540,17o Wood Wet Ineumad Rood Vent 12/312020 Yea Yea NfA +100f.100 SmertVant Mode14r540-674 14. Stlgld; Garage Door Flood Vent 12/3112020 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Pe9at all Building Codes and Stardards tn4 �21 Product Approval Application Deail J s9t EnM or. go 299 Yaks parKsla Jots 7La vmion maadaetuxar Caiad Engineer a Ueeoe V.IkWad By "Naiad Eaaaaatl FISC Ago." ADVOYsid mg- ReNdn 2020 Dr.)* Meiele. Inc. Jasarx S UnWe Zachary R. Pees Locke Bowden P E. 0BM W2020 08A82020 0820no20 IOMS 020 Approved caatgoa : Reding 15O? 303-1511 P&74021 (3341 300-18DO aMoaagery: Moral Reading Khunetagideamet.00m CanpWtme Method Evelueticn Raper, fan a Florida Reest.red Archtea ore LkMhaed Floride R•duaimal Engineer Furtura4eBlRrbuad, rtf9a Proaaet Medsi. NhhmMr or Namti QualkyAGW-tWcv Produet Deeadedoo Cerlstl BmlratlMi - Approved for Usti AmrpvedforUthe impact It In HVU Outside.111015 It. gggl premisum 1 Drexel Md.l Robing Systems DMC 1010INS, DMC 15085, DMC 175E DMC 2006, 1213117M Yam,No N/A 104180 DMC 5V Florida Departrnert of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 or 3 1/ f.MZl 20 egg Dale PMidre Jn Lug V.1d.D AWWWM FSC A ... i it ,Anibayyg stare Revlalon 2020 Therms-Tru Corporadm Iteve Jasperw Lyn4on F. 6chmidt, P.E. Ryan J. King, P.E. OT232020 07f122020 07292020 1 N132020 APVo Category: Eaedor D- ODO)843-7629 PE-43" (613)767.6556 akbdlati. Swinging Extenar Door AnenUaes slaapereon®nermeW.to Compllancolllaahbd: Ev Whon A Iiona m Ronda ReesieretlArmitect or a Llcen sad norhda Professional Engineer FIA20ilM Practical OlMaty Aasrranee Approved for Use Approved for Vas kirmad design �eg.4 Product Mods lfurbat or kmome Product Deeetloaon Contract llminllon Dale In Hwa Outside HVNz ftmdart $g}syst 1 nTh.-a-Tru Fiber -Close. and Smooth -Star Nanh.16&AW;B 8quttlmpact9qubt: Opaque 12/312021 No Vas Yee WA Composite Edge Fiberglass Snye Door (Inawamgl0utewh0: X mnflpurapmi 2 hne-Tru Fibeenic r-Gend Sn mgg-Rr In Tan Nomn&N til S39;68p1atlmpadahWd: op. qua QfVr l No Yea Y. WA Canpoaae Edge Fberea.a Shgk Door with SNeate(U (InawnplourswinpXO OX or OXO ronflguravons) 3 c. Thernle-Tru Fbm-dexk and Smbo 3ar Nonnal S&NW:B &wet lmalcmaua. Dpe qua 12f312021 No Yes Yes WA Canponte Edge Romoriss Double Om Mth or wmxout Sidertn (hwhgeXnswng XX or OXXO configurations) 4 1. Thepne-Tru Rber-Gawk and 9mzdl-3111 Nonk"I 6"Wo &qud;lmpulaqud: Oblique 12A12021 No Yes Ya WA Canposl[e Edge Fiberglass Single, Door llnawhgrO lr`g: X e"n"unuon) 5 e. 7h.-.Tru Rber-Genic and SmodhSbr NbmaI88Ji39;0&qucl;lmpaa&qud: Opaque 12,31 FM No Yee Yes WA Compost. Edge Fbero- Snoe Dot with Sidene(s) Meek"Jou swing XO. OX a OXO configured-) 6 f Th-Tru Flbr-Gaadc end Smpce*etar Nunhel 8AI kO &qukt lmpWbqua; Opaque 12/312021 No Yes Y. WA C4mpol Edge Fbaen. Douse Doer •Mal a without Sidanes(hsWhgFoUb g. XXa OXXO connpuretims) 7 g. Tharme-Tru Fiber{Aassk end 5mogWSbr Nanarel 6a139;6&q+ct lmpedBquol, GlaxM 1213lrMl No Yes Yes WA composite Edge Fberal s Single Door klnsw "taw deg; X ace lourelbnl 8 IN Th.-.T. Rber-Clnslc and SmoonStr Nnm.l B&a38;8 & udt 1m0.106W t. Grazed 121312021 No Yes Yes WA (:appose. Edge Fiire... Shgk Door with SdeemasIi1 hW0utawing XO OXor OXO cernlguntions) 9 I. Thelma -TN Fier -Classic end Smodh-SW Pbnhal 6&A36;B Lwt Impaa&gat. Gleaned IW 2021 No Yee Yes WA Composite Edge Fiberglass Double Door with or without sid.ktn (hsrtlg"DuNwhg XX or OXXO -fig urabn.) MA 12 I. Thames-Tru Fi.,C4.-e and Smoo n S Nornnd 8Alb9;o &Wetimp,dbqua; Gdned 1213ifMI No Yes Y. WA C-p-M Edge Fbero- Doubt. Door with or wnout Side tea (hawhgK tl g XX a OXXO o-figuratonsl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pell at let=I February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategorylSubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS I+67.01-67.0 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01 40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12131/2023 D. METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boras Tile Saxony 900 FL7849.16 - F L7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp, High Strength Concrete lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the fallowing information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business & Professional Regulation Perot d3 Building Codes and Standards 17/2021 Product Approval Application Detail ode fr[n9 ar - � - -- Au Batt date Pennants Din LL21 YnlaD I amil cWmar, Saaglard E yallidaed ar Valid awkm= F13C.E,,,,I Awed 2111& Revisvn 2020 The-J. C.W b- stave Asperaen Lyndon F. Schmidt, PE Ryan J. King, P E. 07Q20 320 o7M 2r1m 07292020 120 0/1320 App,-.d Category: F dmm r Doors (900) 843-7628 PE-43409 (813) 767-6555 &ACategary: Swryng Exterior Door Asaembial slaaparsbnothernabu.w Cornplkrca Md hod: In.,"'I" Report tan a m Florida RegisteredArchkea a a Lknaed Flodda FYcfeeslot tt Engineer Product Model. Number or Name Praorict Oescrtptlal Qualify Areaence AoorowdforUbe Approved n.t vHZ aldata for Use H Impact PASIstantpienslra Ji!!dgn 1 a. Theme-Tru Rber-Classic and Smooth -Star Nominal 69#39:8 "Wirrxpaa&qua: Opaque IZ312021 Y. Yes Yea WA Composite Edge Flboglasa Since Door (Inswing/O.Nna ng;X crosguranon) 2 k. Themle-Tru Rher-Clnca aind &north -Stem Narind OU39;8 &quakipnd8quok Opaque 121312021 Yn Yen Yea WA Composite Edge Fiberglass Sngro DoorwIth Sdelite(s) (InawlrglOUrrlrg; XO, OX. OXO cmflpnetln.) 3 a Therma-Tru Fiber -Gestic and S..."tar Narind e&IM88WdA ped&quot Opaque 12r312021 Yn Vas Yes WA Canpode, Edge Fiberglass Double Door' with or without Slddtn (inawingnoutswing; XX or OXXD configurational 4 d. Thema Tru Rbar-arose and Smooth -Sir Nominal 8941139;0&qua:lnpnd&qud; Opaque 12/312021 Y. Yea Yes WA Curpo2Ko Edge Fiberglass -Single Door f hswinly0utswinp: X cone W ration) 5 e. Thermo -TN Rber-Classic and Smooth -Star Nominal a&#nAa,grd;lmped&qua; Opeµle 12/312021 Y. Yea Y. WA Ca+potte Edge Flbergler"Snee Door with adopter.)flmwiNe0ut drg: XO. OX or OXO bnflg n ei-M B fTherma-Tru Fiber-aa9ek and Smooth-&ar N[Mna 88439A&Wa;hpad&Wd: Opaque 12/312021 Ya Yes Ya WA Caryo ttb Edge Fiberoa" Doil Door with or min M Flldeltes mmwingnOulawing XX or OXXO cwlqureterm) 7 g Themes-7ru Rbar-gasaic and SmodhStar NaNna 66R39:8 &qua: r"cI&qua Grazed 12/312021 Yn Yea Ya WA Carposte EQ. Filimoaas Snoe Door (hswinglOutsw•irg; X cm9gundon) 6 h. Themia-Tru Rber-Clatmelo antl Smooth -Stet Nominal 6&4391.6 &Wa;gryxd&quo!: Gazed 121312021 Yes Yea Yes WA Oampoeite Edge Fiberglass Sinop Door win Stldta.) (In%Mn@Oaswllg; XO, OX or OXO configurational 9 I, Themd-Tru Fiber-Chse. antl Smoah-Star NaxJn l 88a3;8 &q ml;lmpad&quok Glazed 12F512021 Yes Yea Yes WA Carpoete Edge Fiborgless Double Door with or, with out Side to fmswhnWout-Ing; XX or OXXD cmflguretinSi 10 1, Therms-Tnl Fbo-Classic and Smooth -Sim NaMnal Sall 0&qud;h1(M daWae Glazed /2/312021 Yes Yet. Yea WA Canpobte Edge Rbergin. Single Door (hswing/OutemeIng; X cmtguraton) 11 k. Themna-Tru Fiber -Classic and SmoaRStar Nominal ait*39A&qua:krpaa&qud: Glazed 12/312021 Y. Yes Yea WA Cerebella Edge Fiber^%Snoe Door with Sxlellme) 1lrrovingAndawing; XO, OX or OXO cmfleJlaliol 12 I. Th n Tru FIlq .CIa c and SrpmrSx Nominal 8&"-,o&Wa:1mpad&quct Glazed 12/312021 Yes Yes Yes WA Composite Edge FibagW,, Double Doe win or without Salton drurainiiKkdawing; XX or OXXO cnfguraions) 13 m. Therma-Tu Fit-Classge and Sm.N4A.r Nommtl 69#39;8 a ot:11r ped&quot; Opaque 121312@i Vas Yn Yes WA Canpoata Etlge Flbogia. Snee Doorweh Bqu d;I4o,imped8quot S c eltais) COnpuntlon9) Ig 14 n. Themha-Tru Fc.r-4nalc and Smaaft star Nominal 6 q ct;kn m d1 8qud;h4ed&qua Opaque /2/312021 Vas Vas Vas WA Cmposte Edge Fiberglass Doubt. Doe with Aqua:Non-Inpact&quot Sidelines (InswinglOutswing: OXXO coMfMJrethn) 15 p. Theme-7ru Flbnr-Olnaalc and Smooth -Star Narima 48N390 &qugi;Frpaa&gild: Opaque 12/312021 Yea Y. Yn WA Co pbote Edge Pner9laas Single Door wah &giet:Nm.lrroad&Wot Sdeike(s) (hswingl0lnsa•Ing: XO.OX or OXO cmrgurahone) 16 p. Thalma•Tru Flbery lnslc and Smoah.Ser Nmand 8&ai390 &y t;Frlped&qua; OPeque 12/512021 Yes Yn Yre WA Cominewa.Edge Flborglen Double Dxarwllh &qua;Nm lmpad&quok Sdelaes nnaWnyOubWng; OXXO configuration) 17 4 Then -TN Rbar-Cessic and Smooth -Star Nmanel 6&R39;8 &qud:ebn-In@;oc! d; Opaque 12/312021 Yet, Yes No WA Co poe to Edge Fiberglo Snee Door (h9aing/Outswllg: X confguraton) 18 r.Th-.Tru Fiber-Clawkand Smmn-Star Nominal 681l&,Wot;Nom m1p4d&qud; Opaque 12/312021 Yea Yes No WA C ompoeke Edge Fiberght. Snee Door W kh Sdelke(a) ar twlrglOMawing: XO. OX or OXO cmfgursim9l 19 1. Thmme-Tru Fbm-Genab and Smbdh-Sir Nominal 6&Il&gaa;li Irpaa&4a: Opagae 121312021 Y. Yn No WA Cmp.e to Edge Rbergkn Double Door with or aid out S6sika onswinglCutawing: )lX or OXXO aaflour rims) 20 t Theme-Tru Fol r-0-4. and SnwolRBbr Nadnr 8SIM.0 &gra:Nonlnpaa&qua; Opaque 12/312021 Yn Yee No WA Carp.M. Ed." Fibrootima Single Door (h.vinglOutaw1n9; X cmigur Lion) 21 u. Thermo-7m Roer-Classic and Smooth -Star Nmfnd 881RM08qua:Non-Impad&qud; Opaque 121312021 Yea Yea No WA Carymdi. Edge Flberok Snee Obawlh Sdelkws) (ImwlrgDaswlrg; XD, DX a O%O cmflguratlonsl 22 v. Thermal Fber-Classic and Smooln-Stem Nominal 8B8391,0 &Wa:NoN4m0ect&qua:Opaque Q1312021 Yn Yee No WA Composite Edge Rbergk8e Double Doawith a with but Sao!"' (Inswing(Outswing; XX or OXXO configuration") 23 w. Thrma-Tru Flber-Classic and emeon-Star Narend 68439.8 AW.I;NkMmpna&qua; Gloated 12/31)2021 Yea Yea No WA Corrposite Edge Flbrga. Stop. Door 1 hswingA[k"whig; X cxxdguretin) 24 x. Therrr ie-TN Fiba-Clesie and Smooth -Scar Nmand 63#39.8 Agaa:N-InV.a&qua; Glazed 12/312021 Ya9 Yea No WA Copoin, Edge Fibetolan Snee Goa with Sdote(9) (Inswbgpdawing; XO, OX or OXO configurations) 25 y. Therma-Tru Fk)Br-Claselo and Smoor aar Nornind 68R39;8 &qua;Nax-Impaa6qua: Oland 1=12021 Yea Yn NO WA Coposita Edge Rbaoass Double Doorwth m w. out Sddkas (In9MngrDutawln0: XX a OXXO conflouralon 26 z. Therma-7ru Fber-Clasalc and Smbo"ar Nominal 869390 &VOtMon-Impaouqud: Glazed 12/31/2021 Y. Yea No WA Co rpcede Edge Rberglass Snee Door (InWrtg/Outswire: X cmiguraton) 27 za. Themra-Tru Fiber -Classic and Smooth -Star Nominal 8941&Wa;Nm;rlrryaa&qua: Olezad 12(312021 yes Yes NO WA Composite Edge Fiberglass Snee Door With Sldelaatal (InawirgOutaW ng; XO. OX o OXO -figuration.) 29 ah Theme-Tru Fiber -Classic and Srnonh-Star Nominal 88t390&Wa:Norlmpact&qud; Glazed 121312021 Yea Y. No WA Garpoate Edge Rboglass Double Doorwfth or without 9de4ltea (InswingrOutawing: XX or OXXO cgnfiguntiona) Qft im Version hall. ReMsiot 2020 Th--Tm Corporation Ce rtow. Exdaia Door. ambCm&ppry: Swinging E.I.M. Door Ammin11we9 Cortplim. a t hat EveUa6m Repot tan a R. id. Rgeiered Architect ore Licensed Florida Prbfesoimal Engnen $sea, HLtluel Math. Nhmbat a Ibrne 1 a. rberria-Tru Fiber -Classic and snoohStar SraYa ilea! Yrlmgtn I Raviaicn 2020 Mt Wrd-and ooere Category: Exterior Doom aua@dagary: Sldnp Exkrler Dom Aasembli Carpliana aNaxod: EYaNatlon Report tom a Florida Registered Achitect or a Licensed Florida Prdesaramd Engineer MadY. lianbor or Ibrrla 1 9ERIE9 420 ALUMINU M SOD 2 SERIES 420 ALUMINUM SC.O 3 SERIES 420 ALUMINUM SGO REINFORCED 4 SERIES 420 ALUMINUM Soo REINFORCED 5 SERIES 420ALUMINUM SOO REINFORCED Qa nrpt Versloin kWmraeturer R.MSicn 2020 Wryne-Detm, a dvidon or 0veehaed Door Corpoaton Calmemy: armor Does SubCAIDO : Secrnal Estero, Door Aseembin C,Rgliarta Moth ld: EYdudln Report from a Florida Registered Anchored a a Uansed Florida P=lonel Eneneer it" Product Ma]aL NrrtbM or Name 3 80qu181 DO18100 F1105 10 8000A1001 =F1123 Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval AppllcaUon Detail Page 1 of 2 Ir aml Intr. or 20 ads GgeCIDilOa JtiGe Contact Ednam&Uvalde, Validated 13, VR",d Subinnittedl FBC Arm val dggyytd 11111111161111L St-Xvp Lyndon, F. Schmidt. P.E. Ryan J. King, P.E. 1OM L2020 07/122020 0714WO20 1011312020 ApPra:ed (000)943.7628 PE-43409 (813)767-6555 slaeperam@thdirattu.co m Ou, tv Aa ut- AomrhatdforUse ltrlaud cleader, Proud Description Sr!ffifd.E ..Dale in WVIZ lta,ktt PLlaau Nomina168, M:86quotNm-Impact&Wa: Opaque 12(312021 No Y. No, WA Composite Edge I merge" Singe Door gnadrpKwtsWirg; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages a 1 pum1 Enters 2" list Data Jima S30taB1 EndnaoraLkama VeaddadBv YfulImbeell FaCAdmental 1A,,Md Sam [rent Stinger Luls Roberto Lomas Steven M. Wish, PE 10A8=0 101062020 1092020 12h52020 Approved (717)385-3330 PE-62514 (717)317-8454 bsitingeremiwd.com Product tl D Quality Apexrrvhce Approved for Us, ARKm 1,MVMZ OutsWameB d 2Luu iagaet italgtand g� Enmin SERIES 420 ALUMINUM WC OXO 1213I2024 No Yes No WA 145-314&quotx80&qud; NON -REINFORCED SERIES 420 ALUMINUMSOD OX XO. XX 1213112024 No Yes No WA 96&qud�808kyot; NON -REINFORCED SERIES 42CALUMINUM SGO REINFORCED OXD 12f31/2024 No Yes No WA 1453148quot xrA&qud: SERIES 420 ALUMINUM SOD REINFORCED OX 1TI312024 No Ya No WA XO. XXBe&qud0k96&qua: SERIES 420 ALUMINUM SGD REINFORCED X" 121312024 No Yas No Ni 143&qua:x96&qud. Florida Department of Business & Professional Regulation Par I bit Building Codes and Standards IWM21 Product Approval Application Detail Ent& or am Jata Date Palmsm 90 Grogg 13lealser 3 Ucense Valtfaed By yy(IJAW JBAn*ttd FSQ Andrevai Approved lily Dwayne Kanish John E. Scales Jamey R Amesm. P.E. 1Dtl2I2020 092Vn20 10232020 12A52020 Approved (w)763-8121 PE-51737 (904)821-52M dkom Ishst Wayne-datm.c om Quality A.auranea Aaaev,d fa Un Anadv,d for Ua, ItnaoK gealia", Product Descnalon Corrrxt almiratlon Date In.li =side tivliz ISeolergt Ja�ean. 9&63g; Max width. 14&A39; Max height, Glazing 1213112021 No YeaY.r Yee .31.ODF35.00 avelkDleIn top or inhrnediale, section 1g81138: Max Width. 148N38: Mix height. Glaang 12/312013 No Yes *30,OOh33.50 ..sic In top or Inteanodlato section, ^W W Cn Cu O O U 0 O O M - c M cn C O Q 0 ca O O LL p CU > � .E O O CL I- -0 .0 W a Z Z W J E W O O O L W V o0 � Q W Z Z Q J SHEET NO. PA 1.0. N N Florida Do strnent of Business & Professional Regulation Dope gu Page i a1 Florida Dope of Baseless &Professional Regulation Pagel a2 Florida Depedmeft of Business &Professional Regulation Papa 1 a1 Florida �pertmeM of Baseless &Professional Regulation page 1 a1 � O � V Building Codes and Standards N52uilding 021 BCodes and Stanre2 dards 5 D2+ Building Codes and Standards tD21 Building Codes and Standards IWD21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L C 0 CL 0 a— O Srs9E Eon B31t 2" Da4_pm.6g dire Sat! ._ _ Cg9ly or am R&t 1ffitEmADa 20 dk Eatlscar J21ta dot Data Pmdm asps S.g� lndv « l�Lt Bit! DM• PMHins 20 1Yaa Yio190 lA�M'd LQWMKAlkemt Yi1aWtJdl( lommo FBCAa min do d�4a 3i@! Version 2 t,,w S8ffiad FoasorA[Jnoet Vali�tl.sL YWW.aa Rhos m FeeAmraa.l a Etitlu. lY.at Y![a9a !Magi Ss1Effi VWI MedBy yer�d FBCAmmvel I'iina Ilia! 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Single Hung bstrri romlwe-ern BetlCate bslange l+'d coon W -0 U � V .reltayQasae gory: Snaa Hung Iraar.kl@pglnduadesc EWCatapory:Hmizatal sitlr rQm.. - Cappilrn Method CoMtcaion kart a Losing m C«rplerca Method: Crti cabon Mark a Looting Cerrpnrrw Mashed: CwWoaaon Mark or hang an Compliance Mothod CMtlacaaon Mark a Loar9 O V FLS741607,W Rtiauels coast, A,— Astonished for the Amrw.e for use � Dead. � O • L Ant grouts Yodel Number Malmo Predict Deaerlaaen contrast Excitation Cott In HYR OUWde Hil S ! Es t O GodiLLayA�eai Aproved fan Usa AmrWed f«Uas Dodd 2 105 SH 52272. FINFknge Frame IW GSingle Hung 101p92023 No Yes No +60i oualw A,rrars A�anodf«u,a Amravae rr Use �B�, � Amruvadfr Usa Aboroved for tin )MQggd � M &a V..2 Macias. Mob, w N,— g a In YM¢ gyJ I 1�.,=n Lem6'tahtl Gleaa Al"Al"Product Modal N ml or Marro $q$�„Qt�d)�11 Contract aspiration Ore ID-ILYmz o liter dam. $dad: Product Model. Munhr or pip its HVHZ Resistant P,—,O 1 a 1 607, 70T, n7, T47, 75T, 777. and Bar Single end Pei, of a Flush. Gtaaed. and Louvered single and Pairs12C112es 025 YYes Yes WA 2 SHSSW flange Mosel. "Pad) Vhi Single taring Vendor, 0713D=25 Yes Yea Yea N/A 1 HS 198 and Fln d Fill Frame 73.021 insulated Glass 02/i6Res 024 No YNo +55y-55 � Li. DOa9 hollow trial doors. C cis p > ._ -0 E Q c 4 �. F--0._CnQ Florida Department of Business & Professional Regulation Peel1 az Florida Department of Business & Professional Regulation P.O.I of Florida Department of Business & Professional Regulation Pori at Florida Department of Business & Professional Regulation pro 1 al Building Codes and Standards rA.w2D21 Building Cozies and Standards 1152021 Building Codes and Standards IM=I Building Codes and Standards H02021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail S sit Entlu or ltitr d8tt Om Pending tooL l dike a" Rmla2koltna 120 Cott Ends, Bd! 2" 29LBmea a" Salta EatiCL➢[ 2" a" II:eBatiDa tits IIUM Yt6laa Its contact End-,& Linsey, Xdmbw ew Validated it &a = FBC Aanmval A,,,,,d allots 1:221 YSLiion lManufacturer deg Ensinvr & License Validated a, VaIldis ItSL&Mkw FBC Ammeal A .. inod i)j61yt 3kat j(gnalon CdYr[ Emall—A Ltcrue Validated av Vied i9bmild4$ FBC Aucrotd VMMeled By FBC AmrovN Am�t � � YertJm lttmt:GWC4 SG901ig! Yiitlti9 Aga[tm st"lim 2020 MI Windows and Doors Brand Sthgan Ametlan Nchledunl Sawn M Urear, PE 1122/2020 11222020 11282020 Approed AMPYWW 2020 PGTInduNdee Jan. Roushew M,ns-Dede 9CC0-CER Miami -Dade 13CCO-VAL lllOSM20 11K)5r2020 11n 12020 Approad Revision 2020 Me Wadi snd 0— grand SBingr Luia RLomas, PE Stevan M Uneh, PE 10i08I202D 10082D2(I 10JI92020 12/152S20 Approed AtlYmadbn 2D20 PGTlndusbh" Jns Rososisol Maml-D,tle SCCO-CER Marrs -Dade SCCO-VAL 11A15f2020 ti/052020 ivirD20 Agxwad Ca(egel Windows t7170115a300 Manulaeturen Asset. t717)3174454 Cassel Wlri (941)4W-0100 (TOG)315-2590 casual Window. (T17)365-3300 PE-SM14 (717)317A454 Cassel Windows (941)486 100 (786)315-2590 BddCategory: Fixed bcaingenQmNad.lxn subCWAgdI Flsed droswsskl@pgandhatdi sc SWCatagi Mullions beiahgerQmiwd.com swCati IN . Mea.9 )rcepaalddipgauasMeac Canpliann Method Certi6entior hard orLie6n9 Comma Mamod: CarMaam Mark or Listing o n CoRpllrlce, *Mod a aluation Report Van a Co VH—Method: Cert iaacin Mark or Listing om BtM}aYY.814lkadWs Ft." Reglalond lvdtital or. U—sed Florida lLitaS#MProdials. Prdeesional Engird Ft@Ndas3hodttts 2NUXAti AmawrlFear ueA aar.wd rot lm. In" Rau .ado As,aaaraa Amaved fan 11n Amrauee rot u,a. Im.-A Deal— yaylit, a,— A,,radfor U, Amrn,ed fan u,e kwa6t � Ewa predict Mods. Nmhr a Nerde Product ooscrkmo Ill HVHZ Out" Ill gesbta t pressure, Amg Product MadeL Number «Name contract Edml ode, In HY1 Z IbAdde HVHZ Resistant Prer—re. Modal Number or Mama Product DescriptionCodrad tisplrrlon Ora at Irl OutNds KVNZ R#BhmmY Pregsum 1 les PW 73. T2 lnedeted Grass 041=023 No Yea No +ew-ao 5 PdY-5520 (Large Mwaik Impact) VkM Food Wndew W 2D25 Yee Yes Yes N/A oohs, Aaaur— Aerowdfr u,a A—av d for use Inroads gad- 1 kluMms is Nl Do«a and Wlndaxa Aluminum Mugom osrw 026. Yes Yes Yes WA INA Praduet Yell. Nmbr or was ID.i Oulti� R.,khad P,—, 2 5784 Vertical Aluminum Mullon 12rJ12024 No Yes Yas N1A Florida Depadmert of Business & Professional Regulation page l a/ Florida Department of Business & Professional Regulation Page, at Florida Deparlinert of Business & Professional Regulation Page 1 az Florida Dlapadm at of Business & Professional Regulation pees 1 al Building Codes and Standards aMm2, Building Codes and Standards a 021 Building Codes and Standards 102021 Building Codes and Standard 9 02+ Product Approval Application Detail Product Approval Application Detail Product Approval Application D4011 Product Approval Application Detail r1ldit Entity % Do a" IaM4 Pending Dill Sr144 Entire or lilt 12ut chat Persdi Da- Sago fir or R it an Dot# PMdmg go S99! Entry a QYt But one Petldn J� IYpla version 2 Condwat EOtlmMilkant! Vagdeladlb V FBCAmrouW A,—ud a" Mum Version !lam c0i Enmaraucrrse Yalksgd,81 V,*M l Submitted FfiCAmmwl Arm status TYM V4riw Mantdnturr contact letaln"/&Ucana. Wididedl3y Validated aLgwn" PBCAmrovN APW-W Sawa VIA VK.I- )sl ag Condect Endner&Liter, Vdadr.eiN y submitted MAiligmral Aged dE;tYi Revision 420 Jam" HMd)o Bulking Products Inc. Chad Diesel V. Andrew Ten John Southard. P.E. 01A52D21 IW142020 01JOW021 ding FBC Anon Revision 2020 Alside Nick Thaapsm Lyldon F. Schmidt, P.E. Ryon J. King, P.E. 1026R020 102ill I1JOW020 121152020 Approued Reuhbn 2020 GAF Main gal Sion Robert ltemlan John W. Knm Ach, PE 00282020 08212020 Viol 12M& A20 Approved Rea stun 2D20 TA1AK0 Building Products LLC Kern Edo Robert Nkenllnn John W. Knon ieh, PE 10004/2020 M912023 10n22020 12MS=20 A1lprwed cache . Panty Wells 1909) 545-0359 P687662 11352) 36T•2526 collegial Panel Walls 1330) 922.2369 P&43409 (au) 767-CMS Calealay. Fiddling (10011785-3411 PE-59196 (954) 7t2-6224 Cate"; Rooing (417) 624.8844 PE50IS6 (954) 7728224 "Categerr-Sung ch.d.diar cdj.mashord Elbcalogery:-sons nmompsdn@alakloco t EebCelagery. Asphat9lhglad mstkb cem Qpef. abCMepoly. UndenlyRlaa9 kertl_ednQkertem,mn CowpllMln Maenad E"We6m Repot tom a earn Carplionce Method Ewuetim Report from a Coopllane. Method: Evdueli. Report from a compliance Method Eyeluatlm Repro Van a Floods Raastared Architect as Licensed! Flora Fiddids Roguishness #dinedor. Ucnsad Florida Flood. Registered Architect or a U—sed Florida Poll Rogisrm of ordinal a a Umtsed Florka Professional Engineer Proasslenel Engkhear Prof —kind Enginew Prdenional Engineer amlw AaMRMsce Ag«ovedr«uaa Amroved for Impact Do" Guilty Assural ALorovtdrruse Agpoved r«Uae 11111111,03 D*WM Ou9w AehArana AObrawdrr (eta Amrovad r«sae IMDM D� aMlw Aaauramw AOorwdr«uas AmroYM r«lad ypteact Jjodw Awl Product Model. Number «Name, Product D eartratt lJmaellan Dot• In KVHZ OuaMe HIM egg( pressure Boat Produd MoOM.Namrrlama Product.l D [its KVNZ oumftg M2 Resisdant $3>YMrs, 12" Prodniat Mode Nmbr«Here g Centred dmlnslon Oele InHYt6 outMna HVHZ godwain4 1'ressure. Ikea Product Model. Number «Nam Prudret Doescriallo carArw ims, Ill HIM alrtle MYMZ &4 P"woure 1 Canplenle Lap acting ibr-.e .1lap sMn9 1NJ12023 Y" Yon NIA WA 1 s.&rNd2T$WtSo�a Vnt or Surd Mirryl SOM 12IJ/2021 No Yes No WA 1 GAF,WhNt Roe/ Shingles Pbergaas vino-sed 34ob, nominated. 5-tab and 12A&=2 No Yes MIA WA 1 TAMKO Rod Underks—te, HN2) Rodundedaynnal for a. in F BC HVHZ 10118/2021 Y. No NIA WA 2 Hwd.Pkdk Lap Billfiber—st lap eking 1 2112023 Y. Yes NIA WA 2 b. &adNanm T46aua: Soffit Vent o Said Vni $oft 1213 2021 No Yes No WA hipnidae owned shingles lunsdctima. 2 TAMKO Rod Underiaynents(NON44VId) Rodundsdaymnts for use In F BC nm44W 1011W021 No Y" NM WA )ankdcnons. Florida Department of Business & Professional Regulation Page I dI Florida Department of Business & Professional Regulation Peg., d, Florida Department of Business & Professional Regulation Peg,+ a, Florida Department of Busirte;s & Professional Regulation par I a3 Building Codas and Standards 162021 Building Codes and Standards 1 smzl Building Codes and Standards nrm2 Building Codes and Standards larml Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sd9s Batt dffii Cato IstandDg Bat filer EOYn(J7[ RIK 291 R4dtEmfm 210 Co9t LOWLg[ Bat Do IattPln.m Bit Soot FoinLa[ Rio R.t 12ert.Bmtllm 121M it= ygilaa M contact EndnsrAlJraese VaBtlaled Br vWdd 2wmm FBG Ammvel Ag829t limners lira! 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V Mdd dew VWldgd S b kid FDIC Actual Awardy" dld� ReMNm 2D20 Global Proactl. Products, I.I.C. Tim Robinson Wan, A The Jn, P.E. John W. Kne..vkh, PE 09A18/2020 DWOWM20 100IM20 12M6/2020 Pool R—w 2020 All Marken Solutions and Glees Mike BaaNed Frank L. Bernardi P.E Troy aiKroo. RE 14112411 10 SM20 11,p3211320 1 W5=20 Approved Revision ZD20 Alpine Stuart Levis IOC Eelueam Service. LLC Wiliam W Raman, PE 113121 101 11IM020 1110SrZ010 Approved Revision 2020 Comaneal Currents. Produdi,lnc Rated Gros semi A Greenberg John Horn I ZM62D20 12H82020 12292020 dog FBC AWn Cre4lory: end re (964)OW7545 PE-44167 (954)772.8224 Cassel ShuMrs (581)712-9882 PE-D046541, (964)947-080 coeva y: Sbnctral Components (321)710-3377 (407)681.1817 caboa •:$astral Components (81 S)85&5707 PE-34245 (M2)586-5311 6abcaagI Sarni Pend, SubcoM0o7• dam Peale in k"alamrianshule tubCad gorin TN" pates ,IewhQepineaw.tom SubCaagery: Products Introduced— Rea d proaelgator0whoo.can CarnpllaatGl OW d: EvW.sdion Report from, Competence Maenad: Ewhu.tien Report from a ro.eala Canpli—Mallod: Est ion Report tom a Nos Technology Flodda Ret)hteredAchBect a a Ucensed Fiore Florida ResisteredArchoacl r a Licensed Florid. Product 6vauation Fatty Compliance Method: Evaluation Report from . Ptoha data Emere d ProlesN.el Engnew Florida ReslsandArchbot or a Uconse d Florida - Professional Engineer � PLMmy6-„o Pre- -FLMIKW ordw A,—Amavad rot Ilea Aamvai for Um Quail Aseseresnaw Aaraved l« Uac Amravrl for Use hW A—ved for use AGravea for use )anded Diduars INN Prods ModeL fti ban «Mama. Product Chisortation In ft1(tij O"Cb M1MZ Radaal Yodel. Nrbrr Nrmr aspired 6direllonpete 1 ITW BCG/Alpi Hader Seoul iH damp; B) Metal Connector Plata 171312024 Y" Yes N7A WA lmaMt d� $[vent bllYtll Bnfa� leustMla Etg.i BfaaiL.BO&>JY�D 1nt9Qli 4MiYtlt.t9Q1i ElflitaEt giama adwA„rr.ade Amravedr«lw AmrG,edrru,. 1 20 Gape Gelwnuad Seas [atom PanelsA4VF12 corrugated GI Nnli Steel Sam Panels retained 12r312021 Yes Yes Yes WA 1 2493 Galvarized Steel Sam Panels 24:p GaNraaed Seel Norm Panels 12161r2021 Yes Yet Yes WA 2 ITW BCGAAIpine Panes Plane Mated Connector Rate 171312024 Yin Yes NIA WR ts9t Product YodLL Nmhr «Matta � Corned amlrMlGn Dote In NVML outside H)i R#dKalt Jr$pg6t or no by bads to provide hurricane pro actor. 3 71N OM/Aytne Trull Metal Connector Flats 121312024 Ye, Yes NIA NIA 1 ouamy Planet or Cominordal Concrete Products Precast and Presb"aed Conorete Untols 0525R024 No Yes N/A WA 2 24 (Mae Galvanized Seel Sam PanNFN eMHZ Cnrugated Gahenlmd Seel Norm P—h-shined 12131=1 No Yes Yes WA 4 Tv BCG)Alpine Wow Metal connector Plate 12tW2024 Y" Yes NIA NA or not bybacks topro4tle humane Protection. O }n,� W Florida Departmari of Business & Professional Regulation Page 1 oil Florida Department of Business & Professional Regulation Page, a, Florida DepadnteM of Business & Professional Regulation Page I eft eh� Building Codes and Standards +R62W1 Building Codes and Standards In2D21 Building Codes and Standards 1171= U ^ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail V CIO Srs9t EmmLQC 12111 Bali (zra Petddm Bert Ss9t Elmry « ;at an Da[a sending Will r" Entity our MUM VM'ilan migu AZ contct EmlmoniJ.lr�tydimmBy v ids m FSCAmaysl MUM men Vrcton lft..r w— contact Et,I,—A.UdwM )f. Yrtlddd At tended A,,,-t met— Nils Yimgn lYsedfatmn8 contact Mdkter w &Licenseyafldubd20 2" RtiaPaD� Rea VrurtlrW .iIJbmfttod FBC Approval Apy(gy@g ESSVt O R"Wer, 2020 MiTak me Erin Walden ICC lived then SaI LLC Ice EvaluNla Si I01 12020 09150/2020 10n 12020 Apprwod Revisions 2020 WeysMa"sr Rob BUdwin ICC EYeluaam Sella, LLC In Lehr, P.E. t9132020 Applied For %,111 n 2020 CAST-CRETE USA,. LLC Craig P.M- Mlerti-Dada BCCO - CER Mavi-Dade SCCO- VAL 1120r" 1027W20 11fG7/2D2U ApPogd ,Lde cotol.. Structural Cori 'it. W23698.8635 LLC, Category: Srudral Components t253)924-ii (608) 839.3298 Category: Structured compoI (613)621-"41 (786) 3152500 atbCMepory: Tru" Rides—eldnQnii.eom (2015) 599-9800 EubCMagary: Enansered Lumber Robert.BaltlwlnQutayerM Clow Coppgarwa Maetod: Evolurim Repot from a Compllan" M4Nod: Evalustim Report Boat a ehner.a.h New T-gory cis ldroducedn.. Real of epamineQeaelereteeam Prods Easuatlon Entty Product E MIusaon Flay Crapltanft**hod: Centiaellen Mark Or thing PiAngff.aYlesd.atY. 1Li88iTdHlAadada -fLtEm4H3ptodugb CU ry ad6AsaraMa Amused for Use Addressed for Use um 22M (house, lw Redd Yraeet Nation«lama in NVNZ Mlerertll P—, All Prodaet Yodat Nmhr«Nan 9'orkCt CerNddon eoreraet rat��ta A Adulthoodrot Lae lmalld )� q Atvpved in uaa AGorcved tar use ippgg gpjon M XN}j gllgfbdZ Ii 139461fi E20 ttoduot Model. Naobr or Wrra Frodat 0eacdbBon fiGDaaY lminlm Ors jLtt1i21Z OuMda Rashoust get � }/ 1 M78SHS 18 as. Wow high strength Ines connector Date 050020211 Y" Yes NIA WA i Mcrorann LVl Lemnet.d Veneer Lumber 03r31M21 No Yes NIA WA 1 High Strength Comets LMeh 4.8.8. and 12 inch adds ldels 052i f= Y" Y" WA WA 2 Mile 16 ga. kiss ammeter pate OSfd02021 Yes Yes NIA WA 2 Perot— PSL Parallel Sand Lumber OW312021 No Yes NIA WA V 3 MT18145 18 gal high strength boas connector plate 061 Yes Yes NIA WA 3 Timberb3and LSL Laminated Sol Lumber 03312021 No Yes NA WA 4 MT20 2091 tmw emnedr plate OSu902021 Yes Yes NIA WA 4 TJ ram SGerd Structure! Composite Lumber a Oriented Stater 03312021 No Yes NIA WA 5 M72OKS 20 go.high strength aura constador plate 067302021 Yea Yes NIA WA bound R. Bard Ti 5 W.yeshavusr Rkn Bard Oriented Send Bard Rkn Boand MI2021 No Yes NIA WA V O CIO V m W Z Z Q J a SHEET NO. PA 1.1 For deeet knits t0 all 86T approvals Wed belaM, CLICK HERE ® Far dredt Inks to NI S$T approvals I>Xed beta; CLICK HERE For tlrett Inks t0 as 837 approvals Isted below, CLICK HERE iza For daect Nnks t0 all S&T appovrla lined below, CLICK HERE For addtWrrel iMarmgpan regarding Flonde's 9taaewlde Product Approval system and Yyrami-0atle County Malice arAcpep[aace (MOA). CLICK HERE For additional Information regarding Florida's &elewMie product npprrwel System mx1 MartU-Dade County Ncd�cf.Acmptaace�(MOA), SUCV. HERE For additional irttams[im regarding Fldfae's Statewide Product Approval System and NUN -Dade County Natfoe of Amrrepteace(NOA), CLICK HARE For addNlarrel in(anratlm regarding Florida's Statewide Product Apprwal8ystenl and Mami-0ede County Nd9cs of Acr�ptaecs (HOA), tIJCK HERO FL�H-R7 FL*f 0946•R6 FLtM0456-RS 11 HUB; HUSC series hangers Face -mount hangers available In widths ranging tram 1-5/8'to 3 Oil 8" and heghM ranging from 4.5f16" ro 11" Concealed flange N N L U O CL O O Q O U LL `v .� CU ^' N U 0 O �L Q O O LL .� -0 E O O O Q .E (� ''0^^ -Q ._ Cn Q O O W O Q U O L U V! V W Z Z Z Q J a SHEET NO. PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated tzr3orzo2o � Simpson Strong -Tie 2020 FBC Approved Products Uptletadl2lSOr202o Simpson Strong -Tie Z0�4 FBC Approved Products updated,v3orzozo Simpson Strong -Tie 2020 FBC Approved Products Updated CU i� Product Modal. Number or Name Product DssedoHoAml n Product Model. Numhar ar Name Pmdud Descdutlan Stm X Product N1ode1, Numbacor Name Product Dissertation version (H USG) avaiWbia for models, DrillingICU , DescriptioCn n A M 1 L EGO PRODUCT 6Y,�UATION B�T•plrl1yp. 1'0.072R.Di 2 PRADIICr WVAi:itATrOLV RFJN3HT NO. 20•6T2B.01 3 INc_ TILLfT TESTING S ENGINEERING COMPANY 22. TEST REPORTS: -0MATERIAL CHARACTERISTICS AND SPECIFICATIONS: WAT.TRR A- TU1T, JR,?A. Tilteco(g}so1.L•OR, Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on r1 PJLTJPaWA ro. MIFF 201, 203 as p'B r section 1626 of the. Florida BuildingCode. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing �L A Tu sn TnOONT19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No•20.176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-589 dated 08/09/1996, #96-570 dated 09/18/1996, 26, of Product Evaluation Document (REM.), drawing No. 20-178. PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7._ LIMITATIONS AND CONDITIONS OF USE- REPORT NO.: 20.0720.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2000, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PWDUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tifteso, Inc. and signed and sealed by Walter A. Till, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3 STR_UCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind toad and panel MANUFACTURER length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. wood frame structures. Davie, Flohda33314 I.PURPOSEOF EVALUATIQN; 3. MISSILE IMPACT RESISTANCE• Product Evaluation Report prepared by Walter A. Tilsit, Jr., P.E. (Florida License This is a Product Evaluation R Report issued by WaNer A. Tillit, Jr., P.E. (System Large missile Impact under section 1628 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Titeeo, Inc. (Florida CA-0006719). ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. 81 G20.3, Method 1 D of the Florida Department of Business and Professional Regulatb°' 44-NND LOAM _RESISTANCE: AAAAA,E,UNHIR}RgA AA TlI 20 Gaga Galvanized Steel Storm Panel has been verified to sustain wind Maximum length yy?'.•'• J,CENS�'••`,� This product is being issued an Evaluation Report as described herein, and has p � � pressures. panel shall boas indicated on sheets $, 10, 14, 15, f 8, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), dnrvving No. - 0. 4416E ': been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose (mended 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, STATE OF at least equivalent to that required by the Coda. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. ` This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: '�Y,�SS10N pL ECG �ANMnn,uATAAHT a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thou 7, 10 thou 20, 23, 24 and 26 of 26, of Product Evaluation Document D;t T TEC¢ AnMON RECORDS 1 P. E. REPORT.20 / GLOBAL, PROTECTION PROOUCTS, LLC 120 GAGE PRODUCT pOCtE ; (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI ORWG# t761 REPORT 02607MO1 Dra 476,EVAtided GALVANIZE Drawing Na. 20-17b, titled °20 GAGE GALVANIZED STEEL STORM PANEL', Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document {P.E.D.}, drawing No. 20-178. sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., n E.; dated 07128/2020. This drawing is an integral part 7 14, Evaluation Rsport. �AAygyy IINi1fio" �`.,i��iJpA''"� A r� �(a� l rA��P No. 44167 167 � - _ I f % �w• STATE OF �,� � ' '`10RI0P •'FAY yyc�sSf........., ��� P'Asy�il,H'-�t �a� • FL0Rl0 °'ass/ONAI.Fae ry"'rNN,rlunaaN• 6353 N.W. 36th Street, Suite 305, Mlarnl, Florida 33ttiCH-1?'hLme: (305) 871-1530 - a - m - OM,m Ba) E SASE THAT PRECAST STOW, OR LONG G13r CONCRETE TO EA04 T STUCCO DR WOOD BOARDS SU H PANELS. ON THE EXISTING WALL ANCHORS SMALL E LONG ENOUGH ro PEACH THE MAN STRUCTURE BEHIND SUCH PAICLS. SfOMI PANEL SHOWN ON 71A5 PRODUCT EVALUATION DOCIAH7rt (P C.D) HAS KEN VERIFIED FOR COMPLIANCEW ANCHKDAGE SHAD. E AS MENTIONED IN8:1) AND INd2). ACCORDANCE WITH THE 2020 (7N, EDITION) or THE nDn10A &AD" CODE (C) 70 F]flSFeiC WIDDD Im SIATICIFIC GRAVITY- s - n Mti- DESIGN WOO LOWS SMALL E DETERMINED As PER SECTION 1620« THE ABOVE MENTION" CODE - 1/4•0 TAPC«I JUNCTIONS,. AS MANUFACTURED BY I I W BUIDC, INC FORA W'60 SPEED AS ItOXWM 8T THE JURISDICTION WNW THESE' SfA7FTER5 MlA � V4TAl1LT1 AND - t/h/0 PA CIALATE FEMALE 6) AND PANELMATE PLUS ANCHORS. AS MANUFACTURED Br ELCD CON5T1R1GTION PRODUCTS FOR A DoWcOCI AIRYPACI IR Kd-0.85.USRD ASCE 7-16 AM SHWL NOT EXCEED LIE W1171RN1 (ASA.) - 1/4.6 UG 5CRE71'S PER N.DS. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRY 12. 14. 15. 16, 12 A 20, - 7/16TA a 51W WOO BUSHING. A5 OSIRIBUTED ITT ALL POINT SCREW. BOLT a SPECIALTY CO. 1N DOM 70 VVWV THE ABOVE 0«ldT,«i. ULTIMATE DESIGN WIND LOADS DETERMINED PER JUICE 7-10 C,) MINIMUM T,IEADED PENETRATION INTO WOOD «ML E /E TAPCON ANCHORS 91 1/2- AND 2- FOR ELCO PALATE PLUS SHALL E FIRST REDUCED TO A ASDESIGN WIND LOADS BY MULTPLYNG TEEM By 0 4 DO ORDER TO AND PAHIMAE FEMALE D. COMPARE THESE W/ MAX. (AS.0) OC31GN PRESSURE RATINGS NDIU0T9 ON SHEETS 7 THRU 17. it, t5, 16. 19 • 20 C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOW FRAW NWT SHALL BE ± 1/2-. NO t/READED N GROM TO VERIFY THAT ANCHORS ON THIS PEA) AS TESTED WERE NOT URN STRESSED. A &W INCREASE N ALLDIRIBL[ STRESS TOR WOO LOADS WAS HOL USED IT TIEO ANALYSIS I'ASTDIM SPAGNG TO WOOD HAS BEEN KTB% M IN PENETRATION Rio STUCCO SHALL E CONSIDERED AS PAD OF THE REQUIRED THREADED PETETRI,T011. ACCORDANCE WITH N.O.S. 2018. C 3) MINIMUM 1917E DISTANCE OF TAG SCREWS. INTO WOOD SMALL E AS INDICATED w THIS DRAWAG siDRY PANELS ADEQUACY FAR IMPACT AND WIND RESISTANCE HAS BEEN VENFIE° N ACCORDANCE WITH SECTION I626 OF C.4) MWww PENETRATION � WDoO BUSHING SMALL E 9/B• ,/.• .-m scEWs USED SMALL E 1 , 2 LONG MOO" ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTINGOC. REPORTS 96-508. 96-570 & 96-T30 AND/ FFIESiRA710N TESTING W NC., REFORM'S 12032 a A2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHOULD STUCCO DIST. AND I' Mo"m FOR WALLS WITH No STUCCO. AS MILL M3 STANDARDS. AMENDARDS. LEST (J1B Or SOUTH FLORA REPORT �19.01-09, AS PER TAS 201, TAS 202 AND CS) N CASE TIME PRECAST S70NE. OR PRECAST CONCRETE PANELS, STUCCO «I WOOD BMW BE FOUND ON THE EXISTING TAS 70] $tANDY®S. WALL. ANCHORS SMALL BE LONG ENOUGH TO ,EACH nE MAIN STRUCTURE BOADD SUCH PMCLS 2 ALL 41.19ANUM OMWS04 TO BE W63-TO M10Y AND TEYPM (UNLESS OTERWTY OWED) SEE SNEE'T 2 ANCHORAGE SFWl BE AS MENTIONED IN C.1). c.2) a Ca) 3 ALL A AAWO M SHEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATION$ AND SPECrjCATKOS OF THE AmcHDR'S MANUFACTURER A AL SI EL SHEET METAL PANELS SMALL HAVE STMICTIIML QUALM $TEFL, ASTM A-653 GRADE 50 MM%W. 0-80 8 PAWLS MAY ALSO BE NSDW.ED NORMAITALY FOLLOWING 0WAILATION DETAILS SHOWN ON SECTION 3 THROUGH. 10 (SNEERS 4 GALVANIZED STEEL CESONAT10N W/FY- 56.5 It, (AFTER ROLLED)_ IHROION 6) DUPT TNA1 HEADERS ®a QD 94ALL NOT BE USED 5. ALL SCREWS TO BE STAINLESS SIm 304 OR 316 AIS SERIES ON WDDSION RESISTANT COATED CARBON STEEL AS PER 9. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERITY THE SOUNDNESS OF THE STRUCTURE WHERE yMTTDR is to BE ON SM18 W/ 50 Ins YELRFNDN D STGAND 90 AM TENSILE STRENGTH a SHALL, COMPLY W/ FLORIDA BUILDING CODE ATTACHED 10 NStM PROPER ANCHORAGE, THIS SHUTTER SHALL. ONLY BE ATTACHED TO CONCRIM BLOCK OR WOOD FRAME SECTION 2411.3.3.4. EA0.0NGS 8 SOUS TO BE ASTIR A-307 GALVANIZED STEEL OR AM 304 SUM STAINLESS STFfl. Willi 36 IN, MAHNWW YIELD 10. EACH REWLAR STORM PANEL MM LENGTHS OVER W-8 THROUGH 12'-4•, AS PER SECTIONS 6. I. 9 A 10 AND ALTERNATIVES al.CHORSTRENGTH 9W a ION ON SHEETS 5, 6 a 12 AESPEC7NELY; D SMALL HAVE A LEGIBLE AREADILY VISIBLE M1A " INSTRUCTING OWNER OR 7 ANCHORS TO WALL SMALL E As FDl10WS TDANT TO SECURE PANELS WITH APPLICABLE REVPORCEMENF "Or, PFRIM OF HURRICANE WAANOG (A) To DOSTOG PdRFD CONCJER. 11 THE INSTALLATION CONTRACTOR IS TO SCN./CAULK ALL SHUTTER COMPONENT EDGES W-01CH ROOM N CONTRN O" OWACT WITH ,/4•0 TAPCON ANCHORS AS MANUF CtURED 61 ITW SUIDEX HNC (W, rc-3192 Poi) THE BUILDING TO PREVENT WINDIRAIN INTRUSION. 1/4' W a 7/8' CALR-N ANCHORS. AS MANUFACTURED BY DEALT LAC. (MN. I•P-3000 PLUS AM B CMJ-r 12 STORM PANEL OMSTAUFIDN SMWL COMPLY WITH SPECS NOrdTED W THIS oRAWBUILDING AM ZONING EMULATIONS 1 /4'Ao 3/4' 70uD-SET ANCHORS, AS DISTRIBUTED ar ALL POINT 7CHEW, BOLT a 51•EWLtt CC. (Min, rc.ao00 Pt'.)PROVIDED BY THE JURISCk=ON WHERE PERMIT IS APPRJED TO FI•-10 PMNEUM/E FEMALE 0 a PAAIELNATE PLUS ANdLORS AS I&AIWACTURED BY ELCO CONSTRUCTION PRODUCTS. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PERE .D.) PREPARED BY THIS ENGINEER IS GENERIC AND OM NOT PROVIDE e#(AI RATION (uh. r-3350 "i.) FOR A SITE SPECIFIC PROJECT. iA. WHERE THE SITE COUM" DEVIATE TROT IIH PE.0 1/4•0 Cr TAP -GRIP ANCHORS. AS MNNUFAC/URED W -RV-FAST CORPORATION (rc-3600 P.a.l.) Ali MM M EMBEOENT OF TAFCON ANCHORS INTO POURED CONCRETE 94A L °E 1 3/4': 2- FOR PAIELMATE FEMME l9) C BASED ON T IS E RESPONSIBLE FOR THE 0 SELECTION. O PURCHASE ITFROM AND INSTALLATION INTAILED G LIFE SADOC E iMS PRODUCT BASED ON THIS AE.D. ATSITEPROVIDED HE/SHE DOES NOT OEVNIE FROM THE CONDITIONS DETAILED ON T1115 DOCUMENT D AD PANFANIIE PLUS AND 1 I/4' FOR UTIP-CLOP AFILT10R2 CONSTRUCTION SAFETY AT SITE S 111E CONTRACTOR'S NESP0IHSIBAJP•, A2) CALM-N A SOUO-SET ANCHORS SNALL BE EMBEDDED 7/e• IFTD nE POURED CONCRETE NO EMBEDMENT INTO (e) TMS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED,. STUCCO SMALL BE PERMITTED. 1/4' 0-20 SOW" USED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO ELST. RD 1' MINIMUM FOR WALLS WITH NMO STUCCO. AND MAT E HEADED SCREWS OR ALL TbEADW SCREWS W/O DEAD. (d) SITE SPECIFIC PROJECTS SHALL E PREPARED M A FLORIDA REGISTERED 040WO OR ARCHITECT WHICH WILL BECOME THE Bur WIT/ WING NUBS ENGINEER Or RECORD (EOJtJ MR ME PWD.ECT AND WHO WILL °E RESPONSIBLE FOR THE A, 3) R EASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR I000 BOARDS BE FOUND ON THE PRA'ER USE OF THE P.E.D. ENGINEER T OF nEIi T. WTE A5 I C DRNTED DORM TO TTE PRO ENGINEER.USE OF SHALL 5O. EN IN THIS RECORD. THE 577E SPECIFIC A O OMITED FOR REVIEW, EXISTING WALL OR FLOOR, ANCHORS SHA. E LONG ENOUGH TO REACH THE MAN STRUCTURE SDINO SUCH PANELS "HORACE SHALL E AS MENTIONED N AI) AND N A2) (A) THIS PED. SMALL BER THE DATE AND CRIOINL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF Rev THAT PREPARED IT. (a) TO 1U=NG IXNCE F am W4Nl CTM ?n. 1/4' W TAPCON ANCHORS AS MANUFACTURED BY I T W BUHDIM NC 14 SHUTTER S Mr.R IN CC RD ICE SH1SE E LOCATED ON A READILY UU ICODE E STORY I/- • 7 CALK-N ANCHORS. AS MANUFACTURED 10 pE1W,L7 01C INN. r,-1500 PANEL BE PLACED N ACCORDANCE EVERY OPENWITHING. SECTION 171TO C P FLORIDAWITH BUKDNG COOS. ONE LABEL /B' ( PLATY FLOE PLACED OD EVERY OPEIe1G. LABELING ro COYPU WITH SECTION 11W.9.2 « DME - 1/4'1 X 3/4' 90LD-SIFT ANCHORS, AS DISTRIBUTED BY AL POINT SCREW. BOIr a SPECIALTY CO. FLORIDARBUAUDNG CODE (MN I. F-) - F74-to PAEUMTE FLYWE D AND PANELAIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COKTRuiumN THIS M"A SMALL ONLY E USED TO Pn00INC2 (IWR. rw2071 v.I,) I mom PERMITS OfTIE STATE Of FLORIDA 1/4' A CIF TAP -GOP ANCHORS. AS MANUFACTURED It, rRU-FAS7 CORPORATION ERA T/1/ ..•••:••.•.a/j FLORIDABUILDING CODE (High Velocity HArFk6nW BA) MINIMUM ENEDMWFT a TAPCON ANCHORS. ELCO PANDAIATEi AND CF TAP BLOCK ANCN7N. INTO THE uC RAN °COL20 GAGE ONU.VA161ED STEM STORM ►RNEt WAW BLOCKT SMALL E 1 ,/4': :' -G fpoa9 TlTE00. WE. 9. J D c.WJR : B.-M a sOL1D-SET AncRs HOSMALL 7/8• INTO TCONCRETETMOMLNT. No.4 167 ND - -• �\\ PIIOTF.CTtON PRODUCT'S, 11C. P y INTO SRCCO SMALL °E PERMITTED. 1/4- W-20 SCREWS USED SMALL E 1 lh- LONG Moo" � 1 \PizE(6•i, AfD 1' YN14AllY FOR WALLS WITH NO STUCCO. 'Q'. SrA n- ____.�---. re _-- -- -_ -- INSTALLATION INTO EXISTING DETAILS POURED FOR REGULAR PANELS(b CONCRETE OR CONCRETE &-.A BLOCK STRUCTURES G ON COMCRIE NNa m eo9Ts 9 TWONH 9) sAmmaO. L9HME[ AO6 (W¢ sNmt 9e,s•/MUW� a 99) —i C8CEE HNaR eXMm1AF ON .�:� OY+ -� DN id W1i 1 C - \ .. \\ �-- ) M E_- I - WA • Ir i/4• � \ PeMlfip E.D. s ED. H rOIRED © i � E0. OUSIM CONCRETE \- I 1 fH 7M'ya�oT'I�' i 1 E �'0'T � sriooA H w Ri l O I � 1a va' ne I ME sWW91tR i Ta 1/r O.0 lFa L°I'iu aBwNaL J W i,W{ 1 ; 1 i � �, �• 1 )FO ToWA�F�""" � r,WWBF W I O •� ( i i HAM 1 _ _ _ I� 1 )9} I 1 � � � gyA i i (���} 1 I V/ : H I POKAD [[-AF 1 2 ,/l OG \ .2 1/r 0.CEPQL dSITUN9 CONiCETE D: 1 1 1 _ A V i 1 L EASIFM POIIQ Ep � �: ED COIICIEIE MACR 'J' 1 Y e I I ( CONCRETE an CONCRETE BLACK - -�... T CONCRETE eIACK REOLIRFD. •11H If l/r Rf0{IwED. C 1/2• °EOLMIM 1 1/2' RE UAL YM1I°�tat �. IL,,.. a O e.N •-�.D E �ISSE \, O o � 6'@00o1m W/ fWD �•7 9DO1NLAi�°r 9QNs 11MLMH q \ 9omu ON-- WWII T1Wtl11W 0)94R 9o®M) ON I Two" ID MT8 / TADtANR' 9I !•RAF 3/F1' SCALE 3/M)• 9CµF 3/B-t' MOUNTING SCALE 3/6.1- I 1 ED. EDGE DISDINCE i 8 1pW[ j '•}9. w�a°iWi Del 1 (SEE SCHEDULE ON SHEETS B k 9) 1 10 •"� 1 1 , � b ' y i w � �Wc" NpTE FDR COMd1ATNON Oc SE[fl0lLS: II P-c I ! I 13 I r a- A•n�l/i TOP 6 BOTTOM AKK) N" CAN E COMBINED N ANY WAY TO SUIT ANY RISTA"MON 6EOIUIEB. --EO - yJ TA43T3 . THYbIMM D tIGTIE 3/e.l• � I L. E(. O INC. TILLIT TESTING 8 ENGINEERING COMPANY WALTERA. IML)T, JR, PF - tII1::(�a91.cOW PRODUCT EVALUATION REPORT >,•xF ,Lvnue NN -04L6T FLCA. LkMu W.OXM?!9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48M S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillitl Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3. Method I of the Florida Department of Business and Prohssional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verifled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cade, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21, PRODUCT EVALUATION DOCUMENT (P.E.O.): Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 1$ prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 07/27/2020. This drawing is an inteTty, l�il+o,Qls Evaluation Report. �aYM'CE •,1� 167 / _"'.. STATE OF 6355N.W.36th •,•,•G,••• �'` Street, Suite 305,1VllaIil7, Florida 33166 -Phone: (305) 871-1� yF�-I531 �n� FFn1NIHH1I11H COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-E) -----15.196' (11AAL wmN)- _-----__� '----------,2.SOTY (EFFECTIVE WON)--- -- _ a 1/+' --------+ f ---- ° O.oil' MIL. FHWCK taco•-. � . i 1 3150' � -tayD'-, - 1.3t50 - i V.5O0• < ( - GALWN+¢ED situ •� ° f aD 1 `/i � � • 1 1-� 2 es7• uL�wMzm ssszTEEL � L- ` ! 1 � zest � D-eo oALv. 2� ,2� j r ,EY,MD TYP 11� � IM MACAJ / E I `-i -'_ �. II13ETAa `,t � -eo aA.v. �-1.OkTAL� - ,a5o• © STORY PANEL © END STORY PANEL ) ar ', PNXLS QAG t6' ' ;I7 � �.148• I0V - I i .f00' T .NCO•-:)f1b'r-�, w% «EFwEv EaDc ' R a 1 � • •- �i50•- ''st �RLEWD ss. �rW-TED � l .093 .00.1' 2.°00• t.SOD' --� � •7.SOp' ' 2,25' DEF .T139• .978• D9J' i 0[iAa 1 �'{ L �- ➢E7AL ' 1D�15D- SEE 2J25' -- •_ 375� Jtl0 - 573, 125' 'F iSOYETRIC VIEW DETAIL A 50 I PAL 37-5 - ROUNDED CORNER • ENDS Or PANELS 200D'_ _ END LIP wEDGE. ® 111' HFA O "V" NEADEa O T,$) h� ANDLE WRH STUD SEE - - - —T W. 1/14 • 3/14 W3N' i - - .334' - . IMIEl �tBB• .: T88`+• SIN sEAlE3 ' I L.. _ f - E �3s aTw IIIKiND ro 1.407i.06S' .375• .344 • 86C 640 (_ AM9lE a t2 ,%2. 0.c. ,.o62• log tp, f '',» HALE Far _•- -) .o9r Y, t 015• EVER'/LOfA1gM AOVBILA► .E7' 1 L.I. _ ' �.Dw z.D KEY HOLE WASHER •e2s•. aD• —- _...�.) 7.00D' -,CBS• © "FAA TRACK ANGLE ® AS/B" "F" TRACK ® IMA PLATED MGM- (rM.) � -Dw' WITH STUD GALVANIZED STEEL ;?44',!. Tsti�sa^W.e7's.A -/ \1•oe3' �P:4J-GEN••�C(r.N.,'� i-- —1 a7s• �'--rl R s i. No. 44167 • FLOMDA BUILDING CODE (Well Velocity His no Zone) KEL90TIO1 w N17r ® « PAEL .� ATE � • 'ty 9M7W rIL7Bn. rc 20 GAGE GALVANIZED STEEL STORY PANEL nwo Ire � • KEY HOLE - ��F'• D � c— AT PANS j'.. /AN AL PROTECTION PRODIICiS, U.C. ® 2"x7")tt/4" MOO9.W.6ISIRFET NTDATAILY. Us IMMe NUT W/OFT NN4I ..0'7.� Dow. FL in'• 20-176 1101M01RIlMC 4MA47, W/ 10DII101YL NN"'•r • Nm ,�.'N�ONI"�"W,-,AH"1" NIOMC MF)MO-74W NAY: (OM)18►6M7 • 7/81M3/34' WA4iDt (sGIRRS WRWaW 1NP STEEL ON Hem PLATO $EEL)WWLM A tun e- ►E Rolm UL I "to - eHMi a Ora --gWR-IF, GPM �MiG F� OOMOIE7E 41L1dS l 9GIe9ut 60 9NFFT 9 • e) SOWMALE s�Eels 6TROURHW /) ` '�T°I'��-Y �-,•� 1' _ ,2. END CLDfitM OETAMS FOR Il6TALlaiION IN FiOISiED OONdETE. MOM 3= OR WDOD VAUD FOR FMMAR LIFE SAFELY AND E Z HANG Si OM PMEL SYSiEIEI rApm r°LWR, -; � E.D. 40-- � Wn�' �„�,",wM ( �`--�i•'® t1[OIIIIED. I ED . I � � l,. � ��- � er A•' a 1wM •;>,, i Oy � 1 r.yr_ R rH�M e.LAv r l i ICONCRETE BMLaK � 11 i _ _ � r I 1 CASE • fPWNt t�.� vr•41N' i:"' 1 � .�.-aA,• M:. P$! F�WIp 1 1 CASE 9 fPE.Atii NAAM ; -,k:.----- _, - _.T M9LLMlAaR a°fii"R"'i1 9a alaNa,At 1'i '�f-• SCALE E•3/•16-11- CiY � NNAAUrL N,Na WW LM. , y.• , ON W,oRT W P ac OW6TMi NOUIHD EE � ,CCACKU an 1 r � Naas ODNCRM SLOOK j i ExsTNO ROLRly co' ' WNW i rascut 3/tB.,AM` CASE D jPIANI • i CONCRETE M�acHI r eAK-N LTR T� // 1 _ _- R[oURED, t �v '� s/, �Mw . • r aE Orn"W �,��r , � r a �f""oMri"Ewil"rr f7AYIlI D AID�AN8aM7E • _ O •-H• ,e,r \ •\ �� � \ \\ rr IrWM, AUe to CIF TM -OM / rA1tME ANCIIOeS / 4 \.:' :� ` . •• _ _ - s�mss s� ON sM¢+s 6 °HNowH'� 9) °•muiLp gig Wywring as N SbtE 3/B-1 -PRO. SCAT 3/B�i• '�' � AWP ..-� • HEw ,• off. 1aARIS K t/e' E.O. -EDGE OBdNCE ' ;� THICK ALUM TUBE 09 1. 4 (SEE SCHEDULEfPLANt eAr / I F WOOD PUTS SPWCEA _.:( - SHEETS B • 9) ( AUM. TUBE ON ' TA YIODO PLATE SPACER L i !.-BONno TIVY3[ Y + TOP A BOTTOM MMOIFNTENGS CAN BE Ni <,,• GaNCIaTE ANGIHOR.L � 1 COMBINED IN ANY WAY TO SUIT ANY E fPLANt (9 Qgoema 19iAIH01UB10N 9) I � j i Cy„ INSTALLATION. • _ r SGIF 13/ I CONCRETE(IRA M,W9M[ 1 112- MN. FA=Mtm "No"BLOCK :�� MUM OR WAtW EOIAIEa ON WNftl ■ W A 7 Mr"No"/ewr. M SECTIOII I-x SCALE 3/8-i- DETAiL FOR SPACERS erAl = AT TOP OR BOTTOM TRACKS ADJACENT TO STU=/V10O0 BANDS PRODUCT CV AT.I:A77ATAT REED91' 1Y0. 20-9727.0] 2 22 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12.99 standard as per see ion 1609.1.2 of the Florida Building Code. Uniform static toads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Metiner, P.E., Boriz Moroz, P.E. and HenryHattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.0140, dated November23, 2010, signed and sealed byJuito E. Gonzalez, P.E. Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KIA-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, P.E, as per ASTM E-8. 2.3 STRUCTURAL ENGINEERING CALCULATIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (forthle revision), signed and aeled by Walter A. Tillit, Jr., P.E. $ MISSILE IMPACT RESISTANCE: Large missile Impact underaection 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall boas 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 shoats 5, 9, 10,11,13 thou 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �ea)uml 67 / �•, STATE OF y,A�S�ONIAL"t��A'N� D.M..Q.®.�+ 1/4, 2/4, 3/4. 4/4. 5/5, 7/5. 1W/10, 2W/10, 3W/10, 4W/10, SW/10, 6W/11 R 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SALTS B a 9 FOR WOOD SEE SECTIONS ON SHEETS r10 a 1, PRODiiC•I•TEVA_E,LAmrpp aFyr.WpRT l\O_ Z6-072702 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.173. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of I8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t MAURIAL CHARACIEFUSMICS AND SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (PIE.D,), drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175. 7. LIMITATIONS AND CONDITIONS OF USE• 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tllilt, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structure. Product Evaluation Report prepared by Walter A. Tllttl, Jr., P.E. (Florida License No. 44167), President of Tlltacu. Inc. (Florida CA-0006719). WAnu 1 s Da TILTECO ADMON RECORDS lP, E. REPORT.201 OLASBAL P. 01��+�Qp��gN P/g[OOOC❑'[�8, CLULVANIZED STEEL STORM PANEL. \ORWG#20-17bt REPORTt20-0727i�'r!,(^;,!'(flR(flA• BOl1ElE PANELS w/ 1/40-2uAi•- - - g$S�. Y.S. 0 E.A.OVER715'LAP, • 3/32' 1MINGNIrRS O COVEiaM (SEE SECTIONS AS APPLICABLE) --- i-.1__i-1 -1 Li s MMX f 1/4. 2/4. 3/4, 4/4. 5/5, 7/5, r MAX tw/1o, zw/to, 3w/10. 4w/10, ;I'MIN SW/10, 6W/11 k 7W/,i �__--- —_--- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B a 9FOR WOOD SEE SECTORS ON SHEETS 10 a it - $EGULAR STORM PANELS n & Q ELEVATION N.T.S. 287• (,ea DND6M -1 WNor VRLLM 1/4' MPH. GAP Hurricane U U C/) > L- U 0 � 0- c U -0 O U)(U C 0 � C O _ CU p CU > ._ -0 E 0 N CU Q — CL Z Z W J INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK ST CTURES ---_---ANODRS FOR CONCRETE SEE SCHEDULE ON SHEET 9_-__--,-._� - EOUREO GVNCIE7E CONCRETE POl6ED CDNtlETE - - FOR W000 SEE SECTORS ON SHEET ,z OH CBNpEtE aDCX CONCRftE BLOCW �Ei1 CONOE7E BLOCL r MPP. 2.6r 3' �I REQUIRED --- EsnEl ut'�' Cn -6--f RFDLBED E0t1IH'D wHNGRa ,wcHl9Rs 1•, M'L (MAL O+OVP -1 YNGIE AWliEH1 l a Ia BaFB, NTB i I�a1. ' (eEE sDan1AE aH _ � sLYEwLE aN _ t1.Y. I 'p 1BYR r \ .. '. --1 SMRT W) � 91RT 9) I _r I __ H f'' I I P _ i I t_ i mac_ L� WX � + '-�\» a•t QWr M[ il � Io 1f "`a>PMIIWEIWIY 16 M IICU IMMON ' ' 1 � ; N 3/12' I R tWX O VAX 04"1ini�CnAlill I 5011 C s. a w BvB, Ew 3• LMr' U MAX ,. ,.. ; i r E T'• ` t • ANCHU1S: OR CONCRETE SEE SCHEDULE ON SHEET 9-_ "... I MMx « �• r MP.mi.. DJL. F'OR wood SEE SECTIONS ON SHEET 12� -. '•..�_''. E _ /9vMpar• I / i E _ /r ED � REGULAR STORY P•NE�_Qt � ELEVATION • It 1/O i ,8L I scALE 3/S2'., 11/4'RANI. GAP � 2.67' 11/4' 1/44f 1 e//2 11 3/O.cs.s. BOLT 1 E - .LH (YH OA6JP`1 WHOLE WULT7 �9]' ■ ■ -. :• W 7/6'a3/32• WING NM7R ANCHOAS CONCRETE AN}1015 SOiORMD ', �HmS _..-SHRE7 9C W i/4^ MAX. �:I, W/ sTw OHE uYlmuF IN �Y '^ BMW 9) FPig� �EDn e�HET EsM D" I TR SECTION A -A fTvD.l r� V / -__ 9coNCRE1F INI -' COIIGIEtit ILOCKt art Kato= SCALE 3/32'-I' /'{� MDCA meounm `v IE8I1Rm W SCALE 3/Mi' SCALE 3/8•.1• SCALE.. W �N 'VGEN ' ✓'� FLORIDA BUILDING CODE Ht Veloo Hill core Zone) Q E.D. r EDGE DWANCE NOTE FOR COMMMAMN OF SLMQW Tt NO 44167 ? A2OIO Il/EcO. We 2D GAGE GALVANIZED STEEL STORY PANEL M (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN E _'GLOBAL m Z F0* ZpL I�ECOINe. PROTECTION PRODUCTS. I.I.C. /MDW/9eo SHEET 9 COMBIED IN ANY WAY TO 5lM ANY '�'•. INSTµJAT1pN. .eM IRA: s, IL (O Z •. RLO � N ! AL S W Wr. ANAri. N m�i, noNC (MN)MP-Taw FmAI., MN)Mw-6M1' 20-17b S/ • • AA.. , G! AT+-+aW . A TAW m-NUT P . Anew As o,Are Ili MRA ,1NHEIDM[ WW3rAaA °0°f7tfd. Ax n-w Wlm W as a "'J SHEET NO. SH 1.0� B 912lai 'J L-�-L•.�u L.U�' L ILL Walal.aYfW�M'e I sl TSB MMO ,. a•• W.�On OW . WALL AND FLOOR MOUNTING INSTALLATION FOR OU,m e - --- _ SPLIT PANELS X IV�•K m1OosN - ^ t. _ ��o wLlir r .mMeo 'M.6' x 1 • S,,v:'°eo�MD IIX 1, 'r tw►+d wNID -L'�,erur lw r_-_tINA.,.mr a"'oaeaa.e'P roAs raol Pink CAN I I 1 't• 6nl 4.m M�,w I -Me W. 'A u " •- I - trs-w MIl, • 4' 1 t•.y .00Ya a mt scan 01 1 1 Yw. 1 I y I I or .ea ..._ _ls...t � I I I I N a wl Q,rle a r M � m mnml mnw -M.m —nm 1111- TI ' •: a 0 v+,rr. taw MeM • rll. - -r�atY�X- a " A N.N l•a nlero„) Ylll f IE1s1 SCiKd/t E ,rNe . • et M Mta IaAlIOM 51YIN ('t) • REOIISEO U. TIRE ,NAllal ^ • 4• 1 4• •' ENV sf.�l`Pwe01ns-C�w ° °°L m SF_CTK)N 1 SCAM NOTE WLLION GYI ALSO e15TAALEO w/0 Sm"M pm4LS Ow top aR eOITOY m TILT R D IOd111 Ai TOP OR WRAP Or OPE7811a (OK oAln aPFAlett N/ TUE la a BOTTOM) INSTALLAIM - ALTIERNATLVE I W salt 1/4• - 1• S,nsa , / `�--'' w1/s • If ntau/ M •r 4tQa" :•�. 1 1 1�•1 �;sTa t O .W w4 -Ns W --_ - 1 11111 If _ L_ 2- Nutuft Won - off ON ♦ • --1 J 1 SECTION Y-Y �r SPLIT STORY r.� ev EVATION SAE 1/4'.1• pMwwa, y— ,f8".,r _ _ • 7 11 11 lew.11SI01lwii ; i �A4 I 1 IN Nr R NA1d 19AU ATRR/ -Al imuTPIE sW 'I sum Ile . I- YiI ?.L n wtmer._ XNA-M AM MSTALLATI014 - ALTOMI ME 2W INAAL 1/r - I. i. INSTAuAT10NS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS LIP TO +55.5. -720 pA,t. AND PANEL'S LENGTH UP TO W-e'. 2. FOR NEW WOOD FRAME CONSTRUCT*W WOOD MEMBERS TO BE SOUTHERN PRE NO. 2, W/ SPECW C DENSITY OF 0.55 OR EQUAL TOP d BOTTWI MOUNTINGS CAN BE COMBN4ED IN ANY WAY TO SUIT ANY INSTALLATION. CRILM ! Flow 11110L1NTNIG WALL t naw wipum O DWAuATMLN - ALTEBNATWE 4711111 INSTALLATIONS - ALMMIAflME SW (sECITON AT TOP r. LIMITED TO +35.5-87.0 MAX, WALL 1/4' . 1• A.". DESIGN PRESWW RATING) WALE: Ile . 1• 1Nil - Ir •srr r r « -- r "•�'i ars o F100R HOWTOW NWALLATIOiI - SECTNIN AAW WALL 1/4• - I- FLORIDA BURRING CODE Watt VeNwHv NuMoone 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.fJ AND CORRESPONDING MAXIMUM PANEL LENGTH wo SCHEDULE strap ONLY SON a NKMLLA7XXIS AS PER sEcnoms , now 1a ON SHEETS a. s IS 6) MAXIMUM A.S.D. • SWTCD r/ Ij4•►-SOLI• $2, YS r RNNA 9 CAMW 6 r4lNDM OF PANLL DESIGN PURE RATING (p,�a AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (1) # Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES WO ONLY FOR PAMIC S tOt @615EA WO S AS PER sEctloNs 1 Tt= 7. ON SNEM 4 A 5) Ia SEA 7LN �L.,ir 3L \GENSF' •'� FLDRIDA BUILDING CODE MI Vi cons YAP No. 4167 .3m TLXCCL .e 20 GAGE GALVANIZED STEEL STORE( PANEL• 0, ri- g, ST °T/'n'• O fL 10► �'' IL GLOBAL PROTECTION PRODUCTS. TLC. ECOIre. Lem Er. e, s/,4 .' ss "• /Q '`, E •e ,r a, a ,r rr .NwE w r,w w,Nr: M4nun )M abq 01IM "")No-Ww a,r, Dre w,-,W a ta,-,r, 20-176 L a'Atfi,e,WtAtE/aAN. . •ate .r w NPItENT'~A Tot 7'y. PL - « oftin" Na fIQ7 4 t/ 71 M1tq ($E��N � N.MX ODIOI,ION • ^•' q �1/MMI +aSA, -1zA T-Y d1 t!� S Iµ' ,le0U0D , T1e11 a r 7 .s1.>. -77A >T•a• ro ra' Ma. i a/•' ,.teOUED , TrW a a 7 •a0.0, -71.a ae'-r ro ,t'-7' 1,a S 1/Y • � t *•al. -N.0 t7'�' d1 tm ) rn• ' �gI,+ A { 4.10 IINOItr Ale. DESIW MtNO (pal) YAIeNr AIIIJIC.e nICW FOR [0. - 7 ,/i - 5rLD5lB / ! ANY a001r.NMM IM11YW PNtt IfAIOM i' (It) MICON tt iA►-WN G{lt.i, PAMNiO[ rHMlf w RNQWIE ,l,A m OONdwtE C41e11G�[7[ m Gar,O1Q[ wr'M to OON04E1F mcom elaC. ro Ca101w comn m fwNalT[ OOAMO� r M/A N/A N/A r N/A {' � S• Na, f (TOP) r Y N/A N/A r r e• r r r , (to,Tatl) r ,yA WA ,VA r N/A {' N/A r N/A a (roN r N/A Nµ Nµ {' N/A Y N/A Y N/A 7 90++a•D ♦'HS. -71A r N/A W. N/A r ,1/A r N/A d !/A 7 ! a (+OP) Y-5' OR LESS 011 Il6S r 5• M/F N/A r r r r r r a (eO,TW) r N/A N/A N/A {' N/A r WA {- N/A 7 (TOP) C 5' N/A N/A r r r s• r {' 4 t 7 {eo+Ta4O N/A N/A 47 t/x• { ,/+• a t/Y etµ' • t/•• a s 1/4• , LtgP//0lTpi) brE eNms ,o r „ FOR ANa,ae 7+/s •swab Int.aWwW .Ip soao twNt suaalE MNYIr At10pA swcws AM war O,E etsM„0E AAE eprM® ON tIa faMDut FOR EA oars nvN .prMm am wAlnu rmrt wp„ol, sF•eep er I•Attnn.D s,Wao t11pn/ OR N>IEwE 6r tE A%Ibwa FACTORS, lOA Ma aveRwoN ro E POreIE. smDcm SF+lal,e OSOrlT tANe HeTOR sNMt to E u3e tNw wl.Ar swap .IaGTfD ros Orel rlClp. t,PE AT MIOeRS If{pQ AIOXR 11R t/1'• ,/a'L 1/4y ,µ'► IµY ,µ'L ... a. Alor..NlM ON a «,a,a,,,,,,r a ,fi s►,rat a ,fi AtAlt t< pIE I.e1p0 RMX{R p- a LO. r SJr I= son susNRO w/ WW s3. 10.. ae. 17 LDKr,6 W m a'-0• MID { 1/4' oa MOM UP m r-w tlr. a• ha-f0 AM vDM" at ON RM6w7E a ,r a. G IRA I tjY Nh W&ADEO rtM,ION m WACO mR ALL LOIOTNS U► a WIN. B tl4IEBs I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN A.S.D. DES" Lti1D5 UP TO +53.5, -720 PSF AP1p PANEL'S LENGTH UP TO 8'-a• 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO 8E SOUTHERN PINE N0. 2 w/ SPECii)C DENSITY �' 0.55 OR EQUAL NOTE FOR COaf�t(ILTGN OF SECTIONS - TOP a BOTTOM MouNnNcs CAN BE coMBaED IN ANY WAY To Burt ANY XMSTALIATA'NI. r,MllD DILr FOR APPUCAJU iAl oetutAtata AS PER sEcrlol{s , Tltlel 10. ON S41FET5 w s t e)Now Toe 411MMAUM A.S.O. OEflOM ,IA%TNIY AIg1011S 9wLgN1 1OI1 La, . 3 t/X' ^ m SiCT,aNS / a IIArMAI PANEL. TAPCaI 6 TAR -GNP Wk-w PNRLNTE rENYE M PAI6MATE PIDb SOLID 9[T PIT (W.I.) m Ctlra[1E DONa1ER WHOM m CONCE,E tO11CpE1[ rxN m COIO[1E c011G[lC sml ro CONOMiA OarrxTE RACK I. ODMdRr[ LrN40tEtE tDal m CONCAEr[ [Cr1CRET[ sau or 71tN e' N/A N/A N/A 8' N/A 6' N/A r' N/A N/A N/A t (TOP) 8' 1' N/A N/A 8' 8• 6• B' e" 8' N/A N/A 1 (BOTTOM) 6• N/A N/A N/A o• N/A 6' N/A B• NIA N/A N/A 2 (TOP) s' N/A NJA N/A B' N/A 5• N/A 5• N/A N/A N/A 2 (86TTOM) 55.5, -7Z0 8• N/A N/A N/A B' N/A 8' N/A 8' N/A N/A N/A 3 t 4 (TOP) >T'-3' TO B'-B' � �� S. 1" N/A N/A B• 6' 6• 8' 6' e' N/A N/A S (BOTTOM) Y N/A N/A N/A 8• N/A 8• N/A 8' N/A N/A N/A 7 (TOP) 8' 4• N/A N/A B' B' B' 8' 8• 8' N/A N/A 4 t 7 (BORON) MIA N/A 12 1/2• 6 1/4' 12 1/2' B 1/1• 6 1//' 6 1/4• 6 1/4' 8 1/4• N/A N/A 5 (TOP/BOTTOM) SOLO, -5.1.3 N/A N/A 12 ,/x' 8 1/4' 12 1/2' 8 1/4• 6 1/4• B 1/4' 6 1/4• 6 1/4' N/A N/A a (TOP/BOTTp+) '-B' t0 11'-2' SSA. -720 N/A N/A 8 1/4` N/A B 1/4• p/A 6 1/+• B 7/1• a i//' 8 I/t• N/A N/A s (TOP/BORON) •-a" TO 11•-2' N/A N/A N/A N/A N/A N/A N/A a //4• 6 tfa• a 1/1• B 1/4' 0. 9. 10 (TOP) ILIA -0g0 e' 4• N/A N/A N/A N/A N/A B• B' 6 1//' 6 ,/a• a (Bottom) 2'-OR LESS 011 LESS [�/A 4N/AN/AN/A AV A LN e'6'6 1µ'8 1/s'9 (BORON) N/A N/A N/A N/A N/A N/A 8 1//' 8 1/1' 6 1/1' 6 1/1• 10 (BOTTOM) SEE Rra75 10. It Alp tx IN ANC,OIK 1YPE ! SIrLNIa FOIL eas+uAMalls INTO NDW FRAME allaDela ,lNtar M.>pt f►ACSIoS AND MNAIUY EDO[ OBrAPR[ ARE uOtGtFD ON 1fE lidfaAE. FOR C.Q. ,ESS THAN rANOMED ON SaeD,AE wD,UOE ANCHOR '.9oAe►p W IM7iLr.tl 9IACM0 SNOnI ON 9G�EWU[ W THE r0u0,rnp rAcroRE FDR ,1•a OP7Ia1TpN m E IOtN{IE. „COIICiD 7,'PMCNG OeN11N rSela >aa,D! 9,Nll AiOT E lESS 7NW 1NMr SFTGiG e6rwtED NII EACH ANCMrt lwi AT ANbpM LaDea, TA1'1011 6 wFY! 4M�E ONIt-N eOIID-=7 1•, AIEIp. 1NOp W a a ! ] 7 ,fi 7 a a a a 7 a tR AR m OeIE •�ersq I A; i O R - at CODE Co CL 0 INSTALLATION DETAILS FOR REGULAR PANELS{LCt� INSTALLATION DETAILS FOR REGULAR PANELS(�CtA INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES '- r I) W4piN,M „5oa 1rA5aIL ' , 't I ' (I _. �14-10 PAMElYtTE PLUS - � _ IIh10 PNiELW,E PLUS ��,__ III �14-f0 PANELWtE PW5 � �' , °Y�.00D uP1oaE ii �I � s t 1• o�c.lM t�xm' I r/ S s , .• °.c�� ro' � �[ApOr � a t o ova w�/ ,�7/ro' exe7,Na g000 IIFAIOeR ENRINO lepGp HEADER gE01NNE0' •4 EXIStING W000 NFAOEA Jjr• 4 '�•���^"t�t E0 EO iT NOwaspaMewswo• . ,/•' OLa ,/rMOWAICI,OERWOW NFAOFAx�REpAEDIr. NI SOlDYIF GN eEF 5CHm1AE ON , - 5E[ 9o1E,NAt ON I Na�T i jjf FaR ,1� e � IlFlrf1 16u ldMN910N lfFf a ' ALTERNATIVE 1_ r .. ION t6,. aEPMM1faN to aA>r Mo. PANEL tENG1N ( ro tA•E Nov. PAN0.-LEIIWN � ro al/$ Mm,. PANEL IENC,N sFxE ] 1• BONE ]fs-+ ,µti-ra.,• Es: (sEF NorE ,) ,µsamo• a>< (SEE NarE ,J ,µv-7a,• EE (SEE NDrE » uL r/ t/aY . Na r/ T/r• , 4,S T/ t/ri : ' ttEE sn{wE w aNm — FOR ,r• tNPMA1f011 - TO eM6f. 1 � m -- 11 AM EG 60i � OF 'L 1 - + of 1. � .t. ffi � MAX 1 E01 .IA7 ` T ��- � - tnpj�I,�ilw,.A u�as'aaE' oaNlm aar„Nei • u I on L /4y UO 5CRENS i :•Nr waoo PLATE PANEuurz nos 2•.4• a000_nultE xw• woo au�T L, '� I wN. TNREAaEo —1N, � r tG REOII{IED / pU7tED i. OgtM7. REOull1� MpwpM OF PLATE r,•,,,y�„ a reRaIATIYE 3W ALTERNATIVE ac. w/ + 7/e• 7•al nAtt � • a NAAc sG4E 3/e.+• SCALE 3/6.1' I Mp enGTl, DF Pure 1/47 LAC somrs e F'dDMT1011 • I �'' Ii � O.C. S,AOOLRED W/ M 1a0MIDIN OF PULE scuE ]/e.t• SCAMP a/B-+• SCALE ]/e•l 2fAtF ]/e-I• DQ>'ES: a„M1 1. INSTALLATIONS FOR ALTERNATIVES aW. Ow a 10w ONLY LWID FOR N,tgN1111 S�A TIN,, BVADtAk,S wnt•, AS,O. DESIGN LOADS UP TO +43.& -+M.D Ra.f, AND �� p. TI P,,.:.. 1111 PANEL'S LENGTH LAt TO 12'-4' 'LP�TG�,.•:•• �fT✓q +QY : • EN 2 FOR HEIR WOOD FRAME CONSTRUCTION: w000 MEMBERS ro BE SOUTHERN GEN '•.'` G � ••'•• ��:' V `� •• � FLORIDA BUILDING CODE (Nigh VNoe Hurricane ton! ;• �} FLORIDA BUIIORK( CODE IN h Velocity Nu one Zon! PINE NO. L w/ SPECIFIC DENSITY OF 0.53 OR EQUAL g _ ND- � • � * s °100''E'fC0' eL' IO OACf GALVANREO STEEL STOW PANEL ,� M: NOTE r'tst I'1BMWMttON OF sEr•IteNs: 41 � * � A'a0' .,<. 20 GAGE GALVANIZED STEEL STORM PANEL ,�, ,�, TOP t BOTTOM MOUNTINGS CAN � = * :• � mfitfiw ST _ GLOBAL PROTECTION PRODUCTS, UC. Dec coMe1NE0 m ANY WAY ro sort ANY i AL PROTECTION PRODUCTS, U.C. g,Ar �%"'• Ft RiO� • IL INC. 4.m:r.NStan s�0'•..F! R10 JL ECOINe. • x,N, ti m,t 1NSTAWTWN. ,E' / J • ANr `�awEc."ii'.w� �'c� • p'(` .• a�l. w wac Ne//lra_lals' n're pa,>w•+ln 20-17aw..'�iw 2NMwa w Nw � m-,ar . r . •a L r alA ..�wr r„N!• w r,w F,qK Oa47E4-�7N0. saC (m4X1NiM NL Oa-tODRte w. - - errc .` L �lE IPL7O1 A Trtlt •., Pl Leer„ d N hNl INN1 F �R Gt-WNe yp, tar r p6ll it a M WLiOI A 045014 ^W W C � 0 v � NIIaaTE IIIaW a01p1t1[ AIOOE iar tal101EE MOTHER $ t1uOtAL ON !Qr 1Y, "e � to �� ("` � � "°°asaw Se ""°" °"'�' '° t, a tw/15 Zi 1 1 8 KLo,+o 8 1 1 1 8 KlOaTX)ll 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM „auNa � , rt 1/t 2/: 2A/4 3/4 « 4/4 .2 s 1W/I5 r d SHEET N0. SH 1.1 Ir awilmo __ _ _ - _ - _ _ _ ___ - ANCHORS (SEE SECTIONS ON SHEETS 17. IS. I9 • 20)--- 3074/17. Be. SAT, 17. Bhs.]' AII r MAIL I. fh'Rem k w/70 r*OB/M MNIIO k NW/W 1. 1191 D.Y.or 4 G - -0 - - -- C O 1 "PAN 110Y .+YY ,,- - -�- .�ea/.T >ls 3r(sn-fi ; ��.I'`"11' A w3. O.Y.•®a nlleL tTatOe aoWwpe ) � __ (SEE SCHEDULE) In 3.-WTI "All.aa/17. s >A/+7. 41/17. fB/te. JMAX,+• Yw. rrhs. TWw/+9 a a BAW/O w/+9. 7BR/n k wM 1: YW., ..ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 19 k 20) -- OPTION #2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE 3/16•-1• ,/a• rr W - - - law- - - - - - O '� ® e.l ta•ea -, w1RE was* •.Ours swill, 1 a pwa SECTION A -A SCALE 3/tr-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND F{t a itLt/j CORRESPONDING MAXIMUM PANEL LENGTH "j" SCHEDULE %�•�•''VCEN�'•.`� ' No.44167 i*• * * fIORgJ1 BUILDRIG CODE (Mott Vviceft Hurricane 21xtt O:"IOR101' 20 CAGE GALVANIZED STEEL STORM PANEL RMlw PROTECTION PRODUCTS, UJC. w'/WAmo �� csmm r•IM sw. st S114rsa w mr nwu[ ' ~ 'A 20-175 ww : RNS•m-.� . r.. pA m-.n M•71r-7sa FrA, GS.Nia7ff ►L !/L/•wNtIK/Gtt a'••�r• "'- Irir. r• rt w � ORNw•W Ile wnQI A l4R 44MET W - am's d a ttW(BAIJIA A.S.O. Max. on PANEL LENGTH MINMR)M SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.t.f.) (SEE SECTIONS) +ss.o, -7z.o a'-ts z s/+' UNBOLTED STRUCTURES on cc "A REQUIRED BLOCK WOURIED Dee""'+ :J , Pcoktwm CONCRETE tAMM RWL5111 ATM M INST LLeTION DETAILS FOR OPTION /3 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK �11eTurrcc . tjv TMCpR ANCHORS_�•' TAIKON ANCIIOIIB 1 i' TAP" ANC/CIS - _- �1' TAPCON ATR11OR3 • 9• D.C. a r D.C. "-�r D.C. • r o.e. POURED CONCRETE POURED COrK;IETL POIMID CONfaEI( POURED OOICRETC . 1 ` eLacNouRto t '� cac Yaw '�-- Lo. ; I i ED. ice.• I � , � � � ,r. etwrs W /y. � � : • W ��Yr i I Ir fiNwO� W /7� j r. V/RwM� to I i �-x�� r , rawer W I sa. ,4 r to.•, � ���S, 1 � � OtA6s ' t:1A95 i �7- �, i i j � I EA.• / EO.. 1 �{_ •Y-20AaS(•S YS. W/ ' VT' -, 1/idJ(•$s. Y.S. w/ /r..3/a2 WIND Nur WASHERT.-. •-TjB•U.s/n wNa Nur MASER `' `/rr alai` we(c PART , 3/n^ Ww0 f! • t2 1/Y o c. 'f teEvoNo) I I ,eA1e4Jr • +2 vx' as NUT wAeNu (KYOnO) i I/r TAPCON MIC110115 /4' Ta00N ANCHORS �{ t ANCHORS _ 1 4' TAPCON (STA9KTED W/ anA) - w/ STUD) I • i 1/2' O.0 �1IREDW11(YIE'R 9DCK __.. G1�C0NCIETE BLOCKiOCR � CONCRETE BLOCK IG OE'er.1 I.TIAY L1 �� YO jIjTAJTKlN WALL IMUMM M MALL rroUln "" • aEG1RA. P� SCALE a!B•-t' scuE a/B•-I' sacE a/B•-,' srxE a/r.,• ,N,IYIN/YW J. 7!l4t Me •� FLORIDA BUILDING CODE h Ytlxff Murricera Zone) T%041W0s• nww. NcZD tL19E 6ALYANREO STEEL STORY PANEL °' WO1 N: ALPRo'rECTroNPRooucTs,awc'Lii'Sn,'1w, rAK: (Nf•7•e•-BIND20-178 OYM11•M,eN,/•WwMe/orxE ,Y1UWI A i1LLR Jr,. PL - - 91K1 If IM M F71 r WOOD HEADER WOOD WADDI --L REOLOW G Li SCHRINJUL PANU am PANEL UNGTH sommmvm 11410101111 A? MOWOTH Of KATE OF arm ME ATION PANEL *4 A 21216111 SOUTHERN TEE ellrt f e ! >o fdt AN19MRs irPE ! ' y�,pW, - lMCPIS FOR INStrLlAi101e •/IO w000 mwE auenels tt rtowR SNIaIW pwl a IIPNAIY AlIL4w7R SPACe1K NO YNNW mrt ow*acE AK •IsraTm ON the •ar.eenno are.r Oa } 1CIOIAF NOR E.0. 1180 UWK M06. ltrtM tnewr •..t TW a xalmtAE KnitcE AMa1011 BrYLai n MAmT•lo 9PAatc iewN a 110mULE A9RIL u N+1DIaN N 11E FOLLOwfIC NACIt7R6. TOLL IMt oiww m K POSSIBLE. RmY:p-- iwci oeD6Nm LWrts FAclow wwu IIDt - K I[9s n«tl ,RNMW SA4wRc wonom - ,A• TOR cAOI AKClOR TIFF 06 tIR 1C+ImME -._-.- •/' - - INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Ins N U67-LA E wx� uL t AILJ r vR vr) wn r vR ur L JAr L t T J I VRM rAMLL AA INTO EXISTING WOOD STRUCTURES rl INTO EXISTING WOOD STRUCTURES - � 1 - �IEADiIt ' MCMAR[HD[IDfJt / � IwAOER `x 1� - I�C. TAPOON i r O.C. /, I W 1 t Pp TMCOtI i t O.C. - I , •Y TA/Cdl • r 0.C. 1 •h tAICON • r 0.C. t 1'P tAPOON • r OJ:.•Y TAIY.ON • r O.C. ta�x• tIW. i/•EAOEO I 1 /, 1/2 YW. BREADED - �� i 1/T Hel4 lttebD® --�//1 1/x' rl. 11MFAOEO T�/1 1/Y IK 11"Dlpm %1/Y YN. ,teeIOED P[rETRAl10N Ar WOOD i � • i N'EI(R61rpN Al eOOD ►CAC7RA1101/ A w000 � PDErwAl10K Ai wo9O '! .I I " POIEIIYOgX R MOOD f. HEADER � _t P[NETRATfON M UOOD HEADER i HEADER KADEA iI IIbOfA t '•', r - t/2' � / /T• R ,/x' , ' ;t n' ,/a• t/2 t/i• f, 1/2. )� Mn.' PEDUq[D •,. !� 1M.:.` Nalstwc r• Iv.W.a i j � F1s+elo .. tttaYAelw, Yr, „mlwanw CLASS pe 01A33 _ m m aAK � ( viol[ mDrO of wm ,W ' 1• Ye,. � f w.N4mLttTM:n, w A.t�M � 1. ,�,. ': � pOS1ptG a lo,q vaEt LE11Gi11 Ik Ilerlrwiae �� � O1w45 1 O41W0 'R a w�'s m auR (SEE MORE 9[lnw) m 1' Ye.. 1' Yw. � a StC 1/•"•-�!• - � � OtA65 a 1� MM t/•'•-30.1• a mrtiT In ! (SEE N01[ BELDe') T d•-1at a n� (SEE NOT[ ,�BELOW) SS. Ys. w 1 ONtSS I s/s. S. w - gm luT���__ �;I�� : �� r _•,, _ _ ,�-- �rie�N`"� ,�wo~Nin � f - (� Mono/tl OF ruTE+ i . Cwai �. -S ,�, t/•'A-xDd/•^SS. YS. w/ � '. I,/P•-Taa i•s.z Ys. w/ I � o � YYIa RUI � T/e'RT/SY wnc rRRr twFt j�, Jw • / lnmeR a tZ >/2' ac. WASIQ rre>ER • 12 t/3' ac I � twt4tG (1EY010) ' ' �, � (s[*oND) 1 --_--_-- I _ �- �•'. I: __t-. i I , rs TAICON • r ac. --- i , ••'. TAAY.YIN • r o.c I _ � 1 rr TAPCON • r ac 1 i • law. tl•iA0[D l E-.•' WOOD ��' ` e • . 3 WINO N,Jr 7 P . ]!n` wWG NUT i I� 7 t4TAemEO w/ snA) AtC7MD / sruo) r1aN M tAOwtOrH 2°F•• wood / ' /n' 11BAFOIH 1!x• W. 1� K PLATE •�.-. , L-. - REQUIRED Nti4NER i e t/t' O.C. eEIXgEp - I I I. WR4MER i (BEYOND) • tlODo Putt wtTco PtM[ ` O PLATE a PLATE --� /li-fo PM+ElwTE wood PLATE PUT[ '• • s 1/4• o.c w 1 T "T j • s I/•• o.c. w�, 7 , -- g�T�� ALTERYATIVE TAW • R�/iAR PANEL � + PE�HETttWtigN sc4E a/e•-1' SCALE J/r-t` scAlr< 3/e•.1' SCa4E s/e•-t` rw+"r EP N. TILUI ,�TT,P A. TILT/j rD� � .''•�g� SCALE aiB•-1• ���:� ��CENaF'✓9 scME 3/e•-1• FLORIDA BUILDING CODE tun r ,. RSTAI1ATtpa ARE oNLr VALID FOR BwtDSCB MYM A9A Ok]IOill Idw15 3: � FLORIDA BUILDING CODE h Y NurAcOM Zont w ro .sss -Tao PSI` AND ►Mnx WCM W ro r-r � lyp, 4 1 * � 'w0 TLffi0•'� 20 GJIQE CALVANREO STEEL STOIIY ►ANTE r, rlp 441 BT •: # - C °mm taOax.'K 20 GAGE GALVANIZED STEEL SiD T. FOR I!W MOOD NRAME OaN}1"ICBONc wood tNOlfOls ro K [ � °Aim' •1" t. tNSTAILlIT10N5 ARE O/Ar wino FOR BWDSCS rVTM A.fiD. OfelGrl Lows PIE w. a W/ sPEtsre ooro,Y a OM OR oR eaAl� 8 # : er/NVmae w ro a}D.9. -72.0 P5F AND PANELS LOIctH ,P ro e'-r. � ATE Q^��k����-' OLOM � PROTECTKMI PRODU �ILEC_ - - AL PROTECTION PRODUCTS, U..C. tw,E 1; Ol �� wma'.& OIre.LFORrawwoodFRAME wreTwletloN:woaoAEtrEzuroKsounlERNleasaM,stwmuoasAtesTlmAKc.tia»,sLIREtA. 2,w/fPECwCDLaTAN' ofossOR EOrAILORlOeew.sLailwaR:(Ae.wuc swfrra7n 20-178t:K.N.� nnc irrMr-7e.0. sa: (6s.Ml REVIERSM Ph* TRACK *1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE +/2-+) (TOLL WUTM}-- _-. --2,p3p• j� -- - - ta9oo' (EFFEC+IYE WC+N) ' ' �. i � ~ 1 � � 07S• 2�00' � � p � II 2 L ��tea. EDQE 01•R 'JO telYY ORAE � 9-0 •ITEM. � A Tel R 7zJ• 4' it - zso (----Z,qo'- - PANELS UC V _ .)OO' -- .raar ' i r t-- 125• �' 9 � LSOYETRIC YL£lEt G£TALL A 2.000' het, ROUNDED CORNER • tTAS a PANEL'S ETA LIP W/ HEAi� EDGE. 2i0-'Q. Q 0�� Q w�' TRACK QS 1 t 4 Ir 125906+-i6 AWm. ALLOY QI r- � YSp' N T I- No.441B7 1-.730•-� .amO xtam. Pe �J.�% � rQ O7 1 TE3 (Mex.i ALLNL A1NiLE O STOP BAR 1L E C O tre 1t• LONG �It. a,.I.�w,IPr 1063-15 Hum. ALIDY w-,r eL t1G4/••IwufA•L G-fIwAN w4Wll w w r_ PL nriwwVu u I a..a, -2.581•- P. , 2S' a000' - _--3'- © 2Wxs'(YOX.) ALUM. ANGLEIS: FILE 011- MYrTIceM S LOW SECTION 6-8 MEANS JIDAACEWT 0 MR DIRECTLY WILL 4 � NOtE T cDwH Nr/ q tr/O /'�•,• a..' t'� 4'� FOw OOIHtIi7E AAp1011e; +¢ (SE[ IIOR x wear) 3• Itwa 2'/24 1'/24 a pE[ ItOR } eeB•9 ! EACH •ate' COOLIE OR tetRr xk FaR wo99 T-r rf �' cDNOwt[ AKgIWe3' Mea. SQ LIONS ON >.wtY 36 taK fO[OtAt 9M R1QI 7A) - •1 1' Yn. W ,ar eNsl IVY -�•. � 1/Y t7• a® DT• r'ANN T (1MiFlw01, Iw/Q) (MIOIq i'MIR) (tMOlww PaRa) n¢ TOR a a 4•9BnwP'1��T (oo PMtEL) lrmaloR ►Mn) ) ,SEE IKRE i . e•a . 3. • Baee • � � I I 1 t�l IfpI,TEp i ( t t +jIII i •'I- PAlili Myy. w �MAwla4��/T5w/ _ T _1• ,t�N11"IMIS � # 'l, �). -, .... _, - .� _. ._ - - .- •a x 1• L,._; I 9FE raR . enDW ' :,_.. • • !Fg NCR }r--II�,T'-�.--fAIQM1rE ih►•) TOR OOIIaER AMO,OM! 7i[ E[l9w y� -.•• _ (K7[RNtlE 1 ITw aN i6Li Ek TOR MOOD ¢RDI•.-mot Wn AT � ORG�iI � tttetnw on e1rT =• IRBeOR E� Cr a '-�}aRTYPICAL ELEVATION FOR SER Itm TW/ OR W/o®.Q • ,AST wwa n ro K wsAum Ar Fx+, � ,s• ' o1�roWC�suti'ALroiYrKs aE"APR�atoEo w�' OPOm10 st+rS A,awrs K IWO,CED w// RTJJI MANOtF ro FACIIAAtt - �Iva 10 FADpwME "S/ALLMIOfI . IIFIEYCm To K "STALtm rtrM » wm rwoY - INSIDE a 9tR(ICT,IIE rt/•' M. OAP ,/.• Itu BM r --- -- H' Ile. eAP 1/•• Kew GM-'- i OR yaRlyo®•8 1 (1), OFEBBII0N1 OF SERIES ,DOD: E - 2 HA/ID STORY PANEL SYSTEM CONSISIBA OF RAVEL H4>f5.� TRACKS AT TOP k PANEIANR PLUS OR 15' LONG (1). D£F•dRP10M Df SERIES aD00; E - Z lNNG STORM PANEL SYSTEM CONSISTING OF PANEL . (rAY W/ PANk7ANT65. Cont. TRAWLS TOP k eorTOM. (2). ETA PANELS SHALL ALWAYS !E CONIIECRD TO E�[1NC All WAu BY YFANS OF (2) AID PANELS SNMl ALWAYS O CONNECTED TO BOTTOM LIMOS OTHERWISE A STOP BAR PAtEIANTES af. If USED Y R/ i5' LONG Q) TRY:R AT fKT110M. EIA PANELS OSJ S1NLL BE PROVgED A7 TOP � A1G1 PAKLS. SWILL BE COrBECTEO fi w/ 1 {'0-10s3/i•'i1.5. W R1/1G NUT OR 1 4Y-20..t IRrI. �VRRABSCREfM RIYO T��2 ('EkCEPE AS (3), IF EIA PANELS ME WrYEC1ED TO BOTTOM TRACII CONNECTION 5104E CONSIST OF DESCRIBED ON � (� 1 ih2O.3/C Ys, w/ 7/ras/sY tr�O RUi OR 1/M43/a• Lan. T,CNiSCREW (3). FOR utEs WHEN EI+D PANFis ME USE ,gRRTLY W/ ls• LORD � AT T/PPED BOTTOM tRACR tDGTaN of FASTENERS wr eE AT TINIER G TWO pUt tDA PANELS ARE Iqf CgN1�TEp ro BOFfOY TRMx� stop E]ITERIDR FIAT FilIIICES OF FaO PANEL SWILL BE PROM AT LOP OF SUCH PME15. (•). W GIBE IIMT END PANELS ARE NOT MNtECiED TO BOTTOM TRACK (I.w. A STOP BAR (•). F'OR eStALIRiW6 YR+EN EIA PANELS AND SOME eV1EIBOR PANELS ARE t5 ONLY LAID AT T1y AT LEAST Two PAWFls SNk1 DE Cntol[crzD ro 80TT1011 TRACK NOIeYTED ro E)OSTMG Sw1 RIAIL YFANs of PANpAY0E5, ONE otRtTOR FMlAL U411A SPECS S'AKA ON NOR (}) ABOVE W SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK ACT A7TMliO BOTTOM TRACK TO ro ro BOTTOM rtutlt TINY OCCUR AT ANn PANEL LOCATION W/ 1W0 PANE{AtIeRB SHOWN ON ELEw1710N AND W/ 3 t/2' (3). SEE SECTION ,', J' ! •' ON SHEET N_ SEE ANCHOR SCHEDULE ON SHEET ZS, MEW. EDGE DISTANCE, FOR iN6 CASE. BVfER1O1t PANE1 USED Y 1Y! � ObES W011111tWNIgMr NOT NEED TO O coo e1EC7fD ro Dr AMr . TM' CK SHW.L INSTALLED .4F•� P: tl(�l THEIR OVERLAPS �OVF78AP*sRETAP� �. �T k RIIBNr SIDE DF PANEL) IwvE N'V' •• CEN •''•:'� FLORIDA-BUILDING CODE h YN Nu no zone) • N0.4 167 _ �10 *s'�'"` 20 BAttT GALVAiY2Ep STEEL STORY PALL M1MM W. STA OF : GLNAL PROTECTION PRODUCTS, U.C. °'/`/f°° �+••. - IL E C O Ire. 9tR: pc .. F(0 Ot".; \ •y�+os.s • /.o°owcs"a6'aa'":rT 4's F ' • 6 ( ,s. •I. a. tW, "t.r wan" tt•Rc (wHNw•-n.RL Fan Ouywr•+rn 20- 171S NhVNINN L P.E. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� � MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. INST LLeTION DETAILS FOR OPTION /3 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK �11eTurrcc . tjv TMCpR ANCHORS_�•' TAIKON ANCIIOIIB 1 i' TAP" ANC/CIS - _- �1' TAPCON ATR11OR3 • 9• D.C. a r D.C. "-�r D.C. • r o.e. POURED CONCRETE POURED COrK;IETL POIMID CONfaEI( POURED OOICRETC . 1 ` eLacNouRto t '� cac Yaw '�-- Lo. ; I i ED. ice.• I � , � � � ,r. etwrs W /y. � � : • W ��Yr i I Ir fiNwO� W /7� j r. V/RwM� to I i �-x�� r , rawer W I sa. ,4 r to.•, � ���S, 1 � � OtA6s ' t:1A95 i �7- �, i i j � I EA.• / EO.. 1 �{_ •Y-20AaS(•S YS. W/ ' VT' -, 1/idJ(•$s. Y.S. w/ /r..3/a2 WIND Nur WASHERT.-. •-TjB•U.s/n wNa Nur MASER `' `/rr alai` we(c PART , 3/n^ Ww0 f! • t2 1/Y o c. 'f teEvoNo) I I ,eA1e4Jr • +2 vx' as NUT wAeNu (KYOnO) i I/r TAPCON MIC110115 /4' Ta00N ANCHORS �{ t ANCHORS _ 1 4' TAPCON (STA9KTED W/ anA) - w/ STUD) I • i 1/2' O.0 �1IREDW11(YIE'R 9DCK __.. G1�C0NCIETE BLOCKiOCR � CONCRETE BLOCK IG OE'er.1 I.TIAY L1 �� YO jIjTAJTKlN WALL IMUMM M MALL rroUln "" • aEG1RA. P� SCALE a!B•-t' scuE a/B•-I' sacE a/B•-,' srxE a/r.,• ,N,IYIN/YW J. 7!l4t Me •� FLORIDA BUILDING CODE h Ytlxff Murricera Zone) T%041W0s• nww. NcZD tL19E 6ALYANREO STEEL STORY PANEL °' WO1 N: ALPRo'rECTroNPRooucTs,awc'Lii'Sn,'1w, rAK: (Nf•7•e•-BIND20-178 OYM11•M,eN,/•WwMe/orxE ,Y1UWI A i1LLR Jr,. PL - - 91K1 If IM M F71 r WOOD HEADER WOOD WADDI --L REOLOW G Li SCHRINJUL PANU am PANEL UNGTH sommmvm 11410101111 A? MOWOTH Of KATE OF arm ME ATION PANEL *4 A 21216111 SOUTHERN TEE ellrt f e ! >o fdt AN19MRs irPE ! ' y�,pW, - lMCPIS FOR INStrLlAi101e •/IO w000 mwE auenels tt rtowR SNIaIW pwl a IIPNAIY AlIL4w7R SPACe1K NO YNNW mrt ow*acE AK •IsraTm ON the •ar.eenno are.r Oa } 1CIOIAF NOR E.0. 1180 UWK M06. ltrtM tnewr •..t TW a xalmtAE KnitcE AMa1011 BrYLai n MAmT•lo 9PAatc iewN a 110mULE A9RIL u N+1DIaN N 11E FOLLOwfIC NACIt7R6. TOLL IMt oiww m K POSSIBLE. RmY:p-- iwci oeD6Nm LWrts FAclow wwu IIDt - K I[9s n«tl ,RNMW SA4wRc wonom - ,A• TOR cAOI AKClOR TIFF 06 tIR 1C+ImME -._-.- •/' - - INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Ins N U67-LA E wx� uL t AILJ r vR vr) wn r vR ur L JAr L t T J I VRM rAMLL AA INTO EXISTING WOOD STRUCTURES rl INTO EXISTING WOOD STRUCTURES - � 1 - �IEADiIt ' MCMAR[HD[IDfJt / � IwAOER `x 1� - I�C. TAPOON i r O.C. /, I W 1 t Pp TMCOtI i t O.C. - I , •Y TA/Cdl • r 0.C. 1 •h tAICON • r 0.C. t 1'P tAPOON • r OJ:.•Y TAIY.ON • r O.C. ta�x• tIW. i/•EAOEO I 1 /, 1/2 YW. BREADED - �� i 1/T Hel4 lttebD® --�//1 1/x' rl. 11MFAOEO T�/1 1/Y IK 11"Dlpm %1/Y YN. ,teeIOED P[rETRAl10N Ar WOOD i � • i N'EI(R61rpN Al eOOD ►CAC7RA1101/ A w000 � PDErwAl10K Ai wo9O '! .I I " POIEIIYOgX R MOOD f. HEADER � _t P[NETRATfON M UOOD HEADER i HEADER KADEA iI IIbOfA t '•', r - t/2' � / /T• R ,/x' , ' ;t n' ,/a• t/2 t/i• f, 1/2. )� Mn.' PEDUq[D •,. !� 1M.:.` Nalstwc r• Iv.W.a i j � F1s+elo .. tttaYAelw, Yr, „mlwanw CLASS pe 01A33 _ m m aAK � ( viol[ mDrO of wm ,W ' 1• Ye,. � f w.N4mLttTM:n, w A.t�M � 1. ,�,. ': � pOS1ptG a lo,q vaEt LE11Gi11 Ik Ilerlrwiae �� � O1w45 1 O41W0 'R a w�'s m auR (SEE MORE 9[lnw) m 1' Ye.. 1' Yw. � a StC 1/•"•-�!• - � � OtA65 a 1� MM t/•'•-30.1• a mrtiT In ! (SEE N01[ BELDe') T d•-1at a n� (SEE NOT[ ,�BELOW) SS. Ys. w 1 ONtSS I s/s. S. w - gm luT���__ �;I�� : �� r _•,, _ _ ,�-- �rie�N`"� ,�wo~Nin � f - (� Mono/tl OF ruTE+ i . Cwai �. -S ,�, t/•'A-xDd/•^SS. YS. w/ � '. I,/P•-Taa i•s.z Ys. w/ I � o � YYIa RUI � T/e'RT/SY wnc rRRr twFt j�, Jw • / lnmeR a tZ >/2' ac. WASIQ rre>ER • 12 t/3' ac I � twt4tG (1EY010) ' ' �, � (s[*oND) 1 --_--_-- I _ �- �•'. I: __t-. i I , rs TAICON • r ac. --- i , ••'. TAAY.YIN • r o.c I _ � 1 rr TAPCON • r ac 1 i • law. tl•iA0[D l E-.•' WOOD ��' ` e • . 3 WINO N,Jr 7 P . ]!n` wWG NUT i I� 7 t4TAemEO w/ snA) AtC7MD / sruo) r1aN M tAOwtOrH 2°F•• wood / ' /n' 11BAFOIH 1!x• W. 1� K PLATE •�.-. , L-. - REQUIRED Nti4NER i e t/t' O.C. eEIXgEp - I I I. WR4MER i (BEYOND) • tlODo Putt wtTco PtM[ ` O PLATE a PLATE --� /li-fo PM+ElwTE wood PLATE PUT[ '• • s 1/4• o.c w 1 T "T j • s I/•• o.c. w�, 7 , -- g�T�� ALTERYATIVE TAW • R�/iAR PANEL � + PE�HETttWtigN sc4E a/e•-1' SCALE J/r-t` scAlr< 3/e•.1' SCa4E s/e•-t` rw+"r EP N. TILUI ,�TT,P A. TILT/j rD� � .''•�g� SCALE aiB•-1• ���:� ��CENaF'✓9 scME 3/e•-1• FLORIDA BUILDING CODE tun r ,. RSTAI1ATtpa ARE oNLr VALID FOR BwtDSCB MYM A9A Ok]IOill Idw15 3: � FLORIDA BUILDING CODE h Y NurAcOM Zont w ro .sss -Tao PSI` AND ►Mnx WCM W ro r-r � lyp, 4 1 * � 'w0 TLffi0•'� 20 GJIQE CALVANREO STEEL STOIIY ►ANTE r, rlp 441 BT •: # - C °mm taOax.'K 20 GAGE GALVANIZED STEEL SiD T. FOR I!W MOOD NRAME OaN}1"ICBONc wood tNOlfOls ro K [ � °Aim' •1" t. tNSTAILlIT10N5 ARE O/Ar wino FOR BWDSCS rVTM A.fiD. OfelGrl Lows PIE w. a W/ sPEtsre ooro,Y a OM OR oR eaAl� 8 # : er/NVmae w ro a}D.9. -72.0 P5F AND PANELS LOIctH ,P ro e'-r. � ATE Q^��k����-' OLOM � PROTECTKMI PRODU �ILEC_ - - AL PROTECTION PRODUCTS, U..C. tw,E 1; Ol �� wma'.& OIre.LFORrawwoodFRAME wreTwletloN:woaoAEtrEzuroKsounlERNleasaM,stwmuoasAtesTlmAKc.tia»,sLIREtA. 2,w/fPECwCDLaTAN' ofossOR EOrAILORlOeew.sLailwaR:(Ae.wuc swfrra7n 20-178t:K.N.� nnc irrMr-7e.0. sa: (6s.Ml REVIERSM Ph* TRACK *1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE +/2-+) (TOLL WUTM}-- _-. --2,p3p• j� -- - - ta9oo' (EFFEC+IYE WC+N) ' ' �. i � ~ 1 � � 07S• 2�00' � � p � II 2 L ��tea. EDQE 01•R 'JO telYY ORAE � 9-0 •ITEM. � A Tel R 7zJ• 4' it - zso (----Z,qo'- - PANELS UC V _ .)OO' -- .raar ' i r t-- 125• �' 9 � LSOYETRIC YL£lEt G£TALL A 2.000' het, ROUNDED CORNER • tTAS a PANEL'S ETA LIP W/ HEAi� EDGE. 2i0-'Q. Q 0�� Q w�' TRACK QS 1 t 4 Ir 125906+-i6 AWm. ALLOY QI r- � YSp' N T I- No.441B7 1-.730•-� .amO xtam. Pe �J.�% � rQ O7 1 TE3 (Mex.i ALLNL A1NiLE O STOP BAR 1L E C O tre 1t• LONG �It. a,.I.�w,IPr 1063-15 Hum. ALIDY w-,r eL t1G4/••IwufA•L G-fIwAN w4Wll w w r_ PL nriwwVu u I a..a, -2.581•- P. , 2S' a000' - _--3'- © 2Wxs'(YOX.) ALUM. ANGLEIS: FILE 011- MYrTIceM S LOW SECTION 6-8 MEANS JIDAACEWT 0 MR DIRECTLY WILL 4 � NOtE T cDwH Nr/ q tr/O /'�•,• a..' t'� 4'� FOw OOIHtIi7E AAp1011e; +¢ (SE[ IIOR x wear) 3• Itwa 2'/24 1'/24 a pE[ ItOR } eeB•9 ! EACH •ate' COOLIE OR tetRr xk FaR wo99 T-r rf �' cDNOwt[ AKgIWe3' Mea. SQ LIONS ON >.wtY 36 taK fO[OtAt 9M R1QI 7A) - •1 1' Yn. W ,ar eNsl IVY -�•. � 1/Y t7• a® DT• r'ANN T (1MiFlw01, Iw/Q) (MIOIq i'MIR) (tMOlww PaRa) n¢ TOR a a 4•9BnwP'1��T (oo PMtEL) lrmaloR ►Mn) ) ,SEE IKRE i . e•a . 3. • Baee • � � I I 1 t�l IfpI,TEp i ( t t +jIII i •'I- PAlili Myy. w �MAwla4��/T5w/ _ T _1• ,t�N11"IMIS � # 'l, �). -, .... _, - .� _. ._ - - .- •a x 1• L,._; I 9FE raR . enDW ' :,_.. • • !Fg NCR }r--II�,T'-�.--fAIQM1rE ih►•) TOR OOIIaER AMO,OM! 7i[ E[l9w y� -.•• _ (K7[RNtlE 1 ITw aN i6Li Ek TOR MOOD ¢RDI•.-mot Wn AT � ORG�iI � tttetnw on e1rT =• IRBeOR E� Cr a '-�}aRTYPICAL ELEVATION FOR SER Itm TW/ OR W/o®.Q • ,AST wwa n ro K wsAum Ar Fx+, � ,s• ' o1�roWC�suti'ALroiYrKs aE"APR�atoEo w�' OPOm10 st+rS A,awrs K IWO,CED w// RTJJI MANOtF ro FACIIAAtt - �Iva 10 FADpwME "S/ALLMIOfI . IIFIEYCm To K "STALtm rtrM » wm rwoY - INSIDE a 9tR(ICT,IIE rt/•' M. OAP ,/.• Itu BM r --- -- H' Ile. eAP 1/•• Kew GM-'- i OR yaRlyo®•8 1 (1), OFEBBII0N1 OF SERIES ,DOD: E - 2 HA/ID STORY PANEL SYSTEM CONSISIBA OF RAVEL H4>f5.� TRACKS AT TOP k PANEIANR PLUS OR 15' LONG (1). D£F•dRP10M Df SERIES aD00; E - Z lNNG STORM PANEL SYSTEM CONSISTING OF PANEL . (rAY W/ PANk7ANT65. Cont. TRAWLS TOP k eorTOM. (2). ETA PANELS SHALL ALWAYS !E CONIIECRD TO E�[1NC All WAu BY YFANS OF (2) AID PANELS SNMl ALWAYS O CONNECTED TO BOTTOM LIMOS OTHERWISE A STOP BAR PAtEIANTES af. If USED Y R/ i5' LONG Q) TRY:R AT fKT110M. EIA PANELS OSJ S1NLL BE PROVgED A7 TOP � A1G1 PAKLS. SWILL BE COrBECTEO fi w/ 1 {'0-10s3/i•'i1.5. W R1/1G NUT OR 1 4Y-20..t IRrI. �VRRABSCREfM RIYO T��2 ('EkCEPE AS (3), IF EIA PANELS ME WrYEC1ED TO BOTTOM TRACII CONNECTION 5104E CONSIST OF DESCRIBED ON � (� 1 ih2O.3/C Ys, w/ 7/ras/sY tr�O RUi OR 1/M43/a• Lan. T,CNiSCREW (3). FOR utEs WHEN EI+D PANFis ME USE ,gRRTLY W/ ls• LORD � AT T/PPED BOTTOM tRACR tDGTaN of FASTENERS wr eE AT TINIER G TWO pUt tDA PANELS ARE Iqf CgN1�TEp ro BOFfOY TRMx� stop E]ITERIDR FIAT FilIIICES OF FaO PANEL SWILL BE PROM AT LOP OF SUCH PME15. (•). W GIBE IIMT END PANELS ARE NOT MNtECiED TO BOTTOM TRACK (I.w. A STOP BAR (•). F'OR eStALIRiW6 YR+EN EIA PANELS AND SOME eV1EIBOR PANELS ARE t5 ONLY LAID AT T1y AT LEAST Two PAWFls SNk1 DE Cntol[crzD ro 80TT1011 TRACK NOIeYTED ro E)OSTMG Sw1 RIAIL YFANs of PANpAY0E5, ONE otRtTOR FMlAL U411A SPECS S'AKA ON NOR (}) ABOVE W SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK ACT A7TMliO BOTTOM TRACK TO ro ro BOTTOM rtutlt TINY OCCUR AT ANn PANEL LOCATION W/ 1W0 PANE{AtIeRB SHOWN ON ELEw1710N AND W/ 3 t/2' (3). SEE SECTION ,', J' ! •' ON SHEET N_ SEE ANCHOR SCHEDULE ON SHEET ZS, MEW. EDGE DISTANCE, FOR iN6 CASE. BVfER1O1t PANE1 USED Y 1Y! � ObES W011111tWNIgMr NOT NEED TO O coo e1EC7fD ro Dr AMr . TM' CK SHW.L INSTALLED .4F•� P: tl(�l THEIR OVERLAPS �OVF78AP*sRETAP� �. �T k RIIBNr SIDE DF PANEL) IwvE N'V' •• CEN •''•:'� FLORIDA-BUILDING CODE h YN Nu no zone) • N0.4 167 _ �10 *s'�'"` 20 BAttT GALVAiY2Ep STEEL STORY PALL M1MM W. STA OF : GLNAL PROTECTION PRODUCTS, U.C. °'/`/f°° �+••. - IL E C O Ire. 9tR: pc .. F(0 Ot".; \ •y�+os.s • /.o°owcs"a6'aa'":rT 4's F ' • 6 ( ,s. •I. a. tW, "t.r wan" tt•Rc (wHNw•-n.RL Fan Ouywr•+rn 20- 171S NhVNINN L P.E. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� � MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM Ins N U67-LA E wx� uL t AILJ r vR vr) wn r vR ur L JAr L t T J I VRM rAMLL AA INTO EXISTING WOOD STRUCTURES rl INTO EXISTING WOOD STRUCTURES - � 1 - �IEADiIt ' MCMAR[HD[IDfJt / � IwAOER `x 1� - I�C. TAPOON i r O.C. /, I W 1 t Pp TMCOtI i t O.C. - I , •Y TA/Cdl • r 0.C. 1 •h tAICON • r 0.C. t 1'P tAPOON • r OJ:.•Y TAIY.ON • r O.C. ta�x• tIW. i/•EAOEO I 1 /, 1/2 YW. BREADED - �� i 1/T Hel4 lttebD® --�//1 1/x' rl. 11MFAOEO T�/1 1/Y IK 11"Dlpm %1/Y YN. ,teeIOED P[rETRAl10N Ar WOOD i � • i N'EI(R61rpN Al eOOD ►CAC7RA1101/ A w000 � PDErwAl10K Ai wo9O '! .I I " POIEIIYOgX R MOOD f. HEADER � _t P[NETRATfON M UOOD HEADER i HEADER KADEA iI IIbOfA t '•', r - t/2' � / /T• R ,/x' , ' ;t n' ,/a• t/2 t/i• f, 1/2. )� Mn.' PEDUq[D •,. !� 1M.:.` Nalstwc r• Iv.W.a i j � F1s+elo .. tttaYAelw, Yr, „mlwanw CLASS pe 01A33 _ m m aAK � ( viol[ mDrO of wm ,W ' 1• Ye,. � f w.N4mLttTM:n, w A.t�M � 1. ,�,. ': � pOS1ptG a lo,q vaEt LE11Gi11 Ik Ilerlrwiae �� � O1w45 1 O41W0 'R a w�'s m auR (SEE MORE 9[lnw) m 1' Ye.. 1' Yw. � a StC 1/•"•-�!• - � � OtA65 a 1� MM t/•'•-30.1• a mrtiT In ! (SEE N01[ BELDe') T d•-1at a n� (SEE NOT[ ,�BELOW) SS. Ys. w 1 ONtSS I s/s. S. w - gm luT���__ �;I�� : �� r _•,, _ _ ,�-- �rie�N`"� ,�wo~Nin � f - (� Mono/tl OF ruTE+ i . Cwai �. -S ,�, t/•'A-xDd/•^SS. YS. w/ � '. I,/P•-Taa i•s.z Ys. w/ I � o � YYIa RUI � T/e'RT/SY wnc rRRr twFt j�, Jw • / lnmeR a tZ >/2' ac. WASIQ rre>ER • 12 t/3' ac I � twt4tG (1EY010) ' ' �, � (s[*oND) 1 --_--_-- I _ �- �•'. I: __t-. i I , rs TAICON • r ac. --- i , ••'. TAAY.YIN • r o.c I _ � 1 rr TAPCON • r ac 1 i • law. tl•iA0[D l E-.•' WOOD ��' ` e • . 3 WINO N,Jr 7 P . ]!n` wWG NUT i I� 7 t4TAemEO w/ snA) AtC7MD / sruo) r1aN M tAOwtOrH 2°F•• wood / ' /n' 11BAFOIH 1!x• W. 1� K PLATE •�.-. , L-. - REQUIRED Nti4NER i e t/t' O.C. eEIXgEp - I I I. WR4MER i (BEYOND) • tlODo Putt wtTco PtM[ ` O PLATE a PLATE --� /li-fo PM+ElwTE wood PLATE PUT[ '• • s 1/4• o.c w 1 T "T j • s I/•• o.c. w�, 7 , -- g�T�� ALTERYATIVE TAW • R�/iAR PANEL � + PE�HETttWtigN sc4E a/e•-1' SCALE J/r-t` scAlr< 3/e•.1' SCa4E s/e•-t` rw+"r EP N. TILUI ,�TT,P A. TILT/j rD� � .''•�g� SCALE aiB•-1• ���:� ��CENaF'✓9 scME 3/e•-1• FLORIDA BUILDING CODE tun r ,. RSTAI1ATtpa ARE oNLr VALID FOR BwtDSCB MYM A9A Ok]IOill Idw15 3: � FLORIDA BUILDING CODE h Y NurAcOM Zont w ro .sss -Tao PSI` AND ►Mnx WCM W ro r-r � lyp, 4 1 * � 'w0 TLffi0•'� 20 GJIQE CALVANREO STEEL STOIIY ►ANTE r, rlp 441 BT •: # - C °mm taOax.'K 20 GAGE GALVANIZED STEEL SiD T. FOR I!W MOOD NRAME OaN}1"ICBONc wood tNOlfOls ro K [ � °Aim' •1" t. tNSTAILlIT10N5 ARE O/Ar wino FOR BWDSCS rVTM A.fiD. OfelGrl Lows PIE w. a W/ sPEtsre ooro,Y a OM OR oR eaAl� 8 # : er/NVmae w ro a}D.9. -72.0 P5F AND PANELS LOIctH ,P ro e'-r. � ATE Q^��k����-' OLOM � PROTECTKMI PRODU �ILEC_ - - AL PROTECTION PRODUCTS, U..C. tw,E 1; Ol �� wma'.& OIre.LFORrawwoodFRAME wreTwletloN:woaoAEtrEzuroKsounlERNleasaM,stwmuoasAtesTlmAKc.tia»,sLIREtA. 2,w/fPECwCDLaTAN' ofossOR EOrAILORlOeew.sLailwaR:(Ae.wuc swfrra7n 20-178t:K.N.� nnc irrMr-7e.0. sa: (6s.Ml REVIERSM Ph* TRACK *1 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE +/2-+) (TOLL WUTM}-- _-. --2,p3p• j� -- - - ta9oo' (EFFEC+IYE WC+N) ' ' �. i � ~ 1 � � 07S• 2�00' � � p � II 2 L ��tea. EDQE 01•R 'JO telYY ORAE � 9-0 •ITEM. � A Tel R 7zJ• 4' it - zso (----Z,qo'- - PANELS UC V _ .)OO' -- .raar ' i r t-- 125• �' 9 � LSOYETRIC YL£lEt G£TALL A 2.000' het, ROUNDED CORNER • tTAS a PANEL'S ETA LIP W/ HEAi� EDGE. 2i0-'Q. Q 0�� Q w�' TRACK QS 1 t 4 Ir 125906+-i6 AWm. ALLOY QI r- � YSp' N T I- No.441B7 1-.730•-� .amO xtam. Pe �J.�% � rQ O7 1 TE3 (Mex.i ALLNL A1NiLE O STOP BAR 1L E C O tre 1t• LONG �It. a,.I.�w,IPr 1063-15 Hum. ALIDY w-,r eL t1G4/••IwufA•L G-fIwAN w4Wll w w r_ PL nriwwVu u I a..a, -2.581•- P. , 2S' a000' - _--3'- © 2Wxs'(YOX.) ALUM. ANGLEIS: FILE 011- MYrTIceM S LOW SECTION 6-8 MEANS JIDAACEWT 0 MR DIRECTLY WILL 4 � NOtE T cDwH Nr/ q tr/O /'�•,• a..' t'� 4'� FOw OOIHtIi7E AAp1011e; +¢ (SE[ IIOR x wear) 3• Itwa 2'/24 1'/24 a pE[ ItOR } eeB•9 ! EACH •ate' COOLIE OR tetRr xk FaR wo99 T-r rf �' cDNOwt[ AKgIWe3' Mea. SQ LIONS ON >.wtY 36 taK fO[OtAt 9M R1QI 7A) - •1 1' Yn. W ,ar eNsl IVY -�•. � 1/Y t7• a® DT• r'ANN T (1MiFlw01, Iw/Q) (MIOIq i'MIR) (tMOlww PaRa) n¢ TOR a a 4•9BnwP'1��T (oo PMtEL) lrmaloR ►Mn) ) ,SEE IKRE i . e•a . 3. • Baee • � � I I 1 t�l IfpI,TEp i ( t t +jIII i •'I- PAlili Myy. w �MAwla4��/T5w/ _ T _1• ,t�N11"IMIS � # 'l, �). -, .... _, - .� _. ._ - - .- •a x 1• L,._; I 9FE raR . enDW ' :,_.. • • !Fg NCR }r--II�,T'-�.--fAIQM1rE ih►•) TOR OOIIaER AMO,OM! 7i[ E[l9w y� -.•• _ (K7[RNtlE 1 ITw aN i6Li Ek TOR MOOD ¢RDI•.-mot Wn AT � ORG�iI � tttetnw on e1rT =• IRBeOR E� Cr a '-�}aRTYPICAL ELEVATION FOR SER Itm TW/ OR W/o®.Q • ,AST wwa n ro K wsAum Ar Fx+, � ,s• ' o1�roWC�suti'ALroiYrKs aE"APR�atoEo w�' OPOm10 st+rS A,awrs K IWO,CED w// RTJJI MANOtF ro FACIIAAtt - �Iva 10 FADpwME "S/ALLMIOfI . IIFIEYCm To K "STALtm rtrM » wm rwoY - INSIDE a 9tR(ICT,IIE rt/•' M. OAP ,/.• Itu BM r --- -- H' Ile. eAP 1/•• Kew GM-'- i OR yaRlyo®•8 1 (1), OFEBBII0N1 OF SERIES ,DOD: E - 2 HA/ID STORY PANEL SYSTEM CONSISIBA OF RAVEL H4>f5.� TRACKS AT TOP k PANEIANR PLUS OR 15' LONG (1). D£F•dRP10M Df SERIES aD00; E - Z lNNG STORM PANEL SYSTEM CONSISTING OF PANEL . (rAY W/ PANk7ANT65. Cont. TRAWLS TOP k eorTOM. (2). ETA PANELS SHALL ALWAYS !E CONIIECRD TO E�[1NC All WAu BY YFANS OF (2) AID PANELS SNMl ALWAYS O CONNECTED TO BOTTOM LIMOS OTHERWISE A STOP BAR PAtEIANTES af. If USED Y R/ i5' LONG Q) TRY:R AT fKT110M. EIA PANELS OSJ S1NLL BE PROVgED A7 TOP � A1G1 PAKLS. SWILL BE COrBECTEO fi w/ 1 {'0-10s3/i•'i1.5. W R1/1G NUT OR 1 4Y-20..t IRrI. �VRRABSCREfM RIYO T��2 ('EkCEPE AS (3), IF EIA PANELS ME WrYEC1ED TO BOTTOM TRACII CONNECTION 5104E CONSIST OF DESCRIBED ON � (� 1 ih2O.3/C Ys, w/ 7/ras/sY tr�O RUi OR 1/M43/a• Lan. T,CNiSCREW (3). FOR utEs WHEN EI+D PANFis ME USE ,gRRTLY W/ ls• LORD � AT T/PPED BOTTOM tRACR tDGTaN of FASTENERS wr eE AT TINIER G TWO pUt tDA PANELS ARE Iqf CgN1�TEp ro BOFfOY TRMx� stop E]ITERIDR FIAT FilIIICES OF FaO PANEL SWILL BE PROM AT LOP OF SUCH PME15. (•). W GIBE IIMT END PANELS ARE NOT MNtECiED TO BOTTOM TRACK (I.w. A STOP BAR (•). F'OR eStALIRiW6 YR+EN EIA PANELS AND SOME eV1EIBOR PANELS ARE t5 ONLY LAID AT T1y AT LEAST Two PAWFls SNk1 DE Cntol[crzD ro 80TT1011 TRACK NOIeYTED ro E)OSTMG Sw1 RIAIL YFANs of PANpAY0E5, ONE otRtTOR FMlAL U411A SPECS S'AKA ON NOR (}) ABOVE W SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK ACT A7TMliO BOTTOM TRACK TO ro ro BOTTOM rtutlt TINY OCCUR AT ANn PANEL LOCATION W/ 1W0 PANE{AtIeRB SHOWN ON ELEw1710N AND W/ 3 t/2' (3). SEE SECTION ,', J' ! •' ON SHEET N_ SEE ANCHOR SCHEDULE ON SHEET ZS, MEW. EDGE DISTANCE, FOR iN6 CASE. BVfER1O1t PANE1 USED Y 1Y! � ObES W011111tWNIgMr NOT NEED TO O coo e1EC7fD ro Dr AMr . TM' CK SHW.L INSTALLED .4F•� P: tl(�l THEIR OVERLAPS �OVF78AP*sRETAP� �. �T k RIIBNr SIDE DF PANEL) IwvE N'V' •• CEN •''•:'� FLORIDA-BUILDING CODE h YN Nu no zone) • N0.4 167 _ �10 *s'�'"` 20 BAttT GALVAiY2Ep STEEL STORY PALL M1MM W. STA OF : GLNAL PROTECTION PRODUCTS, U.C. °'/`/f°° �+••. - IL E C O Ire. 9tR: pc .. F(0 Ot".; \ •y�+os.s • /.o°owcs"a6'aa'":rT 4's F ' • 6 ( ,s. •I. a. tW, "t.r wan" tt•Rc (wHNw•-n.RL Fan Ouywr•+rn 20- 171S NhVNINN L P.E. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� � MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - _ tii' TAPCON ANCHORS �•' TAPCOM ANCHORS •9. 0.G � irO.C. POWER CONCRETE POURED GYRJCIE7[ _. RWEDIA° r°cF 1 -� R01tEo,IR+E+ Bl°d` i 1 N9t:. co.• E.o• � I r w�wA� W r ttmoAY"a I tlQl Iq al=� , I --1 �ps-to•• T+ANEiwrz PLUS Tr/ ti . }/aY WINO NtR wRAER Sol/s• O.0 K�COIIDGETE BLOCK • REGULAR PAYEE SCALE 3/8•-1" meng -eDU= CONCRETE sa elm +s • m NOA AlggRe TYPE t -a.mR !►SANS MR wBiMU+IOKS HMO W000 nwl1E g11pe. r Ntwa tttwlW a a I11trpM ANCHOR fPrt•HOS me YNItW mcE OwatNrL MIE AR9KwttO ON Ttlt `Wrwr•o Mew Ow) a a lQ�tAE FOR Et. LOU 111aM •DRAIm ON Yrw 9r.r elr Oa ] a IR SOm1A2 I®IICS NCWR tiAOli N 1LL71KYNR YF,OINO *am a" ON 90Mn1A[ � ®010! IMCI011 N M Fou0wet0 IALTo16 FOR Rf• , 1/,, � - OKAIT•N m K rOdRF, IMOIICm sacw" aTAr•o ,N•N NACxOR tIKMt ,m a ,/+• - K IEr t11W aesM 9PKw/E •A11CArmFVaA OR &EH At(aCR l,P[ ON 7/eB RYWAE - T -- - - ---- at _ I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� � MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. I I I jr tttrrtpw. W � -� 1 YySarw/ T/wY . � .._ 0'0 PAN[lAUTE PLUS W/ r/e'• . 3/3Y wRKi NUr 1Al4ER (KYLMC) GOIIC11L1E BLOCK REQUIRED 'Nw saJE 3/e•.I• MANUFACTURER. INSTALLED GEIBFRAL NOfFs, Vu n F-7 Mt61n etrlin P1Yrt eVSFr�e 1 E-2 NANO STORY PANEL SHOWN ON THIS PRODUCT ETML.w7CN DOCUMENT (P.EO.) HAS BEEN VERIFIED FOR COMPLIANCE W 8.f) 1MNMIMJY 1OrE011F7(I OF TAPCON A11CI,ORS AND PANELwrz FESIALE O ! PANELI4TE PLUS bITO CONCRETE ACCORDANCE Wltl/ THE ZOZO (ItN EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL O 1 //i' DESIGN WIND LOADS SWLL BE OE1EW1tITh'D AS PER BECKON/ 1e20 CA' THE ABOVE 1EMCNED CODE, &2) MWMIIM FYBEpdiM Of 1/sY E 7/e' CALK-91 ANCHORS AIKL K IS 7/B' INTO CONCRETE_ TOR A WIND SPEED AS REQUIRED BY THE JiA1601CTION WHERE THESE SJe)TTCRS WILL BE WSTAl1E0 RIB) NO EMBEDMENT INTO ANY FYeStt w1Q1YL SIUJ.L DE PERMITTED. FOR A AIECOONU411Y FACTOR KO-O.BO. USING ASCE 7-16 AND SHALL NOT E%CEfD THE wK1YUlA (A.S.D.) 1 i` 0-20 SS Z�eWX BOLTS USED SHALL BE LONG ENOlR.11 DESrOIR PRESSURE RATINGS INDICATED ON SHEETS 29 k 18. [NOACE 3/a` INTO ANCHORS. (=r+OIMD 'W'T F,NISFI MATERIAL POST) ro IN WIDER ro VERIFY THE ABOVE CONODON, ULTIMATE DESIGN WINO tDADS DETERMINED PER ASCE 7-I6 SHALANCHORS SMALL L BE FIRST REDUCED TO ASD. DESIGN WRO LOADS B'7 MULTIPLYING 7TEI1 Or O.f W ORDER ro &J) W CASE THAT PRECAST STONE OR PRECAST CMIpZETE PANELS BE FOUND ON THE UnSroIG WAIL. ro COMPARE THESE W/ MAX. (AS.D) OE316N PRESSURE RATR165 INDICATED ON SHEEts 29 k 24. ANCNWIS SMALL � LONG DOUGH TO REACH THE MAIN STRUCTURE BE1WD 5W9R PANELS. ANGARM:F AYwJ. O AS II/ET'tJIiDNED W B.t) AND W 8.2). W ORDER TO YENKT THAT FAMWONENIS MID ANCHORS ON THIS P.E.D. AS TEl'Tm WERE NOT OVER STRESSED. A 3>>t INCREASE W ALLOWABLE STRESS FOR MINA LOAN WAS �'( USED W THEIR ANY.YAS fAS7ENER$ SPACING TO WOW TOMS BEE71 OElER1eXE0 W ACCORDANCE WITH N.O.S. j111x (C) FOLLOWING AI.{, OF THE RECOYNENOAl1W5 AND SPECIFICATIONS OF 11E AIKa10R'S STORY PANEL'S ADEOUAC'r FOR IMPACT AIA FATIGUE RESISTANCE I014 KEN VERIFIED N ACCORDANCE WRH SECTION IeZf CA THE ABOVE LEAiTIDiEO CODE AS PER FENfSRMTON TESTING LABORATORY. INC. REPORT / 2a1a AS PROTOCOLS TAL-201, iT. R SIYdI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-20T NC TAS-ZOJ. S i0 BE ATTACHED TO 81541RE PROPER ANCIIORM�- TIeS SHUTTER S144L ONLv � ATr7ICf1ED 10 OONCRETE, BLOCK OR WOOD FItA1/E BUKDWGS. 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE eJ5'retLEO ON THE OUTSIDE OF THE OPENING ACCESSWG THE tlPE•IMC FROM THE INSIDE W/O THE USE OF A 1A00CR LYI LIFT. INS APPLICATION K VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. 11E WSULIATION CONTRACTOR 6 ro SEAL/CAULK ALL SHUTTER COMPONENT EDGES tiagi TtFMAW N CONTINUOUS r'ItOM THE INSIDE Of STRUCTURE. CONTACT WITH THE BlliliM+G rp PREVENT eWID/RAIN INTRUSION GUNK AND SEAL AtUi7ER TRACKS ALL AROUND FULL lfA1CrH. 3. STATES 11)00 ,NNSTALUTAN B APPLICABLE ro BRIDLE AM DOUBLE rKINc srrtE WINDOWS WEN INSTALLATION ,S REDtIRED Tp 9E PERFORMED FROM THE INSIDE of SITkUCTl1RE. 13 STORM PANEL INSTALLATION ANLL COMPLY YRM SPECS INDICATED M t145 ORAWAIG TN.U6 AYFt' &IILlTIIG AND zONSYC REWlAT10N5 FR01AOEp BY THE JURISOIC11pN WHERE PERMIT S APPLIED T0. .. SERIES 2000 WSTAt1A110H 1 5 APPLICABLE TO SINGLE MA DOUBLE HUNG AND ttoRaWRAI 5Ltk775 STYLE WINDOWS WHEN WSTAWTON 6 RFOIAREO TD BE PERFORMED FROM LIRE MADE OF STRUCRAtE. TO, ATRIUM WINDOWS AND DOORS, INC. E - 2 HMO STORM PANEL SYSTEM" 6 PAOR PQpq. S. ALL AL1)YUAW EXTRiJ51O1K ro � 8063-1e ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED) 13. (A) TILL PRODUCT CVALWTON DOCUMENT (PLO.) WEPAIEO 8Y ilw3 ENGINEER S CFHEPoC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 7.e. WHERE THE SITE CONDITIONS DEVIATE iR011 THE P.E.D. e. ALL ALlAMOlAI SLEET MET14. USED Al CLOSVRE'S SHALL HAVE 3105-MI• AL1DY. (b) CONTRACTOR TO O RLSPONStBLE FOR THE SEIII:tON, PURCFNSE AND INSTALLA110N INCLUDING LIFE SAFETY OF 7. ALL STEEL SLEET METAL PANELS SHALL ttAVE S7RUCRK+AL WANJrY STEEL, ASTM Me53 GRADE '.A Min., OKVJ•42ED Slsrl THIS PRODUCT BASED dJ lTi$ P.E.D. PROVIDED IE/SItE GOES NOT DEVIATE FROM SITE CONDITIONS OETAKEO ON OESIGNNI,ON w/h- SB.s 1ai (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE ,S THE GOHiRK:TDR'S PESPONS&LiTY. e. ALL SCREWS ro R STAINLESS STEEL 304 OR }IB AI51 SERFS OR CORROSION Rt3157AM COATED CATTBd) sRQ AS PER ON (c) TH5 PRODUCT EVALUATION DOCUMENT wlu BE CONSIDERED INVALID P MOWfED. }DO18 W/ SO Hsi ITELD STRENGTH AND 90 ,ai TENSILE STRENGTH !SHALL COMPLY W/ FLORIN. BUILDING CODE SFC'I,OIV 2411.3.31 (w) S� �� � MALL BE PREPARED BY A FLORIDA 11EOISTEJIm ENCeEER OR ARCHITECT wtrcH MILL 9. BOLTS ro BE ASiM A-307 GALVANIZED STEEL. OR A151 ]Oi SERFS STAINLESS STEEL WITH 36 IW MWIMW 4EID STRENGTH. BECOME TIE ENORIFER a< RECORD (LO.RJ TOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPFAN 10. ANCHORS TO WALL 51.41 BE AS iOLlDV15: S/1B1wr ro rw5 TATTER THE SITE 9PECBIC 01xAIwM•05 FOR RETaET/TED ENGINEER ro THE P.E,O. EIIptEER, SWILL (A) t0 FYI. txn n.rwrn•• (•) 719$ P.E.O. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIWIATIRE of THE PIOig510tNt 000MIEEA OF - 1/i'• TAPCON ANCHORS AS IAAN{FACTUREO W ITw, B(19.DETI. INC. (INN. Fe-J192 P.wi.) RECORD THAT PREPATED B - 1/4' • % 7/1' CALK -IN ANCNIORS. AS wNRN'AL"BMCD DY DflYAtT INC. (MIN, T'c-l1100 P•al.) if. STORM PANEL MWNIIfACTUlERS tJ1BLL SHALL IE l.0('�tTED ON A READILY Yb18LE LOCATION AT STORY PANEL W - /14-10 PANELwTE FEMALE ID k PANElANTE PU15 ANCHORS. AS YAIR1FACiV11ED 'DF [LCO COrrISMI1Ct1Ol7 PRODUCTS. ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDA BINLEIMKS CODE. ONE LIBEL SHALL K PLACED fr1R EVERY t7P[tAIKL (Fe-JaaO P.•.L) LIBEUIV6 ro COMPLY WiBt SECTION 1709.9.2 OF THE FLORIDA 8Uri01NG COOL At) WIa11U11 E1rEDYCM Of TAPCON ANCHORS INTO POURED CONCRETE MALL BE 1 3/4' MO 2' FOR PANFIAUR FEMALE C k PANEIIMTE PLUS. Ax) YtNMUY EMBEDMENT of t/.•. fe 7/e• t541t-W ANCHORS TiI,ALl B[ a 7/e' iM0 CONCRETE- ND EMBEDMEM Wr0 ANY F1NeStt w1oeWL STINT BE PERMITTED. i/i• 0-20 SS SDEWMX BOLTS USED SHALL BE LONG ENOIKl1(SHOULD ANY FINISH MATERIAL EX157) ro ENGAGE }/.• pnb A„Ly,0R5. INN AJ) W CASE THAT PRECAST STONE PRECAST Ct7NLWflE PANELS, OR PAVERS DE FOUND ON THE EXISTING WALL OR ' ftOdt, ANCilORB 5164E DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANp1WUCE Sluu �:''�CEI(•••,•••�1. 8E A5 IENBNFD W At) AND W A2). (B) TO EXISTING rHtY•wnc a0c< 5 No. 44167 - t/•' P TAPCON ANCHORS AS wMIfACItRED BY IT.W. BUILDEK, INC FLORIDA BUILDING ODE 10 Ytloo Murrlcee» Zont - ,!.• . x 7/e' tALI(-trl ANC/IORS, AS M4AlfYC7VRED BY DEARLY RO (rn.Tsco P..L) n• �. WOW tLiFRO. Nc 2O OADE GALVANIZED STEEL STORM IANEL r, - /14-10 FUNELYArz rpAME A AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �•'•• ORION p, PRODUCTS (1'm-2071 p.t.i) ��- • AL PROTECTION PRODUCTS U)C. VIEW level INO IL E�.O EN•. .wx•IN. ,N WIQt t bNa N.a..>•F. a�F Ha WRN. wmw. n Ir ntWC ""mill -left RmM�."(.S.7Mp-.TF7 20-176 PR 1WF P. : PNR rA-tw WM,W�s Mw PL xx/www*ulw/clR u-ome'7n r• MK+OI A lYd A'., PL • tr /SQL at O 7d ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. ewsoelT rAawt•SET 1� . SV'WM4"'OI . m aIAK GLASS BrJ4E�iL1 r INSTALLATION Q" -FOR SERIES 2000 AND 1000 E-Z HANG STORM onl INTO POURED CONCRETE OR CONCRETE BLOCK maw• 1 apIe�[ _ MKKew - _ W •®A:i � 1 i-A'•aiw' ssi wwAww mmr I I 1 1 I Tar 1 I 0 f ( � WI SCHmYIL I � a �� 1 t • 1• , 7 I m QAa I neN ,woeAP I rJMtel1. /'CITY � � mp91Mi � 1 eWApp L NR 1/a•••AtrArl• m � '� .� MALL. ANo a�cT YGUYITNG IYST. �'° m;` 0 1 8 "rdb in .. E NrAR•• 1®II1 m . Fad i t Or MS . t ar Q ��WW►► tq AtWPFw Aa-� SAM 01 le� 1`0 �°`,d� "BY O CNW= w aR MOT ANY _ weowJATION : •g,: vzw w. " aY r011m ttIRLtR� � �t�liD 1 5 \/ I e � /FV-atJ/P 1 foe. NNu EALL R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. R()1LD-011i YDUYTNt1G (HST. �CTIOY 4 9WE 904E 3/6-1' N N U C N Q O � O � U � Q O LL � C _ _ z �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. �i 21) O U O LLJ = Z Z J - INST, SHEET N0. SH 1,2. j1w �gW11L0IIPW1 ASD• WA. 10 OlAi9 �' CPHOngN �0 {M.0. -z53 Tr OR Lina I/,r BOLTED• 111. +'. 2•. 3'. ,w 21P • 3' ♦0M. -75.3 70. Opt LEIS 2 7/r BOLRo • a' • .Y - HIIR,,4W w7 IWea . as M>. r w,IAw, Al OYgaN a 41N It PAW] LErMm HEIL9UIWD O PAWQ H -DETAIL A • A.. ..1 . . v.,. - •t..,. Urn OFCAa. 4smPRESSURE MAUA SCIONS SPACING FOR E. a . 3 1/Y •' APRJCALE TO MONARCH T,EM 1' ! 2' (TOP) MANNUN I•NQ Low" ,' (AL) RATINIBAm, 1. (o"J lARY7016 OAA-IM PACAMR /WAIT M PANCAIOE PLUS TO t3MC%RWHORE TG comcn IETo QONCPILW TO COHICRK IV OCINCRETE m Com,m E 12' MIA 12• N/A 12• N/A 12' N/A 66.o, -75-3 T,' 3'• ,0' Y S' 1• 5• 4• 1 ) 70' OR LESS 12' 3' 12• 5" B• 6• B• 1 � N/A N/A N/A N/A N/A N/A 12 1/2• 11• 2' (BOTTOM) 7'TOP N/A 6 1/2' N/A a t/T• N/A , //T• N/A 3' () 12• N/A IY N/A 9 1/2- N/A 2 1/2• N/A ]' (BOTTOM) 12, N/A 12• N/A 12' N/A 12' N/A 4' (TOP) 12• 6' 12• 9 1/2' 12' 11• 72' n' 4' (BOTTOM) R LAOIm To I6.0 W. A.S.D. DESIGN PIIQSURR RATING. & SEE SEE7 3• FOR NICHORS TYPE t SIAC•M NOR INSTALLATIONS INTO HOOD FRAME 311111.010111. ~w APOM OWLIIB6 AND MNHWM an owrmm AN /MKwTm ON "a 204OULL POR E.O. LEIS THAN INDICATED ON SCHEME AE000E ANCHOR SPACING N MLAtwLY" SPACING SHOUT ON SDImaE ]IT THE FoLOWM FACTORS FOR M• TOROOD® THIS OPO.OM POND" 90A9M Osmom USING rACw SMMA "M N LESS THAN W46M SPACING PWAID MR EACH ANCHOR TYPE A AIICHM UNIONS. ,p1 Ip1 ,/al we" E Tog TANDEM RN M1[ a1/2 r A,Nool saafll W a a a t try tawwNAlld IinaleM /IA) 3 3 a a ka MWj G„r,,, wr,A kJ a ]try a ♦p 1aRL td INK =WCQ IwDIIMI v •I• RIO W43 Md.. DISTANCE BETWEEN BOTTOM OF PANELi/2' AD ®m BE : ,n• Mrr 1 I ++ RDIXNB3 W. DISTANCE BETWEEN BOTTOM OF PAWL 1 AND (D TO W: 3/16' M 3/,r Ma. NurrI00M COMPONENTS FOR REGULAR, LIFE SAFETY Id( E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-T) - -.-15.1w CTOTAL WIDTH) - - ___ -- --- --2.,eT-- I --,2.700' (EF7TFTNE ROM)- --- - _ I. ; -T o -. 193 I NH'0-Sol 4' +. Ss ETtID 7W 7.SIN=- .T2S Ta AMaL •�{' OR • I! 1/E' aG - t�0•_ .•I.SSO � 11711' O0• .tBr+• + BAY WE RVOISTD) SIN COU�wI12Ewn s m �' b ��r.671- :.Obo aa' 9p 4153 oRMp[ 10 MI•gIA, TIP. 1✓� � 2.125• 1.ou `Sell / --) 0-b alr. EDGE ,D. 0 STORY PANEL ` 1 �. - - - - - - - - -ORAL A �- - I - r - 2.000•---- s7s• -TrYP.) (TYv.) A065 SWILL BE POMUO ALWAYS FROM LEFT 10 WAY W/ 1/2' LED W END AT LEFT ODE OF PAIR IrAlns DID w / . w/ HCIWRD 117Jf - ..oAAr Ea.m• ,4a 1501ETBIC VIEW DETAIL A I _1 ROUNDED CORING O LtDS O PANEL'S 2.J71• DO UP W/ HEMMED EDGE. (N.T.S) 3.7• .09f• osr• 2124' � .re - 091' O2 rH" HEADER O3 'F' TRACK OIL ANGLE WITH STUD IYP. TOPEDGE Or PNHEL 0.024' (IN.) ;T PAWL GALVANIZED STEEL It331 __ 0370' __ r v.625 1375• 0.250•0 t 40T r.625• -_-- - - It. . .f l f - 1N .On' t - L ._.. »r OKEY HOLE WASHER © 310KEY HOLE AT PANEL 5-N10a WLW. K1A'-•.750•- I - --I IEEE SHEET I TOR SLW00n,ONN J1J• WI1A1g► NS .UK lETNOTN 8t 1.200• 375• SLE 2 1 /8" (... f _ - (tw.) a s•_: ITNASSenNES t E 0 EEV L -d93' _ I I ,2,• 7.000 a Nun+ I 3 gyp• 050'► L (rn') Oj REV. h(' HEADER ® -U' HEADER -,• LIR TO s• MO. --- ® SLEEVE I" WAX. LENGTH (@ ANGLE1 11 WIN TRACK 1© PANEL HANDIER �4, _.----3.000•-_3e+ Hoer_ fluor � �_ __� I _. �'. .TOO• OBY aT1- LASES• .,70• 17s• MW:"ii 2.0OO' t. { 17J• • ®INN. O ®_- (-- 1. , �' 1.20,• 1 (TYP.y .DSO SEF S�, L----2D00•-- L-L_, EOTgH6 - - w 3D{' ® @11NW © �O�NFW� OSA TOAfVC ANGLE (iA16AC ] i1101) CONCRETE A004M (SEE SGEORAE OFF- SHIEETS 9 T,•IDIIONH 101. COICERETE REDLIIR3' PJtHILL WAX. A:Tl�l j1 1faY MIIDEt CEN (LSE ONLY FOR E-2 HAG STOW PANEL J 41'E••••,, SYSTEM) 6063-TES ALUM. ALLOY INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CMICFIM NGDRS L.OGArm -SEE SCHEDULE ON EM'TNG t+ouRED DDRc1ES� sHms 9 WNOUGH 10) M OOtNCAETE BLOCK IRDVIRED. ;S.oir<E _A ROBMTE LEG B i /NBL IR 1� 1 1 1 ♦ NwO1H OiO Y-a7 1• IHa L PANEL LENGTH (SEE SCHEDULE TO GLASS. I 1 sCHmuE + 1 SOt E pl SIFT ]) I O 1 1 O 1 1 MAX. i • t/2' Oa � L 1 1 I CONCRETE .. ����U•\�` IROUIRM :� �\ Of WALL OR SLAB S/.z 1ALr. CONONDM) 1E AIClDRS - (SEE SCIEpAE ON (SEE SIEE73 • tHBIOUOM, tD) - -- r COIt ANCHORS 1RTF (SHE SCHEDULE ON SEER 9 THROUGH 10) , - CD. ED L- CONCRETE ANCHORS SCHEME HEETS 0 THRO GHDA S10) ,MOTE FOE T1d OF SFGTYINS: E.D. - EDOE DISTANCE (SEE SCHIEDULE ON TOP ♦ BOTTOM MOUNTINGS CAN BE SHEETS 6 3 10) COMM IN ANY WAY TO SUIT ANY INSTALLATION. 1 411' 10 ! to GOa -tP--r m- . -•-�iP NRSa IWH um A a � 1/P-a,• u Ml At IAA/ • GS I OG 1/r 1 - Is,o •aI• . •MAn'oc ', 1 I 1 1 1 (ION TO CLASS IN MEDE ON es�i6Hn' LBHMM OHO Y-C) PANEL LENGTH L (� SOIEL%N.E I I 1 S 3) � i MAX REDIIRD //,y., coma" 304E> OIL - SHEETS 9 TNDLpH 1/ CI !i 1 �� To awls. scHEDtnE (SEE 11 is STET 3) GI/SS ( 1 9PACOP MAX 1• Ma. PANEL LENGTH (SEE SCHEDULE ON SH�EET�3 v �saEOLA� • Intl -a,• ON STETS 9k10 SPACER f:: M<Na1 FIFES _ � tOPrH ,WW1 7-ir1 1 .. _ ED !. LDIGTII I OF 1' 1 CONCRETE MCLH°RS I ® (SEE 9CIEDUIE ON SHEENS 9 11•D{UaH 105 I - N a 1 2 10ER LOW MAXIR R. ALUMINUM SPACERS 0 O.C. VALR) FOR POURED SR1F OLOCK E'1f CONCRETE BLOCK - _ LW' ALL DESIGNTI LENGTHS PER SHEET HEFTJ.Olt PANEL L RfdlBm ,• MAX, LONG AILWIUM SPACERS • t2 1/2. O.C. (SEE TABLE 11 ON SHEETS 9 k 10.) SCALE 3/8-1- INSTALLATION DETAILS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANEL (1) INTO EXISTING WOOD STRUCTURES e. ,/{'e LAC 9CE9A5 • !• OF. w/ CADIFS ' OZ. I WH. It TIOM ( W. 2-0- WOOD -- I ,/1'0 I.A6 SCREWS • 6. OT NJ ./ TO t7[ISTlM IRON 11FAO7H. r T i- II M SINEWS • 0' O.0 W/ '/P! ,/2• Lo, 1H41EAOED PENETRATION ,/7• n,EAaPD PONETnATgY y/ 70 CREW wm ,FADER. ('url' ISLET, l TO ONbTPrO w000 HRi1aEW. 1 ` 4 NnL us RIM' E.MS 1` i.. 6 C4rA W/ 7/rY WMC • G END OF ® A, S Y NCI I YIN • t O.C. 4 R.IL / 1'! lAG S(tRElSCREWS;t' • 5' cc. A/ II4r1' SAti /.• xp�.)j.� ,/T,eWARO !EN[IRAnONEND OF ) p 1'• 11FA0 Y.E. W/) ]/SY t0 gNRwK, W000 rNFAOIX. M DETAIL. 1/2- t ' �+r L, I I N,r AM1.1. !V N0'•ST 4 CaHK 11 {Af' sY S. .mY a EVE" @ • qa OF p % s, r•= T N]rK S ,F/DB! REQUIRED •-•;H t P r d T EF►RTION TD 9= � IA=;Gar�)1• i 1 t rJe• M,,. 10GLASS. OVERLAP �t�•Ly CYI:RTMUO.4HEM A � r r/4Y-1p] .' - To GLASS M BrARM M 4• 2° / �y 7/w'ra,/32J 9[P4M�s � CVERY OWAIAP � I tVIAY O.W.AP I � �� jll i �� #_ ! a ' ' n'•� ia7•L,s � N � _ a ° • Hr a.c 1 I • fLf� 4Y PAAELAAAi FEMALE q 8 i ® 2 7/ t� PAMD.WR HAAN5 W/ ; r ! •!M _- { NOT[ to� , i� 7ro• MA 1+wEADm e , , 4-.-za]/.• MI6 POLTRATMN• 13 1/Y O.0 �13E0 1 �eODw) //4'► UO S.CNEWB • B• 02. 4Y- 4' S W/ •\,. ,''� , s Hen. 11HRFJMED PENEtM o YUC 1AT�NWECfR�TN�(SfE TKII -WoOp(2PIAiE~REBUMOI f i I O PLATE AT sDHIES XWO CH MT OR ON EDGE 14!- 4- f ,4-10 PIE EUMR PLUS 2 - Wort ,A snow) TI, 'ffla] 4' Ys. r/ 7/8'W/3t' 1 7 tRn. IRTE7wrlarl . ,t • 1, '', I +Alc nIT 11Y 0C. u.t AS ODD• ,/4.0 LAG SCIIlWS • !' OC W/ i /aY Lb swmn • a' OC '� ''!• AEA. /7• Mn. nlI o PEKIRATIdH wam PALATE RFDUARID • 1 mower, PEWETRATYW MATE OF MATE ALTERNATIVE 2F4W R000 IEAtAIE➢ M7 OR ON EDGE YM. 2't4' N000 MT Ot CH EDGE SCALE I/{•-1' PLATE 1 NEOUIFD 't" _ ALTERw►rnE i IN Bull 12111im"" fLQOR TO MIX L ✓ INSTALLAWALTERNATIVE 4 AW 1, INSTALLATIONS ARE GNIr MAID I" BUILDINGS WITH ASD. DESIGN LOUTS 4W SCALE 1/4•-1• MMYYnu,! UP m +66.0. -75.3 pat AND PANEL'S LENGTH UP m 5-10• _ ,�1 R DIVE 3 C f•R A, T;11/r✓ I/a•.1• 2. FOR NEW WOOD FRAME CONSTRUCTIdA WOOD MLWDAs m BL SOUTHERN d`� F¢p'SCALE PINE No. 2. W/ SPECIFIC O WTY of O.SS Olt MAIL ':� �y1�'• CEN • ' 9 '+y FLDRIDA BUILDING CODE (High VNacl Hurrlrnn• Zon• o. 5 EtlTC.]t = :• N0.4 Anon 1aRVJ. K. 20 CACf GALVANIZED STEEL STORY PANES SEE TPFCWICA AIM REOIAWYENIIS rw lI(S�f O Ewa ® a EDP AS - * : * '' ter', N D AIL 80TTOM. 6MSE0 aN WOOD I�IOER - S MOO OR tOm lISa9yAtaN'OTYPE ONob !EE'loR2L,9 7 AIOHJI 3 •v'• _ �� BAD PROTECTION PRODUCTS,LLC. - � fl0 0►• I�L ^E C O INc. 6qL ,INKE rnt NXWWYAwdI 6F serlrWLi 4eto 3,W Sl 10NEQ 20-1 6 t1x • INrmM NIIUH,PNOS Ow BE GaNBNEG IN AGYCONDITION A SIOM �� •a. oU ln~.I.A'•Y •N•"', Y Y.P. n N,« RRYML oIS,xWl.7Ea rA (N4MM-e•Nt 20-) 76 GHR ,N-m+ WAY 1O SW ANY PWAILAION. S IALD 1/4.. I• "NNNHI Ck-om I11P bu. •wl.� M •w: PL Now! aMJi7ER 11MC16 MOT SHOW no CLARRY �1( PAL10t A 1MLR Jr., PL - NOW M OF >• ,YIYLIY A.S.D. DESIGN PRESSL>P� RATING AND CORRFSPQUM 1 /4. 3/4, 4/5, 5/5 t 6/5 ((� BINDLE p�EL(�LUM WLw SCHEDULE ONLY FOR REGULAR MOM 2/4 tW/6. 21111/6, 3W/7 At 4W/7 s INSiA1 LATNNI INt4 POURS . COWAM CONCRETE @LOCK k WOOD (t) 3• MAX SCHEDULE (SEESCHEDULESCHEDULE ON ------ ---- -------.."-- 3• MAX -1. WIN. - SHEETS B, 10 AT I) -,••,• YIL'•I. PANELS SOME tANEUtnEnMUMM ►7 E,±N e O O A � TOP oR pig( no WITH WAN TRAM T.�- 0 Ac 124B D.M.,�2 ,0:�, rT-I-�-T- r-I-�-r-r�-�-r-rT =• r-r--�-r-r-E-z-r-F-T --T-1 WTIN TRACKS +i� (' �t MOUNTEDAT EACMSW'� MAXIMUM PANEL LENGTH L+" OR 'L-" (ft.) 0 MARKIN A.S.O. DEM PRESSURE RAD/N0 ( ) (4 er -) CONCRETE 0, WOW RBTAlUTIDIb t t L+ 200 12'-0• 12•-0• ta0 Ja0 Ir'-0• IO=J• 3so tar -to, "I.-o• 40.0 Ja' 4so 0--d- 9=s• e•-0• DRO Sao er-r a -0• _ AGO s=r r-r sso _ s'-a• r-4• _ rao r-0• T-o' s.0 7•-e• r-Io• eQ0 T-J• 6=7* no r-0' 4r1. Sao 0 -0 R•-2• Tao e'-P• s•-01 raao e'-s- e'-fr• raao s'-3• s-R• it" - S•-r nao s • I/A1 5-e' MAXIMUM PANEL LENGTH "L+- OR "L-- (ft.) 0 MAXIMUM A.S.D. GN PRESSURE PATNG CONCRETE k WOOD INSTALLATIONS STALLATIOWS I Sao r.•-4- rr-o• rJo Hr-Fo Ir-Y JAO I r'-e• IOr-r mo sio 10 ro•-Fo' 4&0 0• 9'-r 410 r-1• e'-Y Sao s'-r e'-2' $Lo a-r r-r Rao s'-o r-s. Rao 7' 1 r-r Tao r_e• e•-n• Tao 7•-.T• 6'-e• e0.0 7'-0• R'-a' BID 7-0• 0'-J• $ao ea• e•-r No r-71 51-10" 1020 r-r S•-r raao e•-r s•-r rrs.o - 4'-ro• MwWM SEPAAA11O1 TO aNA96 su1mLAE PANEL LENGTH WIN SPEED c 170 M4.h WIND SPEED > 170 .Ph (In) LAYRSfRAINFD RkSTW/ME0 UNRES:RAIED REMAND 30 OR LESS 1' ,• 6' 9 1/r >33 m 90 ,• 1' 7 1/2• 1 1/2- >90 ,• 7 T/Y 7 1/2' a/4S m l 1• 1' - 1 1/T• YIN111Ip1 P1NFl 1. FNl'2TN [Enl :ERR ♦ QIVEN MIOLIMTINQ CONDITION TOP BOTTOM DIRECT MOW h HEADER U HEADER I.5Y1.5• 5(LAo ANGLE T' THICKr A balm-OU, Y' To= WABE� - DPW MOUNT 4� �• 32, �. �. SD• �• 4 1.S'c1.5' STUD ANGLE 32' ]2' 32• a2• 3/• J6• E Y TRACK SS• 32• 32• ,T• Or eD" 60• 1 Ou MOLE 50 32 32 3/ WS6 SB' 1 w• I 32• 32• ]e• Bo• 56' se• or UNBOLTED PANELS :,. '-- 8O.1ED PA/IR.S W/ f M-2DA1• (L; AS ;' (SEEM SECTIONS ASB EA ,7VFRLAP - I• MN I - 2/4 1/4. 3/4. 64 S 5/5 t 6/5 r MN. 1W/6. 2W/, 3W/7 t 4W/7 •- -_ANCHORS (SEE SCHEDULE ON BUTTES L 9, 10 7t)-- REGULAR STQJU PANEL 0 ELEVATION L6/Y N.1.5. 1/1' Her CAP --- -HRH tMN oLEMN.�t _.Wi101E WBLEY) ^� i L '"" GOP _O SECTION A -A -� N.T.S. (1) L (tJ U: YAIMRM ALLOWABLE FOR A CNE P09IAE AS0. LOW l-MAIL ALLOWABLE PANEL LHM FOR A OYDtAGNAia DESIGN LOW. (2) PROCEDURE TO DETERMINE MANIAC PANEL Ut)DD9 OMEN A POSITIVE AS.a O MM LONG, OEMMK MAIM" WIND, LENGTH l+' FROM sOEOAE. OYOC A 01601 E ASD. On" LOAD. DRBtlN1E YA " EARL LEW NI 'L FROM BOLA L ERNS. MA10MIN A1.OIMIE PANEL UENOTM tS EWA m M SWOARI DEr Mi® PANEL LOOM BETWEEN 1+1 AD 'L--•. (3) CHS SEE 01EDLRE BROW FOR MN. AWMFL LENGTH Po H R POROSITY HXwIiCaIOY. INS DI6 INTO OW ARE IMIm TO a /5 P.aR. MAX ALSO. DESIGN PRESSURE RAIWq • 441 Sam1aT6a LPC- 67 * �':, SATE OF •* ITL�ECOI 24 WOE GALVANIZED STEEL STORM PNMR.I F.R. OIee1M M JDBAL PROTECTION PRODUCTS, I.I.C. n/!r/wM oac •=OAWaL'EFL t3snw 1T< 1. IYOE DI•431RP AM /AP: (/MRW!-17rA 20•-175 INSTALLMION DETAILS FOR REGULAR PANEL (1 INTO WOOD STRUCTURES ARATION t I�I; WOOD ANCHORS - E tsEE st]rtDIAE � Fn,.tM,• I i (SEE SCHEDULE ON jj 1 .,H-26.,• 6S�jCI I - A Ir„• IIINN ON SHEET 1 - p•O,a� SHEET 11 - III ) _ r -- - (UR NCI HIY6 l' 1 LRAM OBI 7X) I i i Y _� � ; l• Mar. WOOD ANCHORS - II' ' •HALE R + (WE _ I I SCHELENGTHWtE { 1/•' tSNR SCHEDULE ON_ = ON SHEET 1 FTR TT Di--_.__- E SPACBt OF LENGTH YA% ==i 7 1 1 ED � �j� 1' ilA%. IONIC ALUWNUM SPACERS ! 12 1/2' _"O.a TABLE ON 1+ ( (SEE /1 SHEET 11.) l� - BELOW FOR SEE%2Low 1 m LIMITATIONS I '{ io `✓ 1• MAX.�-• 3LES P II' PANEL LENGTHI' 1 tLENGTH SEE SCHEDLAF 1 SOLE {II 1 SEE SCHEDULE I r j _PATE DATE D MALE ON SHEET 3) EON SICEF ]) t-'_ 111 ON SHEET ]) NOR im -_ SC: i ELLS (SEE SOROULL ON BEET 11) 4 cHumA 1 sa + NDa'W PARATION 2'me WOOD EX1$T041:� I WN oIO Y-A7 t SE MASS. �L, _ _ 1 ,.(� _ 1 PURE QED awss ; SHM 3) DIRECT MOUNT W1 SPACER IM 1 1 N SFE TABLE 1 ON SHEET I, FOR MAX, PANEL LENGTHS k _ i • 12 THY D.C. ' 1 ` _ MAX. A .D OESION t.0AD5 i'OR THIS INSTALLATION. ETO 1 t j ' 1 ( _ _ wom ANCHORS 1tL 71C �jE: STAGGERED W/ SPUD Y (SEE SCHEDULE ON NowESA KW t t rK HOIW I: SHEET I1) (1) PfaLUIRON s LA RRO 10 A OIW NOW RW.WIMI WIN jr-r 1 *Am MM MAIN A" NDWr Tow W A IIwRMOnw RRMN ANC 2'%4• WOOD _ � {' PLATE REOUIRf-6 '.; wwOp ANCHORS H• ML YFWUM m WaW awDwq! i I K4• WOOD tlMWM HwwR CIw1wNRr PwHOAW ON 4Qi tE). 1 k' x ' t SiADCGED W/ STUD : 1 ON SHUT E MN BE IImUCC1D m 1N• g _ _. CUTE REEAIBED W AMOKW! oWM 01A1 LaNP01On M IRE FOIE q d1 (SEE SCHEDULE ON 1M OWNO CONnI(1016 ME ' 3 a ERWIwCFa11 Y14% D .. t,+ (IN[ AR0 1122A 1OD�� ACM e" SLEET 11) I ::, P¢T q- (1) WA" AM DO r(W9MJF Won W N0. -M P.I. t37 YO. N DIME RYES LENRIM 6 IAMnm m /R' M ,rw 0F61III11 ..; (» nM •wFDI Lr wM Pon (LIMN s WALL YOUL, I MG A RI'll �X FROM LNINFI FRNa UNIONS ALLOWED ALLOWED ON ALTERNATIVE ON (4) 1 ,/9• USIR lNRR e01PaRFR IOW SMALL U a SMONLY ON WA Nmuc (3) RIow PAR mumu m w ONLY ALTERNATIVE 1 W INTO AN emm WOOD ,RAZE WILL SCARE 3/8-t • ww L wwIwAWOH1 a , 1 LAM ENawl a us Saar xMo FaR WPM LWIB ,. 3 3 K avl6ulm w ASY 1 SCALE 3/5-t' M) OM UARM WAD NALr FOR ,Ww ELDSGONE. a NO THE SDO (7M Mn" a THE RORW INNER POLL am ER A: T!(Vl LLt>gS ,CEN �� FLORIDA BUILDING CODE Non High Veloolty Hurrkam Zone NOSE ana COYBw1ATiON of SECTIONS. 1. INSTALLATION ARE ONLY VAUD FINK MAX. A.S.O.allay "JUND. Pc to. �• 24 DACE GALVANIZED STEEL STORY PANEL *41BT * = DESIGN PRESSURE RATING (p.s.T) AND PANEL LENGTHS maw on _- TOP h BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 EXCEPT FOR i COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') ( i' : SURE 0. �' I� O EMc. GLOBAL PROTECTION PRODUCTS, LLC. a III ; INSTALLATION. O ., �01(10 ESN .Im aw. 51 s"w 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . N, , _ M,""• nIRRE. (nN) AL q rr Pe.7ww-ntn 20-175 MEMBERS TO BE SOUTHERN PAVE No 2. W/ SPECIFIC 5�,.,'•..••' HAMM-P DENSITY OF 0.56 OR EQUAL NyW �r �,wA P� •�!Y "! °nWWM I" 4, RIQ7 • a M GENERAL NOTES n b aAr FPir BMlE7Y � E_ IIMMIw aw.r, (C) IO #te-sTW� wOGD /1L,,,�svFASM DRANK G . Ois MIN.. /. S10RM P,Wa SHORN ON 11w5 PRODUCT LNALW110N OOWYNLDNT (PBE E.D.) HAS EN YEMFlEO FOR COMPLIANCE IN ACCORDANCE - I/a"• tAPCSMI ANC/IOR t, AS MANUFACTURED BY I.T.W. GUIDE%, HNC WITH THE 2020 (7th EDITION) BUILDING ?HE FLORIDABUILDING CODE THIS STORM PANEL SWU.L NOT BE INSTALLED AT HIGH - 014-10 PANELYATE FEMALE D AND PA/ELIAATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS. VELOCM HURRICANE ZONES (MAML-RIDE / BROWARV COUNTIES). - 1/4-0 LAG SCREWS PER N.D.S DESIGN WIND LOAM SMALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASE WIND - 7/1VO . 5/r WOOD BUSING, AS DISTRIBUTED BY All PORK SCREW. DOLT • SPECIALTY CO. SPEED AS REOU ED BY THE ARLSDICTION WHERE STORM PANEL. OU BE INSTILLED. AND FOR A DIRECtI NALM FACTOR KO-O.BS, LSING ASCE 7-15 AND SMALL NO EXCEED THE MAIIMUM (ASo.) DESIGN PRESSURE RIDINGS INDICATED ON SMEM C 1) MINIMUM THREADED PENETRATION IRO WOOD OF 1APCON A 00% SMALL BE 1 1/2' AND 2• FOR ELCO PANELMAIE PLUS J. 9 TMRU 12 A 17. 1/. AND PAIEL)NLE FEMALE N IN ORDER TO VERIRY THE ADM CONDITION, LLTU AIE DESIGN WIN LOADS DETERMINED PER AS" 1-16 SMALL BE FAST REDUCED TO A3.0. DESIGN PRESSURE RATING BY MRATIPLYING THEM ITT 0.6 IN ORDER TO COMPARE THESE W/ MAX. (ALSO.) CI) WAWM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAW UNIT SMALL BE 1 1/2' NO THREADED MCC PRESSURE RATINGS MICAIED ON SHEETS 3. 9 THRU 12 k 17. ITT PENETRATION INTO SNI000 SMALL BE CONSIDERED AS PAT OF THE REQUIRED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STUD, A 3M INCREASE IN ALLOWABLE STRESS POR WIND LOADS WAS MN USED IN THEIR ANALYSIS- FASTEIEAS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MUPNX N EDGE INSTANCE Or LAG SCREWS. IRO WOOD SMALL BE AS INOGAtED IN THIS MAXIM ACCORDANCE WITH N.D-$. 2018. F-20 SEWS USED SMALL BE 1 1/2- LONG M/AMUY STORM PANELS ADEQUACY FOR IMPACT AND 'WIND RESISTANCE HAS SEEN VEWIED N ACCORDANCE WITH SECTION 1809.1.2 OF CA) WMAN PENETRATION OF WOOD BUSHING SHALL BE 5/6• 1/4• SCREWS THE ABOVE MEWIMED CODE AS PER AMERICAN TEST LAB OF SOUTH MOMREPORTS POe,1.01-0/ AND /0219.02-00, AS SHOULD SR)OCD DUST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. PER SSm 12-99 k ASTM E 33D-02 STANDARDS, AND AMERICAN TESTING LB SOUTH FLORIDA REPORT 01123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCUUTDNS PERFORMED IN ACCORDANCE W/ SECTION MR 0. THE CS) 01 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EM IM rLORIDA BULONG CODE WALL ANCHORS SHALL BE LONG ENOUGH m REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHOWHCE SHALL BE AS MENTIONED IN C 1). C2) k C4) 2 AL ALUMINUM EXTAUSIRRS TO HE 6063-TES ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE 04M 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-M14 ALLOY. 0 PANELS MAY 04M BE INSTALLED HOMZOMALY FOLLOIN0 INSTALLATION DETAILS SHOWN ON SECT04 I THROUGH 5 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL MAY[ STRUCTURAL OUALrtt STEEL ASTM A-6S3 GRADE 60 WHIAAAM, G-00 GALVANIZED THROUGH S) EXCEPT THAT HEADERS®!(D SMALL NOT K USED, 51ELL DE9MI003M W/FY- 92.2 MW (AFTER ROLLED). 9 PI SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO YERIY THE SWNDNE35 OF THE SMCRWE WHERE SH LMER IS TO BE 5. ALL. SCREW5 TO BE STAINLESS STEEL 304 OR 3t6 AA41 SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ASH �m gNAARE PROPER ANCHORAGE, THIS SHUTTER SMALL ONLY BE AITACFED TO CONCRETE. BLOCK OR WOOD MANE 50015 W/ 50 Lai YIELD STRENGTH AND 90 Mu TENSILE STRENGTH ANTI SMALL COMPLY W/ FLORIDA BU6DHNG CODE SECTION 241 t.!]A. 1G EACH REOOAR STORM PANEL A; LENGTHS OVER W. AS PER SECTIONS 1, 4 4. 5, 6 AND ALTMNATCYES ,W. 3W k 4W ON SHEETS 4. S. 6 A 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY WSW MARKING ,05TNUCIRNG OWNER OR TENANT TO a BOLTS m BE ASRM A-307 GALVANIZED STEEL, OR AIS Sot SERIES STAKISS STEEL. NETT" 36 Nw YININW YIELD WRENOM SECURE PANELS WITH APPLICABLE REENFURCEMEM DURING PERIODS OF hURRKME WARNING RS T ANggTO WALL SMALL BE AS FOLLOWS'. T 1, THE INSTALLATION CONTRACTOR IS TO SFAL/CAAK ALL SHUTTER C•OAPOR M EDGES WHICH REMAIN IN CONTINUOUS CONTACT TWIN IKE BUILDING M PRAM WM/RAIN WINUSDN W ro ExSDrG PaflRm �•-•�. - 114'1 DAMSON ANCHORS AS AMMUFACNNED BY I,T,W. BULDEX. INC (Min. r0-3192 P-) 12. STOMA PANEL INSTAUAUN SMALL COMPLY WITH SPECS I401CATED IN THIS DRAWING PLUS ANY BUILDING AND IONWG REGIAAT,ONS - 1/4' • . 7/8' CMR-IN ANCHORS, AS Ir~ACIURCD W 0EW40 INC PROADED BY THE AII501CT1ON MERE POW IS APPLIED TO. - I/{'• . 3/4' SIXA-SET ANCHORS. AS DISTRIBUTED BY Au. PORT SCREW, BOLT • SPECIALTY CO 1I (a) T415 PRODUCT CVALUJUIDN DOCUL6DOCUMENTLE (PC PREPARED Or THIS ENGINISEER GENERIC AND DOES PROVIDE PROE INFORMATION SMOG p.a.Iy - i14-10 PANELIATE FEMALE D A PAREUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. EROPRODUCTS.PRODUCTS.$. FOR A SIZE SPECIFIC PROJECr. Le, WHERE THE SITE CONDITIONS DETAATE FROM THE P.ED. - 1/4'0 IANAC NAa9N ANCHORS, AS MANUFACTURED BY DEWALT, INC. (6) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION, PURCHASE Ao OWALUTION NCWONG LIFE SAFETY OF TARS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDNIONS DETAILED ON THIS DOCUMENT A I) MNNW ER 1MNCH ANCHORS INTO POURED CONCRETE WILL BE + 3/4", 2' FOR RCO PANELNArE AND DO IRCTCNN SAFETY AT SITE S THE CONTRACTORS RESPONSOUTF ZAAACT N , 3,4' FOR 7ALNC NNUN ANI'HORS, A2) CALX-IN • SOLID -SET ANCHORS SWILL BE EMBEDDED 7/0' INTO THE POURED CONCRETE. NO EMBEDMENT IRO W THIS PRODUCT EVALLITION DOCUMENT WILL BE CONSIDERED INAUO IF MODIFIED STUCCO SMALL BE PERMITTED- 1/4. 0-20 SCREWS USED SAIL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CNOWER OR ARCHITECT WHICH WILL BECOME THE AND T• MINIMUM FOR WALLS WITH NO STUCCO, AND WAY BE HEADED SCREWS AIR ALL THREADED SCREWS W/O MEAD, ENGINEER O REOORO kOAjj FOR ME PROJECT AND WHO WILL IN RESPONSIBLE FOR THE SLIT WITH AND NUTS PROPER USE OF THE PE�0 ENGINEER OF RECORD, ACTIN AS A DELEGATED ENGINEER TO THE P.£.D. ENGINEER, SMALL 9UBAIT TO nrS UTTER THE SITE SPECIFIC OMWNGS FOR REVIEW, A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOOD 901ILDS BE FOUND ON THE EXISTING VAWL OR ELAOR. ANCHORS SMALL BE LONG ENDN(31 TO REACH THE MAN SIRUCryRE BEHIND SUCH PAERS (4) THIS P.E.O. SMALL " THE DATE AND ORIGINAL SEWN AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED N A 1) AND N A2). ENGINEER OF RECORD THAT PREPARED P (B) TIt OUSTING COtCRMTE HiLrIY-YIN WALL AS111 C-9a 16. SHUTTER MANUFACTURER'S LABEL SILL BE LOCATED ON A READILY V30C LOCATION AT STORM - ,/l' P TAPCON ANCHORS AS MANUFACTURED BY I T W BUILD". INC. PANEL SHUTTER N ACCORDANCE WITHI SECTION 1709.9.2 OF FLORIDA BINDING CODE. ONE LABEL ME PLACED FOR EYC RT OPENING EARRING TO COMPLY WITH SECTION 17091.3 O< ME - 194AU /4' • . 7/B• CAUL-N ANCHORS, AS MANUFACTURED BY OEWALT. INC. FLORIDA BUILDING CODE. - ,/4.0 % 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SINEW. BOLT k SPECIALTY CO - - /14-10 OANEtMATE FEMALE D ANTI PAHELMATE PLUS ANCHORS, AS MAUFACTURED By ELCO CONSTRUCTION POrVw'Will#, ..'M('C'R��A:.T/(v AC W"- ,/4• P ZAMANCHORS. AS MANUFACTURED BY OEWALT. INC r e.,) TAPCON ANCHORS. ELCO PAEIMATES 4AIO 2A#AC NALN ANCHOR. *TO ME FLORIDA BUILDING CODE Non High Ydoc Nvrrteane Zone) BLOCK IT SMALL 1 eLOHa1 IJWT SHAWL r♦ t T/4' 1•�jGENs'':;�9 8.2) CALK -IN k SOLD -SET ANCHHaRs SMALL BE FJIBELIOFD 7/r INTO THE CONCRETE BOCK UNn. ND E�tf'EFFOaa 7 _ •� R'mD- "` 24 GAGE GALVANIZED STEEL STORM PANEL STUCCO SHALL LR PERMITTED. 1/4• r-20 SCREWS USED SMALL BE H 1/2• LONG MINIMUM SHOULD 17a5r, * AND MINWnIM FOR WALLAS Anr1 NG sRuccD. STATE F - IL,�E Q E- GLOBAL. PROTECTION PRODUCTS, LLC. �•'• `3 8.3) IN CASE THAN PRECAST STONE. 0R1 PRECAST CONCRETE PANELS. STVCOO OR W000 BOARDS O FOUN �ORI • INK 0. aA14 2 - '•.. •�•, • p,q �WI�I °im=,a 20-175 EXISTING WALL. ANCHORS SMALL � LONG ENOUGH TO REACH THE MAIN STRUCTURE OLHw'D SUCH P �A H:- An=,Ili - h�1 HrgNl H>w)11►TDM FAIN peLMIE-6N7 ANCHORAGE 94A1 BE AS MENTIONED IN B.1) AND IN 11.2) S/OINAL •W NAWW/III AA PL r "A �• WAITR A ,i1X Jr; PL lIDI, H K to � INSTALLATION DETAILS FOR REGULAR PANEL n Q(IS1010 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -CONCRETE ON CONCH BLOCK - ON CONCRETE ROCK /Y • REOUMED REOURE'D. _ AIOIGR$ , CONCRETE ANLMORS ¢ ; CONCRETE ' -' SCHEDULE ON � (SEE SCHEDULE ON EXISTING POURED SHEETS 9 THROUGH 10) -O SHEETS 9 THROUGH 10) :. �} CONCRETE OR � �•J CONCRETE BLOGR... _-/Y1 ,pW-tor I �/ rs�Pl __ , ,/2• ' 1 a• 1�• Ew'I/ntaI,GP 11f4 R9 - .. ! IIli ': cONCRErE ----- ED. r' f j SHEETS a 110IOIldN 10)Calf 1 I I I IL SEPARATION To GLASS. � SCHEDULE UT•111� ( ( � �� =4 N ON SHEET 3) CLASSr � PAIR IFNCTN IMLn. SEPARATION I t• Y,or. (ON 1 '. 1 m GLASS 1 1 B PANEL LENGTH LENGTH l (SEE SCHEDULE 1 (SEE SCHEDULE CONCRETE ANCHORS 1.-- _. - ..1._- 9.. _. -.. t (SEE 9ORDULC SNIET.» ON SHEET 3) (SEE SCHEDULE ON -.. = 1 N i--... ON SHEET ]) i "''��- j SHEETS 2 MgOUCM IOjt sox GLASSY 1 t.✓ � '..:Y,'l.� 1 � i D oFi• EDr - I. - - rNosn,Ola� MAY, 0 12 1/2- ac. ! L 1 APIPLICABILO' %�: 1 '' l�Wt••RWOO tp•' P Dr o CONCRETE BLOCK 1 % 1 (SEE CONCRETEANCHORS REOOREO, I E • J .r . jl I lE - 1 YA. -• W � ONLYY MIEN SOLD LEI LOCATION CXJSIINGCON POSED UbMC11ElE OR BLOCK ALTERNATE CONCRETE ; POuam CONCRETE cowNrAc1E AwcrNORs ARE USEo �� ANCHORS OR CONRE7E BLOCK REOUKED. mA00ERED w/ STUB -- (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH to) flSIJLtLSL � WAU _�pipwr N -A MOUNT SCALE 3/8-1' SCALE 3/8-1" . SCALE 3/B-1• .. w l.............. CEH FLORIDA BUILDING OWE (Non High V41ocify HurrIcans ZonB 44167 z E"1e "R'I' "G 24 GADS GALVANIZED STEEL STONY PANEL to, E.D. -EDGE DISTANCE MAIN 0. NOTE •: * g pryNryIMP (SEE SCHEDULE ON TOP ♦ e COIN MOUNTINGS CAN eE - 9�^. STATE OF _ IL E C O HNC MOM PR TEC M PRODUCTS. LL.0 wE: �, ��:• (DINED?',; Fl_ >•�� SHEETS 0 ♦ 10) COMBINED IN ANY WAY TO SUIT ANY , ;� / •� Fia.f Ae`o,`-,o .+'a'-.Ia•'iWal�yb ,. nMYc �DIAL 6 INSTALLATION. " �. - DWMo7f FYNN AI1a1GrAIN IN i1w, PE a"•Y ndT 4 OF N INSTALLATION DETAILS FOR REGULAR PANEL (D INTO WOOD - _ ALTERNATE LEG CX16TIN0 TOCw1gN � ffiIIM REDUBRD. / � i ADEDUALT a MOW wooD ; SEAM TO BE BE cfATlFtEo BY � IENGINEERORNICQUWV � REGISTERED ENGINEER I, ,, PRIDE ro SHUTTER �• r W'ALLATION' --� __yt0pp gNCNOR$ ALTERNATE w0OO A/KDHORS - -i 1• MoL -- J { (5£E SCHEDULE aN (5¢ SOHmLRE ON ,' TIT'°' rrlw HaG ,t A , SHEET 11) SHEET ,1) • �x :i � �- ,�' ;,.--36.,• Es Y,. ev MR 1 1/2' _, • ,a ,ry• u Ile E MAX. W000 HEAOQt- EItSTMGMG�� 1 _.. - REQUIRED >' • 1 TnT1-ao� •an O_` OLASS-1 I w)017 ANCHORS r• I Ip• Da ( SCMEDULE It ' SWEET -.1CPARA 5!E 1 SCHEDULE I TnY-2e.,• SHEET Min* TO GLASS. ;DAL ON SifET T.,SEPARATION S I- :INDAE 3)H !/! 1� L LMAX . - _ IT N PAIR SCHGTH *0(SEEi EN MAX, (SEE EDULE PANEL ON SHEET 3) IJ9g61 061 Y-•') (SEE SCHEDULE ELI 1 1 ON SHEET ]) t'Tw53•1 .�..__ _. a 5oA 1• � MAX. OF 1• , 1 MAX I O 12 1/2' O.C. , I tt � 1Ir /Pf-DOLT' ALL�I- 1 ED 2'TL6' WOOD 2- .4. WOOD 1 t CUL REOMED WOOD ANCH DRS 'r - -_ REOLWRED +'-� �j (WX ANCHORS SCNEWLE ON (SEE SCHEDULE ON _ ]/4.i SHEET III ��' uS -------`- ' --2' CEWNG AND FLOOR. MOUNTING @UiLD-OUf MOUNTING AL SCwIE 3/B-1' 1Ia SCAT J/e••,• A. 17(4 ; NOSE FOR COMBINATION Of SECTIONS: 21Q0'S. g *- NO. 44167 FLORIDA BUILDING CODE Non High Y Nurrleom 2onR 1. INSTALUT113N ARE ONLY UALD FOR MAX. AS.D. TOP ♦BOTTOM MOUNTNGL CAN BE DESIGN PRESSURE RATING (0-cf) AND PANEL LENGTHS -q STATE OF *: -am +ARm At 24 GAGE GALVANIZED STEEL STORM PANEL H� a, COMBINED IN ANY WAY TO suit ANY A5 PER SCHEDULES ON SHEET 3 9 '• Q NR/D/LIMO INSTALLATION. 2. FOR IE+W WOOD FRAME CONSTRUCTION: WOOD O•NLF; r/O •ILA �•' GLOBAL PROTECTION 11C. MEMBERS TO BE StX)THE7''MO PINE 110 2, W/ SPECIFIC PRODUCTSA ace /OWALE ILIA a, mm DENSItt tx 0.55 OR EQUAL. z.,�rs �� ArN s.A NNN1„LHNA ORE, , / Ar.. Pa��-CPR An-,o, HOE: C6AMW-IwM I'm iPNMI►DD FL3D1• 2RM" a. r w. CHNWM Hra G-mWF,S PL TN/ACN/ME/AAR ILTEII A 77Wr Jr, PE fR2f 7 p p N L _ C O VJ Q CU CIO 0C) LL O .CU to Q� p L - CuCL -0 C/) CL a C/) =3 O U O U 'Cu W LLI = Q Z Z Q J d SHEET NO. SH 1M3 eM1P1I.lIr�l.11llli♦f�1fWw..11M111r111u1/lal .f Jleal�06�IW 4� A li/WYI�eSSseal�ld�� 'lxaul=l i u1Nd 4"uJl,.LLII.a'.II,-VI N ANUM dim 11 po,lKa au41tE1L racy a r..• ellro pAF AVM• nHrCy. ANMHIOR �1%1 0 12' 0.4 51 r x 4' 2 .,2y am -To Lf Was-n ALLfA' COW. AUM. MMU CASE A (PLAN) SCALE I/e-I* JAF L I T CC LPL n^M%r J 1 VRM rA141ILL L IJ J I J I LMJ • 1 1 L OR - ooefpEl6OOi aP VALESto ,' 1 •� r FR/AE 1 JEWAM MMLn• we [ wecY Dp O i ,•�Al An ANCHOR . 12' OC 2 ra 21OT 4' SM RE OR(D M RWU IU a VARIES i 1 r Ma. 04 L 4IN mg. --'1-»»-- i I- "so ( 2' - 1 t/4. 0 9%T _f-' . 4. 0n' B tr AC 310a-N,. ON om3-n 1LLA. r/ACXNO C.M. AY AWLE CASE B (PLAN) SCALE I/C-I' r , r: MG: 10 ._ LKIOMAI[ 113 LOCAIeM t, 5 , ASSCOIL. W. AMaE 01111 aW' 3,06-N154 sl¢1 METAL MW BOO PINE 1/4 Me.- CAP CASE C (PLAN) SCALE I/eW 2'. 3'. A03. 3105 0-14_" Boss-n IWor 0afr. RM. U ,MOON • + q.C, VIC t NeE AYE! POIAEO cawmm CONCRETE BLOCK an 2•N• WOOD rHAME LOURED CASE D (PLAN) SCALE 1/4-.1• imic-m OR CALK-11 _ 1 •®� FFgp1EB0 OOEIgE7Fa- 711I A 'R3WL r ND DR OOI L7EIE 6M0Mx 1'ap 6AaonoY a fa kuMtE PLYs(9Q (IA0N1 wEL M.c1E7[ MOCK ,TARPOUNED ES 1 L a ry HOOD SMFi OF or04rM WUEaIAE CN Sili11 1. 1>uE%� eEY3W J AIWE a r McIL ; O ® nbW IEDRNwto AS APPUCAILE 10 a „) I11KIq/0 Onut10 _-�oRo'i� wood nMnE r� 1� _ .�� ��. wout D \`\l..M ::.:. I 31W. i vAwE5 1 `Y •© OR® - i -�KNI aV MIf210RED RWMt 6 ,3. ices, I eu (a"FUnaLSiTAR0E37 CUT, no X to. ORr4NCC _T� j ---» Ill'»»» `` CASE G jPUN) aMOa�R E'N^:'IRA �� ••'•(// SCALE 1 'K a •• 6G '�: ''• \CEN yy VALID FOR DIRECT MOUNT WI4STA LLATw ONLY k L• SF '• CERTIFIED PANEL INSTALLATION AT WALLS Vol i NO. 44167 SURFACE LEVEL " INITIO i 3/4• FLORIDA BUILDING CODE Non fth Velocity Hutriaane CASE E (PLAN) CASE F (PLAN) 24 GAGE GUVANQED STEEL =0 PANEL SCALE 1/4--+ STALE 1/.•-r %�"L_ flOR10L"•: ;Y)��• u.Irnii A.S.D. DINGED PRESSURE RATING (p,a.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR ZORM PANEL (j) INSTALLATIONS INTO WOOD STRLECTE MS (VALID ONLY FOR PANEL 10D6TAL(ATWNS AS PER ALTERNIAT)VES 1111 THRU 4W. ON SHEETS 6 R 7) MAX AS.O. DESIGN POMISM M194G (P. S.) MAXAM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 a 7 AM ABLE ALTEW44TAM • AMY OF THEM MAYILM POM LE ('L) TAPCON LAC SCREW PMELMtE FEMLAE 0 PAIIELIIATE PLUS saw BLm9JC 13' 13• 13" it IV (Tom ,r 13• tr tr 13• IN (rBlp) 6 1/r 6 1/27 a 1/r 6 1/2• 4 t/r2W CM - - 0 Ile 12 In. 6 I/C (BOtI,q 3OR r a• e e - (EDP) Liss r e - ]M f6miM 13' tJ• 13• 13• 13• (Top) 445. -45 OR MESS p• 13' 13' , r 11. tr 13• 13• 13• 6 1/2• N it it Ir IS' 6 ,r (Witty) 9 1/2• 6 1/2• 1 ,/2 a I/2• - - • t/4' ,2 ,/2• a Ile (Barr..) >6•-0- 41/7 4- 9 1/2' 6 1/2' - (LOP% ya �• 4 1/Y . 1/2• Y Y - Sit IBOrrORO ,O 1/r 1 9 1/2• 12'1 ,r 4' N (TOP) I 1 13' lr 1 lr 61/2 (BoTw1 • SEE TABLE /1 FOR VAX A.S.D. DESIGN LAWS & ►AX. PM41 LENGTHS WHEN SPACER qq 5 I USED. CONEWOMM ONLY TO ALTO WOE 2W ON SHEET 5 / 1 OaL6MTRNG i 1 I WMAX. A•3.O- IE. PRESSURE MAmam IVictions SPACING FOR CD. . AS SHOWN w SHEETS 6 a 7 APPLICABLEMAASM a ANr OF THEN LENGTH .L• (n-) TAPCON LAC so" PANDARgE FEMALE D V/WELMILIE PLUS WOW wpm Ir Ir 13' Ir 1w (mh it is, 1r tr 6• 1N Coin!) 6 1/2' a 1/2• 4 l/r 6 1/2• 6 1/2• (Hon - - 6 1/4- 12 1/2' 6 1/C MIT.-) OR LESS 7 1/2' r r r - 3N Moriw) - 13• 13• Ir it 13• M .4s, -46 To 4 _n lr tr 13" it 13• (BOTTOM) /r Ir t3• it to, ,N (/i.d�,� +r 13• Ir Ir 6 Ile to foorms) a 1/2• 6 1/2• 1 1/2' 6 1/2• 6 1/2• (EDP) - - 6 t/C 12 t/2• 6 I/4• IBOR.y >Si-0• 51 S t/2 t 6 - 30 (WHOM) tr 12• 13' ,Y S i/2• tT'o� it Ir 13• Ir to* 4w MUM) • SEE TABLE /1 FOR WUL A.S.D. DESIGN LORDS s MAX PNEL LENGTHS TF/EN SPACER 0 51 USED. CONESPOOMG OLY TO ALTERNATE 2W ON SHEET 5 �e A.S.D. DESIGN LOW t PMEL� 40 PSF OR LESS B•-6- > 40 PSF TO 50 PSr 6'-2- > 50 PSF TO 80 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATT 0 OR PANEL MATE PLUS mxi4 RS h W/ 0TI,&1/2. O.C. INTO POURED CONCRETE OR CONCRETE BLOCK STRU COMCFVE >v ©. ©w D~eM IRS r.4•) 1 R• Ya PANEL LOOM (SEE ELLYAION ON 94M ta) y�RE% 1 LIP Co.* 1 %-/ I o�aoMErz an AWE BLOCK j 7 O®INM 1 I r K at A11DM11 • 12 1/Y O.C. SEE •Q7i 14 a t4 no a+pota rns: a SPAOMa FOR P6NUA6MS WO BOW was rMa1Mk HPrar Mto MHOS Am omm ECE womm AW @Go= or *a ..rw.. IN L0. LESS TNM, BOOM m so"" I== 410= WHOM eI "NFL w 9NOs r ON 1110E3DUL4 a, IK FO LOW= WiC'ne9 NO TM CPV M,W m K PONOL HOLM Votes 12M1H® LOW FACION MtNL Ma K I= THIN WARM BATON om"TW FDA EcIf me= TYPE ON TW StMYL 1/4. 1/4% wCM m - IN INRMY MOW 4rIOa N) 3 3 •... — N 3 3 3 3 In 44fMOB.3 r lr w sw OWL S �S W WO6K _. ALMS —. --- -- 04`1 Iw r Co. OOICNM eLacN AEOUINECL -, 1H'.-3Rn• L ea� MG 1 V MAX 6' PANEL LENGTH (SEE ELEVATION _--_, ON SHEET )),2 r 7 �-Y1271�• 9 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIELMIJISTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL()INSTALXIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5) MAX, ALSO. DESIGN PRESSURE MTwO MON" ANCHORS SPICING FOR MN CO. PER SCHEDULE BELOW APPLICABLE 1N10WM UDIOW /w) MAX ASM. PRESSUIE (M{C)• MAM M NlCNM 6PAC6p FOR IW EA. PER SCHEDULE BELOW III '��F MONLOM IF1WiN NIL) TAPCON SOLID-6E{ p UWJSR ZA MIC-•ABM CMA-W TMCON SOLO -SET FEMALE 0 PANEUMKIE PLUS TMIA.-NWM CNIt-W R as 'MOM session m713- m m m PEW 10 m com� m m M! 10 comom 3k asi V OF THEM 45 Olt Ir 1r W 1Y 13' it it lr 1r +r tr / 6._6. on LESS �-46 aft -43 Ir it tr it 1r it it 13• tr it iY 1 1/2 1 3•-r OR LESS 13' ,r 13• 'y>o it it it 13• ,Y tr +3' it 1 upor O Ir Ir 13• ,3• ,r ,3• it 13• tr it Ir It 1/2 1 (eDrftO it q' t3 13' 13' Ir 1] fY 13' 13• jr 2 Groh IY t]' t3' t3' Ir lr 13' jr tr tr Ir ,t t/2 3 tT0►) it it itIS, Ir 13• it 13• it 3 lr it 2 (80170M) 1 3 , r Ir i r , r , r / 3, , 3 +r tr it ,1 , /2 2 (BOTTOM) it lr Ir it Ir Ir l3' Ir ,3• 1r Ir (TOP) 13• 13' Ir 13' Ir 1r /3• Ir Ir Ir tr 11 1/2 3 (TOP) 12 / 6 I/C a Ile 12 11r 12 1/2 - - 6 1/4• 6 Ile 3 (BOTTOM) - - P2 1/2"12 1/2 6 I/P 6 I/4• 12 1/2"12 1/2 - - 6 Ile 6 1/4' 3 (01171110M) rp 6• r r r r e• r 1. 6' I llr.4 (TOP) 6• 5 1/27 r e• W 0 11r a• 7 11r r e• r s• 4 (TOP) r (907TO) 6" it - r - 6' - a' - B• - r 4 (BOTTOM) Ir 13• ,r it 13' tr +r lr 13' tr tr (TOP) Ir 13' 13• it 13' it Ir lr 13, it 11 1/1 mm Ir Ir 13• Ir Ir tr i3• it Ir it it r13oT1DM0 1r IS' IS'it 1r 13• ,r tr is, IS, Ir It 1 3 (BOTTOM) Ir it IS• it tr ,r Tr it 13• Ir ,r 6 (TOP) 1r it it Ir Ir 13• it lr la• it Ir 1 1/2 a (MOP)143. _A / C 6 Ile 6 1 C 6 TIC - - - - 61/4' 61/4. 1 !•) - - 5 1/4• 6 / C 6 1/4, 4 Ile - - - - 6 1/4' e 1 4' 0 (W".•)LESS it lr to 1/2 1r 7• it r 7 1/2 5 1/2 13' 4 1 1 ROC) >W-f' TO 14' 4' it 6' Ir IS• it 4 1/2' lr 6 i/ 0 l/2• 6 1l2 Ir 5 t IIr >5•-r TO W it lr IW 9 1/2 tr 9 1/2 10 1/3 7 1/2 13' r 1 (BOTTOM) fY 17 1/r Ir tr Ir 10• it to* 11' r 13' 6 1/r 1 (BOTTOM) it s• it t0 ,/2 IS- r Ir r 7 1/2 5 1/2 ,Y 14 t/r 2 (TOP) lr r I it I 13• I 1r I ,/r Ir 3 1/r 9 1/2' 9 1/r tY 9 I/r 2 (TOP) is, I r it is' 1r 9 1/21 it 9 1/2 10 1/2 7 1/2 Ir 5 1/2' 2 (WrMM) 13• 7 ,/r Ir tr ,r it tr TO- et• r it 6 1/2. 2 CWM)M) Ir r Ir I3' Ir 6 1/21 it 9 1/2 10 1/2 7 1/2 ,3• 6 I/r 3 CMP) lr 7 I/r it Ir tr to• ,r to' w r Ir a 1/r 3 (TOP) 12 1/2 12 11r 0 1/0 6 1/4. 12 1/2 6 1/0 - - 0 1/0 6 I/C 3 (OOTmN) - - 12 1/2 12 1/2 6 1/C 0 Ile 12 IlLr 12 1/2 - - 6 TIC 6 1/4' 3 (BOTTOM) r r 3 1/r r 4' 4 IM r 9 1/2' r (TOP) F 1/2' 3• r r r C r C 4 I/r 3 1/r 6 1/2' 3• 4 (TOP) rr r 5 1/2' 7 1/2' MT04 r r r e• s l/r 7 Ile (le nmo lr ,r a 1/2- Ir 6 ,/r a 1/2 7 1/r 13• r (7GP) 13• a lIr 13• Ir it TO` ,r Ir it 6• it a 1/2' 6 (TOP) Ir =7- lr a1/rIr 9 ,/2 0 If2 7 l/r +3• 6 I/r (BOTTOM) it 8 1/2' tr l3• Ir to• it t0• It a• tr a ,/2' s (smlw)lY it r lr T 7 1/2• s 1/2• Ir 4 1/2' 5 (i'Or) it r Ir it it 6 1/2' ,r 6 i/z• 9 l/ra 1/2` lY a 1/2• 6 Ile 4 1/4• 6. 6 6 (Wrr.•') 6 1/C 6 1 4• 6 1/C 6/ C 6 1 4' 6 t/4• 6 SQ OW It Its M OOM TOE 6 W*: M FOR SMALLMOS INTO GOOD rW E UXBW e: • WMM M6MW SMtlOS NO W WY EXE WOMCE ARE M01GMO1 M TO SCHEpAL FAR ED LOW TWA Oxwo OR epiOJ11 RFOCE AM= OAOM 9I "IVLYM SWC1M SHIM M SCHEDULE W THE FOLLMA) FAC10RL Fee 1N1 OPBWMM 10 K POKaLL REDUCE) SW M OHMM IM M FACTOR S KL ROT K LEA TOM McMMW S/ACMe POW= NOR EACH MdMR IVK ON TW SpMISE AMD= TVPi ,pi Ile. '/4U +/4Y 1/4'. 1/4-. 910M um*-= OMRi W R" MOM= vacm (h) 3 3 ] 7 2 I/r 3 In WIsfMIM1WP W 3 3 ,n' r 3 I ,/r f M94rItw sMi 3 3 I/r ] ,n' 3 In 3 ,/r Ann an Bsma FACIDR am W- &in 0.1� - - - - ,DD - -- - .. - ,AO I MAR » SPACINGS ONLY V" INNER SPACER IS USED. SEE T W EI FOR MAX AS,D. DESIGN) LOADS It W X PM M WHEN SPACER 5 USED. x"Al A ASA DESIGN LOAD L 1WPNEL 41D PSF OR LESS W-B' > 40 PSF TO 50 PSF 6•-2' > 50 PW TO W PSF 5,-Io• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCFWRS & W/ SPACER AT 12 1/2. O.C. -- ----- --- .. ---- - - ------_-ANC}MpS (SEE SECTIONS a ALTONSATM ON $HIM 13. 14, Is a18) r VAX jkhR-/A/13R-A/13. A4R-i9/13R-ZB/13• -31 MAX. R-tAW/5, R-2W/1S. R-3AW/16. /15-2/15-B/16 O O O O O am - E� - '� W2 , 4.0-70X1• SS. BOL15 W�1 - + (USE FOR PAN) LFAICTH I i1W(Lkvx LENGTH i STCLM WFR T-67 (1 f { REGULAR PANEL J I REGULAR ST PANEL 5-B' is44Q .D yTrM{. j----------I�Ji -i�r- (nlaERwwD eat )- . : I LIFE SNEIY STOW PANEL --------------- - I •I ;.a- • - ; - CRM ML4P MD PATIO. UNWED BOLT) , UK 2'-r ION. PANEL LINDEN 1 'I ) 1/O0-zoRi • _••Q" - - - - - - . - - - - { t .. - - - -� At ALL ►CLRONM ' i r .32f NOTCHESj c-OGTON • Lei SAETY-_D.M., Q. `.', PANEL BOTrOM Commits � O �OVOeM-•I -OVEFMAP- or. WIND PUT AT EXTE t1IND NUr AT LEFT PANEL -- REUR PANEL r MOT, t INSTALLATIONS ONLY VALID TOR IRlN1 I' UN, R-1A/13. R-2A/13, R-3A/14. R-1B/13, R-26/13. R-39/14, I• Mw.i SPEED UP TO RRt7D n,.p.h. -IAW/is. -2AN, R-3Aw/is. R-t9W/i6. R N-29W/15. R-300/16. _._ANCHORS (SEE SECTIONS a ALTUMTIVM ON SHEETS 13, 14, 15 a16)--__.._..--___...-_..___.- I/4 MAR. DHP LIFE SAFETY STORM PANEL CID ELEVATION (t) .O STORM 2.-1l q SG1IE 1/4-7 STORMAEG -) ... REG PANEL (4aL aLEMAP .I MOLE LOLLLYJ STORM PANEL ve VAX. OAP N "�pf_''•• ✓9 1 Sir 07 LIFE PANEL �'q * �Tkg FLORIDA BUILDING CODE Non N h Velocity NUGFkwno Zorn EXTERIOR4HS; O.= i1�4 Reap nt2o0 re 24 GAGE GALVANIZED STEEL STONII PANEL. trw RIOL sn TTE C -0... . GLOBAL PROTECTION PROWlCis, LLC. W p 1 e SECTION A —A a CO~44W :r. s, on m SCALE 1/P.f • •LJ Ra a R ,rlw. PNr., A LI1M OIPE. a TO-17S !! RaR. OIMrr wrw� w1-NM nee I0N)P01-7044 hN W VV,)w"I7 CA-Oa07N 4N r r pMwi6 W: FE !FK/NaMT2WJMtE e1LTWH A iRllt i1xil i1R3 ti of is film m WALL MMMM !ID'lfS: 1. INSTALLATION ARE OPLY VAUD FOR A.S.D. DESIGN PRESSURE RATINGS (p.e.f AND PANEL LENGTHS AS PER ELEVATION ON 1L 2. FOR NEW WORD FEMLE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL HOR a r o.e r /C 1 t i 1 i r /s e6Ln� Mw I - - —1 1• i wit. ON 3/ELT 72) I r i v2 t I I A -_ 1 L Y TAPCON 2'.4' voin- NOR IS 9. ox PLATE REQUIRED, _. ! 1• WX. PANFl IDOM 8- ON TN, O12) TIPDON Ra 9`O.0 MAMMUM A.S.D DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELMI INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELQI ilmALLATONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) MAX A.SA, IDES" PRESSURE M1Y40 MIAXW W ANCNORS SPICING FOR Mw E..D. PER SCHEDULE INELOW APPLIp,BIE a AIAXIIAUM UNOTH (ft.) MAX. A.SO. DES" PRESSURE (w) MAXIMUM AWN= W,ACIN9 roll MIN ED. PER SCIEMAE Mam APPL MMU Two AMXINIM PAM LL ICIN (�) TMCM SOLID -SET ?AMLC-HMCo CAUU-61 TAPCON SOUD-SET �N 2AMICt1/2- x L. m OtIlDADSM!10 m mMOOM m m OF TH U m W m m 1) a< t110Y >.Aw -OD ro .75. -7s Ir it* ,3• 13• ,r 1r tr it it it 13• to' I 0•-r ON LEA •75. -711 70 im-like i3• 5 13' f0 , 13, 6 1/2 tr 6 !/r 7 1/2• 1 / 1 OR u7B Ir ,t IS' ,r ,r tr Ir IY IS- +2• 13' tr I (BOTTOM/) 13- 9 ,/2• 13• it Ir r it r lr r 1 (s mill) lr It- Ir 1Y l3• it IF Ir 1r 12• 1Y TO- 2 COOP) l3' r +r 10 1 13' 0 1/r 1r 6 1/27 7 1/2' 4 1/2. 2 (10p) irN-W ,+• u• tr rr it /r it it lr u• to• 2 (eoTtnM) u• r u• ,r r 0 1 /2 tr 9/ /2' D 1 6 1 !2' s (60r,DM1,3' ,t 13' /]• T3' ,3• 1T tY 13• ,:• ,3' f0• +r T t3' U' ,r / t/r 13• • 1/T 10 ,/2' r D(TOP)a,�, 2 1 12 1/2 6 1/C 6 1/C 2 1/2'12 1 - - 6 I/C a 1/4. 3 (BOTTOM) - - 2 1/2 12 1/2 6 Ile 0 1/C 2 1/2.9 ilC - a 1/4. 3 (BOTTOM) r r a• r e r 6• 6112, T s' 6• 4 1/2, 4 (TOP) r 3' r 5 1/2' 7' 3 1/2• r C 4 llr r 0 llr 2 1/2. 4 (TOPS r - 6` _ e• - a• e• e• - 6' - (BotTOM) r - 6 , ' !2 - s• - r - l a /2 - r - 4 (ootroM) Tr it* it 13' 13' 13' 13' it /r t1_ Ir to' s (TOP) Ir 6 1/2• it Ir it r Ir 6' to- 7 1/2• ,r r tNaP) Ir I,• it 13• 13' t3 13• tr 13• ,r it to, 3 (BOrmw Ir r ,r Ir Ir 1 1/r ,r 9 1/r 10 1/2 7 l/2• ,r r (OMTOM) Ir 11• 5- lr lr it IF it it 12' ,r IV a (MOP) 13• r ,3' to 1 IF 6 r/2• it s ilr 7 1/r s i/r IY 4 1/2• (Top) - - 6 1/.- 6 1/4• e 1 4• 6 1/4• - - - - 0 1/C a 1/4' 9 (bDiT.'•) - - 0 1/C 0 1/4- a 1/4• 6 1 C 0 Ile 6 1 C - - e 1/C 6 Ile 4 MM.- Ir 7 1/2 Ir +r l3• 1w lr lr n- r 13• a 1/2 1 (MOP) w--r TO e'-O' fr 5• f3• 0 ,/2 IS e 1 13' a 1 7 1/2 IS 1/2• tY 41 2 + R0P) >W-r 70 r-0• tr 7 1/r ,r tr 1r le 1/2 13' 10 1/2*11 'Ir 9• tr r 1 (BOTTOM) IY I 11r IS• tr ,r 1• it IV it 17 I/r 13• r I marroi) is, 17 I/r Ir 13• 13• 10• 13, tr I ,+' I a lr 6 1/2. 2 (TOP) A• 5• ,r to 1/2 l3' 10 1/r 1r 6 1/2• 7 1/2' 5 11r U• 4 1/2' 2 (TOP) Ir 71/2-1 IS- 13, IS• 10 1/2 lr 10 1/2 1 1/2• E` is' I r 2 (BMW 13' I r Lr 13' Ir 111 1/2• tr 9 11r 10 1/217 i/2' Ir 6 I/r 2 twTTOM) 13• 7 1/2• IS' Ir it 10 Ilr 13• 10 I/2 11 1/2 e' 13, r 3 (TOP) Ir 1 71 it 13• ,r / ,/r it 9 1/2' 10 l/2 7 1/r ,r C 3 (EDP) - - 12 1/2.12 Ilr a I/C 6 1/C 12 1/2 6 Ile - - a I/4- 6 Ile 3 (9011011) - - 12 1/2•,2 llr 6 1/4' 0 1/4' 12 1/r 6 1/4' - - 6 Ile a Ile 3 (BOTTOM) 7 1/2• 3 1/2* W r 7 1/2• C r 4 I!2' s• 3 1/1• r r ♦ OOP) 7' r r S 1/2' r 3 //27 r 4• 4 1/2' r e ,/r 2 1/2• 4 (TOP) 0' - r - 4 MOTiw) r - a i/2• - 1• - r - 5 1/21 - r - 4 (90RON) lr 7 11r 13• i3• 13' t0 1/2 13• 10 1/2 1 11r r 1r 7•f (10P) it 6 1/2' It, it it 1' 13' D' lr 7 ,/'r 13• r (TO) lr 7 1/2' 13' Ir 13• 0 1/2 ,S 10 1/2 1 1/1 r 13• 7'(BaTTw) ,r r 13' ,r 13• 0 1/2• 13• 9 1/2' 0 1/2. 7 ,/Y +r c' s MOTION) ,r 7 1/2 13 r Ir 0 ,/T Ir 10 1/2 „ ,! r tr 7• CMP) ,r Y IY it 6 1/2 iY a i/2 7 ,/2 S i/2' 13 • ,/r COOP) - - 6 1/4• 6 TIC 0 , 4' 6 1/C _ _ _ _ 0 , 4• 6 1(4 isporn ) - - a 1/1' 6 ,/C 6 1 4' 6 I/el Is 1 C e i C • SEE SNKT 11 FM #men rM 6 WYL M 7'pl M iftim 6 IRO soap "WA BLEO,ai • MMw M ANCHOR 9W MK AND NPMAA EDGE 06tk%M AM ="= M INS SOlWAE MR LA LOS T M nowo O am 9pNOtRE AEDICE AICOM ShCe1G or IYU1PLvm tMGNO MOM) ON Si3MN1 M 09 FOLLOMO FACMW FOR Ntl WVWM m K Mtl L REDUCED 51M01M MMM MC FA M MALL HOT K LEA INN Y M WhCW Pa1WM FOR DICK NOW TYPE M Two 1C,EOIi1E Ve. ,/C. ANCHOR TYPE _ _ .. arr6R 2PLM•4v eNA-N WMMM Notice SPACING 0a) 3 3 3 3 2 In, x ,n MNMM,NT W8E W ] 3 ,n' r 3 D ,n• 7 NM1ANtw Hai 3 3 ,n H to } In 31/r AIt111BL mBE BIIB9ICE MD7011 : In• ul 0.W ew 0.n - - IAf - om W3 3• MID tA0 IRO 3 , - IRO » SPACINGS ON.Y OWUD WNETN SPACER 5 USED. SEE 11 FOR MAX. A.S.D. DESION LOADS A X PM+EL WHEN SPACER IS USED. 1/4-1111, , --_IX IINC POLNED 1/4-0 TAW ANCHOR 9 9' O.C.�NCRETE oR ANCHOR • y CONCRETE BLOCK <• Do&& is A.S,D. OE3101( LORD WXUM tl1iG7N 1 40 PW OR LESS > 40 PW TO W PSF 8'-2' > 50 PW TO W PSF 51-10- A MAX. PANEL LENGTHS ARE Y V" FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ 0 SPACER AT 12 1/2. O.C. 6 L / 31 6: EO• I � LD• % j 1 1 I ,• W. I Ei1WTR3G.B To O1AS5. q 4' _ , 4'h2k„- 1 M fitr I!, OIASS �... -yyr'7 T.:_.: M n 6 L u2OM aMl Tdt 1 PANEL /U IGIN jr - , - I - 6' PAIL LEOM Mi. v NAL 1 . -.�•-----T-- (SEE EUEVA1010 N I (sm rizlvitioli 1' Ban 1 ON SHEET 12) ; _ _ _-1 ON SHIFT 12) --SEPAMipI - 6 1 1 TO CLASS.. 1 L/2 ! / i•.. f; O Co.# ! LO • I! 1 I eaVr OBvr Ce I a i m L /7 - f ( • •_ 1/4: TAPCON ! ,/4Y TAPCw� ANCHOR a 9. O.C. N4CHIDR a 9• D.C. EXISTING, POURED COHM,RM OR N POLNED CONCRETE OR - -CONCRETE BLOCK REQUIRED. KTE BLOCK REQUIRED WAL SCrtF 3 1' SEE SHM 1*WALL '� ym I Willati606FOR 'TO tM00 FRANC OU L1 SM WO MM ANCHOR SNPCOM• ATM MIMM NMMRL NMII2R William W 3 .-- w I 3 3 EDGE aiaApME MIN W M" sctaLAREDUCE AC01 9#nwow—PLl ar uLA3rLYwc spNcsM 9MONN oM SCHMLAE or THE FVJAW M rAcma Aww.09K �VA FAM --__... FOIL list OPOMTM TO BE POKOLL KDUCID 9TOM 09fMM LOW FACTOR SH,EL WT K UM 71UN am MMMA WWAM YAWUED FOR EACH ANCHOR rIK ON TW 9CIMLLL r } Vr - 1/1'e TAPCOII -- -- --�6 wwn ANCHOR a 6. O.C. OR CONCRETE BLOCIt t/ REQUIRED. Y ) Co.* f:G%!r>• 1 1 ill ••T-"" CL0.55..1/t 1 _! �. _.,- i.. � qt -41 00 _ 1 t• ARIL B -._ _ L I, PANEL LENGTH ELEVATION A . 6' PANEL LFNDIM SHEET t2) In I j ONSHM 12) -4EPYIUMSS. 1 q . _i .._ _ _. _ -1 9 TO OCAS. tl I 1 '� ''!./ f/ j �llr� ✓r fir%%) 1 ,J 6• E.D. //ems 1 "A �: 1 Ito -ItoY LED EO 1 / 4 -ZS. ROI YS. OI OIL" EO I 1/�IH -'II L9P Ys coos •u, a0. X '_._I/4Y TAPCON _ 1/4Y TAPCON ANCHOR a 1. O.C. ANCHOR a r O.C- RE EtasONO POUD CONCRETE OR -- OHCRE7E BLOCU REOUI RED. F>oSTRO '-CDNC11EiE POURED CONCRETE OR BLACL REOIRRFa. WALL OYHE�NSCALE WOUQN0 3/11-1' INSTALLATION DETAILS FOR UFE SAFETY PANEL In INTO WOOD STRUCTURES ` - i°oDaRm"uaE" -_ IIi wormA • � t a•� TAPCDII � � � t 4•� rAPExp4 11 •i� -� /t �I - V mob i I O L 1 p tl ' 1 -.r-1 Lad,• EXISI15Q,j 1 1/pa'►-m.T' - - •iN�•� '. k -- -1-- 1' LEN PNNf1 l - p• LENGTH D 1 PANEL LENGTH >r------ 1 12) 112) ` HET ON SHEET 12) Q 1 ON SHEET 12) HEFT II 1 p GLASS. I 1 t _ I Ea I t I� i `\ _ - I� PLAIT _I PLATE IE013RE0 } iREQUIRED f - 1./a1 PAtELW1E PUS _I/ef PANIIAATE PLUS ANCOR O 12 1/2' D.C. ANCHOR a 12 1/2. O.C. I �I e RFA� • uW'W PRu1HHNNtIH pm SCALE 3/8-1- A.TyEv,ENS•i %..'9 44167 MORDA BUILDING CODE Non High Velocity Hurtkorla Zons LlGrffi ' * ; * o7P10 /U0a "� 24 GAGE GALVANIZED BTEEI STOMI PANEL F.P. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. •. STATE OF ;'4y DESIGN PRESSURE RATINGS (p.s.f) AND PANEL 0; FiOR PROTECTION LLC, o IL E C O _ LENGTHS AS PER ELEVATION ON SHEET i2 INC. or� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD iu MN r xw+rr Are 6 a,. � a 3u14 'm-rr MELRERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ANMNNN ( w.r • PR ...: Dq w1_- nvlc fMHlus-.16HF, rNR ppgwP.4m7 20-175 DENSITY OF 0.55 OR HOWL ""r eY-oa67u M. Y.r aYwlo r rr. 96Y/ralemwE/DRE WLER A TRH, Jr- rE • OIIQI 16 M n t ^W W Cn W U L CU ^^ CU O cu Cn O C 0 O W C= C 0 0 _ CU LL _ 0 CU > ._ Cn E O CU 0 /QX . — Cn (n L W �J v, Cu L 0 L C/) no U =3 _0 W iN J Cu �. M w Q Z Z Q J SHEET NO. SH 1.4. otr�r °sAturll>�Drpp,..eL�E.11 .14V h>_s .: ::� IIu.AwY..iWdtYsa..AIW]111MA181riYWl.iiI��IM1®I��,�t�'u� EZ1/18, F.ztw/18 ,�,,� ---- - -- (� sacnow EZI a ALTDUMW4 MW ON PW te) -r Man. I- Hart Hartj : (I)m VOTE 23 �a/® 1/(NOTE 2) IJILH t ' l � -11_ t 11111_� I 1_.F T-T I II a 1• (ENO PANEL) (tNTERIDR PANEL) (IHTERgR PANEL) (INTERIOR PANEL) (Er4p PANEL) MAX. SEE NOTES I, i, a I I I I SEE NOTES 2, 3, 4 - a D' LACK PANEL LE YE �SEC�1 rS . 1APP IGIBIE) T MAX Or JJ_L�JJ_LLJJ111JJ-LZJJ1LL116�L1J111 JJ_LL JJII�LJJ_L1JJ1.. l .- ) -. T M. a SR NOTE 4 3` M. �. SEE 1' Ilan NOTE 1 `./W/® AMCEORS. NOTE ! -- -(SEE SECTION E21 a ACERNATIK E21W ON SWEET 18) - - - - -- -- EZt/te, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) ft. GAP SECTION A-ArErrrrN,,,,4( SCALE. 3/32--1- _.t'' LEA -A: r141'•/MT fir. ENGINEERING ENGINEERING EXPRICBE PRODUCT EVALUATION REPORT September15.2020 AppliabonNumber. jj889.1-1i2 EX Proad Number 20-31543 Product Marlfedurair AO AmWican Shatters and Glass ManubatuperAddress1540 Dome Road Want Pain Beach. FL 33400 Produel Mena B ONPORM ca- 241• GaNaNzed Sled Storm Panels Loge Missile inpad Resistant Scope of Evaluation: This Product EvWmWo i R"vd la beg leaved in a7ooaterua with on m** nrnla of the Florida Depamnrrt of Blrtesea erg) Professional Regulation ftrlm BWtrg ConVFAMM) fOde Chapter 62G20-3.005, F.A.C., for st7LNwlre accrytance pen Me91ad 100. The PForlud NOIed above has bean Festal iNW4or evstuated so waywa tted heroin tochow CWV"Mnos WNh tho Fkm BU§dbg Cods Savamh Edition (2020) end in. far the purpose bdewded, at W W s itMaled to that tegllred by the Clxle. RasvaWuNon of this product stied be remAred foNuw4Fg PerrnaN RUN ida SUM*g Coda "x)McEMM or nEVERidr. SuesstanWBng Data: EX draNing M31543 Mind'24gs GeMaszed Steal Storm Parwas (M/HZ B Nw4NVHZ)-, sheer 1-5, prepared by ETgareft Express, signed 3 sealed by Frw* Sennardo. P.E. is an integral pert of this Dula"" Report. Ulikrm stalk srYotoral prbrnrnm has been tested inaccadanc�a with TAS 202 rat srndads per ISM tapod(s) MT.ASG-17 001 by 8teclosata Testing, Inc, LOW I irUs impact raskiald aNd cyck loading pecan enc a has helm Irtad in accordance wide TAS 201 and TAS 203 tW slaNdteds pis 1W report(s) WT-ASC 17.ODI by BladnVslat testing. Im. SruMW On*saft Nalck"M have been prepared FFtlidt ewaerla 1ho product based on ccmperstiw and/or mknid Wealpste toqualy ttr toNowrg efaalpl eYNerr. 1. Maximum Atiawable Spans 2. 1'lbdTNNn Atoweb)e Spans 3. iNnlawm Girl Separation 4, Anchor SpeKig 160 SW 12" AVERVE SUITE 106, Des NPIEt6 NEACM, FLORIDA 33442 (9S4) 354.0660 1 (066) 396-9992 TEAM pENGINfFRINGEx PRESS . CON ENGINSEAI HOE Ron ass, COAT H -wY1! - YrRCrrRC ,1,Y,Y1l-am-+MT'zi .rag) _ 77T� iL ra-n sl 3 ,•A >IL .ors_ c:P +3s 1' O ••]tarpF to as �6'TAC C`^Kr• �M]t-',Y Y p♦t' ,nit a�,a-'tT 01 cmx...a •+•.- to aAu A. x ti a4•T n V I 'Y IAN;CBNraJ W, ••t],Ira y a 9 rmw T Mf VMLL fel,ll'i3TIIR V X., /l.rr�cr +.rnu Is LASi PANEL© TO 13E INSTALLED AT EACH OPENING SHALL. ALWAYS BE PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. 1141'ES (. E-Z HANG STORM PANEL SYSTEM CONSISTING Of PAN L + COnI. TRACKS TOP •BOTTOM. (2), END PANELS SNAIL ALW/QS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (8J sFULL BE PROVIDED AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED to BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'f-20x3/4' M.S. W/ 1/8"ex3/32' YPNG NUT OR 1/4'ex3/4' Min THUMBSCREW INTO TAPPED BOTTOM I ' TRACK LOCATION OF FASTENERS NAY BE AT EITHER OF TWO II EXTERIOR FIAT FLANGES Of END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 0 a. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 tn.p.h. CODE (Non WGh Yekcftr Nu"Icane ENGINEERING Page 2 of 2 All Amman Shuuen and Glass - 24ga Galvanized Steel Storm Panels too 33% inpare In atawade ab, has been used In the design d dws product. 6eparaaon from Blazing is not required for )neWhOons oulaide of wind zone 4 and assentNN tecil aw. Impact Resistance: Large impact Re aster" has been dsmonalrs ed OR eVidenced In previously Isted test reprnl(s), and is eeeounled for M the ergineenng desgp Of this product Wind Load Resistance This product has been designed tot ,I- wind loads r indicated in the span schedulwis) On the respective Product Evakugon Doeurned 0.9. enginvetng drewig). IflatallafiOfE This prodd lira be instated in er(d compland with (la nespecMiaa re Product EVYNarl Doaanent (t e loom erg 11r/Walg), aIOrIQ withal components notedehersla. Product Garrgorwits slrN be of the rtrtetW sped{ed In that product's respecove Product Evaluaaor, Doanrnt D.e. engineering drawing). Ltmitedons 4L Conditions of Use: Use of the product shah be In strict accordance wilt the respective Product Evaluation Document O.*. enpineetfn0 draft) as rioted her'ain AO sugxx*V halt structures shot be designed to tastes at styedmposed bade and "be of a Irueterial Ord in this product's respedlFe anchor schedule. Most structure core WANT which are Not accounted for In ft product's respective anchor MCI ule shah be designed lot on a site•spedAc basis by a reglalared protesoionoi eNI(jneM. All Oorlpanerhla which are pert warm" installed %MsI be protected sgaart corrosion. wdanira*m. and other such rf n at eN INnex. This product has been designed tot Use WWII and outside tie High Velocity Hurricane Zone OM4Z). RespactfwlY. 4� .P11DrM! . Frank Berward0. PE ENo1NEE:Rvw EWREW 613E0046.1491 CM Auth 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4)354-0660 1(866) 396.9999 TEAK eENGi:%w RIRGExPRESS. CON E MCIM 99 INGINP1EfS.COM IPr = R z-r LLI=,1 T - iN , ;..az c42w xrt "dwlnV- H � �,Sr ca / • 5, Tt. , CCLJPWMo INR F 3IM2OR wa ,_4rr as v La, A: rT: L•p-R l ..L rqf I � SH �. ;nH f •Y' 1 ;-sEE- a i aSr An ~-� , rlJltf✓ 11 aL VIAiL-.DM:s f�j� i2112 i Aa c _ nos r-T.r n re•--. v- ts4.3u7k,1ra 20-31543 r- _+ uCFWNPLTaMOT,4MT4a91E LIRA J r' Nw Ml,IIN,6aa•,• T.�w. INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL C17 STRUCTURES 11 ��51 PWNIIRO WNCiRTE /� �-`y.� ' ON CONCRETE BLOCK A14L TOM \_,. - I MACHN a 12. D.C. I 514, TAPONs 1qT' NIX HEAD TBI ANCHOR • 1Y O.C. •• �4• FROM �tllr WOOD RE.q,ADED t' ,, / i 7 I .. -' SM1' NEx IIFi10 TEK FROM _ EDCE OF �If I '� EpCE OF lye E. r9 tf/54•�plmrlWr��Apja' M41 ( 2• of OIL as IRE pwp 1 1/2' A-SEPAM7Nr ( 1 g E%ISflp_N TO CLASS. 'IM E SEPANMTMM _. TO GLOSS. { T6'P ' Y POP del 1 _O RIVET E O RM1FT s4. sEue • E __ 1 wK. 1Ht-�,. I e P . _ _... _i PANS. LFNGn/ • f i _ i -- MAX - ___ .. _ _.._._... _ _-. _L PANEL I. a MEOIrS 1- K-, _- - - __T-- _Q 4- O i TO GLASS. I - 1-SE9AAA110N K TO GLASS. . -1/4 a 20x2 stir a _S 4's-IoxY or i 1 / 1 t9• 4L. �i - TAPCON HOR ✓ ,I v ..J4'0 i Ir D.C. T 1/4'A TAPEAN �' POUF ANCHOR • 12 D C Oft ) WLAi e000 1 J CONCRETE BLOCK (1 11fOUAlfO 1 �- _ �1y����I �LA�Ny�1NME����yy�/ REOUMtED. WALL 0I_IIt�I]f1�3 .>aO�ImL SCALE 3/8-n' AL' w SCALE 3/8-1- 4„N1MiNgN ' MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAX. A.&D. DESIGN SHALL SE 2-6' * $ *PRESSt1L _Fi FLORIDA •IXN` IIUMA Fc 24 BUILDING CODE n Nth VelocityMurr(can* GAGE CALYMNZED STEEL STORY PA1KLFIP Iona E RATING 4/- 40.0 p.s.f. AND 8'-0- MA% LENGTH.I g(j(1tjr�T(PANEL IN E C O Ewe. MTECWN P •�•2. Sa��-7 !, siiunMEMBERS FOt NEW WOOD FRAME CONSTRUCTION: WOODEeioSl TO BE SOUTHERN P114E No 2, W/ SPECIFIC ,� r... , IaO:*_,mI . w : Gwl m-•N, MYa. R Prat& Sfskrm 20-175 DENSITY OF 0.55 OR EQUAL. NNSIeAtTMNJDAR 4r• rr ,a„Pr re4 wr[�A Pt 41Rn ALL AMERICAN SHUTTERS AND CLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP, TO PANELSPAN) TOP MOUNT (CON TYP.R� TYPE AS RE@'D) CFr77rW51 a� rx � 30rTOM Mouxr L t 391' MAYBE ATT �.,/* 0.: t-l"N TYPICAL VERTICAL MOUN00 ELEVATION N.T.L;, ELEVATTON TOP MOUNTLIT) ir(YYM TV PF� REQ O)WCTION T m IAS. 1E I� BOTTOM OUNT 1LONN TYPI REITD) �86 RUCTIO (LOCATION N TOP MOUNT (EDSNN TYPE AS Rc9'D) BOTTOM MOUNT(CONN-/ (SRN SfAOW TYPE A5 R1z)'rl) OBSTRUCTION) PANEtAWN BENOTCHEDAS REQU1JiE0, WLCRiILJEf77HAT CONNECTIONS AND OMQMALW'-2D k1ERED ANCHORS, ARE 1lSED WHICHSATISFY WINGPATDS fA$h'ENEDB SPANS ABOVE6 BELOW 086iRlICTION, OV®LUP5.9 FIlFENED TUGE APPROPRIATESPANTABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS N.TS, EIEVATWO ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GAUGE PANELS MMMtLMS StORM PANEL SEPARATION FROM O% (HVTQ.WIND ZONE A a ESSENTuO FAOIE) MAKIMIIM VISION I ALLOWABLE PRESSURE ' SPAT/ /I1MAI (Psi) 1 t INST F R EATfM ALU OVEGR S HMAM 30-AB ABOVE I 30' LIMN 3R ABOVE GMOE IMAM ABOVE GMOE IUUX 1 a 30 13pA In aa. N, 216 rn +Y35 1�.O In b,06M ' 1161n__ r.._ •l40-- _ _.130.O 1n 4.Ps b, -' ..._ 2.1611,; "/A$ Lwo 6.06m 2161n •h50 L30AM 6.061n . ss / 1066M bqn 1.35N >WAly bLntuULt IVU 1 t_5: 1. ENTER SPAN SCHEDULES YRTH NEGATIVE DESIGN LOAD a PANEL FASYVOR SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM DANK SPAN. SCIEDIt.E l5 ACCEPTABLE FOR USE WITH AN OR NEGATEPOSITIVE LOADS LE99 D$ EQUAL TO N22. 'PA DESIGN LOADS. N. 'PA FASTENERS" ARE STUDS USED IN CONIUNCTIWE WITH ALL MOUNTING EXTRUSIONS ('F•-TRACK, STVDDED ANGLE, ETC.), USE 6,25' OC, PANEL FASTENR SPACING TABLE VALUES FOR ALUM"• AND-W-HEADERS (INCLUOING BUILD OUT CONDITIONS), 7. LINEAR INTERPOLATIONBETWEEN S ACCEPTABLE- OTHERWISE USE NEXT HIGHER LOAD . GLASS SEPARATION NOTES: 1. ENTER SPAN SC11MUX WrrH POSMW QE53GN LOAD TO DEr"INE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEOWLE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS US ACCHtAGUE OTHERWISE USE NEXT HIGHER LOAD. 3. FDA INSTALLATIONS OUTSIDE OF THE HVHZ MID OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE IS MDT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. 1 kY VARY) ' �` �u01. `"yt-• MAXIMUM ALLOWABLE " F1 DESIGN PRESSURES O SH AS NOTED IN DESIGN spa �L3Lesp DESIGN NOTEEpS ^' POS AND ME FOR, W5TH MIS GHALL BEDETERMINEDARID f ism In BE T)1I55'YSTE SS�EEPyyA�RAA(�FEry BNC'.iN NG IN ACCOQRUDANCE WITH THE APER DEENGCCODAES.SHALL q tTWE Iw9pETE DA BU BE Gq €�QQtkALTO7}{E PQSITIyE OR NEGATN€ DESIGN PRFSSIIRe CAPAC[T`r VALUES LISTED HEREIN FOR ANY ASSEM6LY AS SMCA1rN. m GENERAL NOTES; TMb SPECIFICATION NAS BEEN DES1IGG1Ny1�� AND SMALL BE FABAICKrID IN PLORWANUILMMCk atW ( did ECCDRDIWCE IYEn(THE g1tEEppV1REMFNi90PTHE E AYFIreN fpTT1OM fZ0iDD FORIt",Elmme ANDOMIr1E OF THE HVHZ DER, ( w�Q fA6291.2O2.AMD 03 T PROTOC'OIS. CONTA)KTdt FHMLIaVE5 OM CONFOI17I4i TO ALL Ip{AL eUItDIN6 CODE ANENOIENTa W MFCH MAY =U1D Y. D6ga CCRM11T[N7A aMIND AS STATED H[RQN MAY REQVR1 131tIMFBUNG. (/S M20"70NALSTT&9PEC3FIC 6E1KE0 t No'."... IN CREASE INRLLOYIAYLE GTRESSNAS KEEN USEDIN TN6 IE6RRN OF THIS SY$TEN 1. THE ARCMT7ECT/ENDIMEER OF RECORD FOR THE MC7ECi PRMBTRUCTURE WITH WHD[N THEE EES5NNEtN IS U,SFOBNA1L OC RC6►aNfhitL T)R THE 3NTBORTTY Of ALL SOPPtMTlpDG &URtACES TO THI6 DESIGN WHICH 0 -al JI,ILL COE3M91MATE0BYTMEPEANITTINGCCNTRACTOR t. SEPARAT 'SnS-LP[Cu7C 9 CN@h[[RIN65HALL RCR A2D DI x1DRT0 DMNTE FDLON LOAD& D! CTIOrJOR.SPANS EY7 [0 Q IRCj ,BIEIN.CDNT SENGTN Flrt ALii'IWA SPAN reI U NS AS NAY sliteQUIRt p. T THE'SYN"V.AILCDH arm 6G!`rm.110 O06 NOTPRENT ,q NFORNATION pall A SPCC7F7C Sn'E. FOR 6IT[ COMDIT[fIN6 OUTMiT FROM RIE CaaND1TTONS OaTMLEO HEREIN. A LICENSED ENDlNEER OR M1w4"TtRED W T9Ep < a AtaT1ITKiSH ALL, PR99ARF ATE SPECIF3C DOCUMENTS FOR VISE IA AIUN[iON YmM THIS OOCUMCI4T i. DfSiGN PR66aUR6 NOTED HfiR19N ARE 9ASED ONMRXIMUM TtSTED 5C A 'RRSUREi DTVItl6O aY A 1.{ SApETY fACTOA, O pE }L P1.OA dR[pT18L SAE�LAD311N1E95 NOTEDRWISLLtif ,ALL FSTONA CADMTUM•ttATERWE ONIOR1AL ANDSHJIL'COMlIY TTH '"SPECiAMN,5RALUNNeELTYON138Y THE ALUH NUN Aa9AttON, ANRAIA 6TAE AND/OR COCAS CODES.LS M.MALL SNALLHa14taNI STttL CONFORM TO RSTM A633 SFRUCTUNALQtIRI1TY >'r124 00aALVPM12E0 CORTING WITH A N]NINNM Wa1 K6L 0, ALL ALUrBNUN'EKTRUEION6 SHALL aE60fi}T6 LUMiMUM MAO/, lNL1S5 NOfEO'OTNFRVYleE 'C FfD(0 HERETO VA[IOATE6 9TRIICTURAL DESIGN AS NIS SPECTFICATK7N NY WRITAACTOR, OL PL IIARMII'SS TINS ENO MISFOR ALLCOSTf DAMALSRS 6 APPe"TE FEE& RES41LTI NG F1ON rMT811AL FRO ON, L CONSTRUCTION. PRACTICES aEVOHD THAT 9Y LOCAL STAR, A,MoERN. CODISt 6 FIIOM �LV PRONlXO HBietl ND AOOIOONAL PYUTATLPNs ARE 1xTERCm NS, DR oTlrm MA0.1aff3 TO This oOEUMwIT N0 MVld3MT! THIS t]MT]FICATION PBIMAN BriLY IAaREDWITH,A PBNDMIM OF (1) LABEL ONIDA PRODUCr APPRDVALNUMBER 2a-31543 VISIT ECALC.10131643 ¢l� n:R9-'J fit; CCiItiT C'.1 -� AKIY �I41R• .A kKN F+IAII-4=Y �i raj PAAALVr,aINLTJIW,Fa•PIR•4,Nwlc>9 �ILIIf MINIMUM ALLOWABLE SPAN SCHEDULE i.i,.'::_J[ifJE�IErABE.1i�.7iEiliSiEi7�EE.t�E;Ji - T .Git7E3©ID..Glm©(0 ©1i0G7F�E1i_ iIIL'sl8ii(iF176i%�© ®�it£� �i1l.�tl7Ji®Ot1=iB�tifaE3 �r�°3 i?;iE9m�7�E-7�JCiET37�F.� � ��Tc•E-- -- -Eivi'i�E7-E.,i--(®- • i t il"i3iit('i�ii C70t1-..1'iF.ILi(ECi(DIDE3 MENdii80E3"""*Zama. . . " �iZT "S F%iE?�Eii�Ott F�7� EG. C7 t£i7 ' " E�^,v�*T'^^.i]F �7E:SifiQli�J�SIIiIE:lE�FJm7� �� IDi�t�,ziE:7f. zi[�i�t1�E,28EcN7E3� [dOmON3 Ar is p4OR ODrrOM.iAYRI W14TrS LESS ,MIN nr05t NOT[D DINiABtt �tDKstt *A]r ACrartu 4 i sip SHAPAlION IRPI, 9Wkse tea MLOYNMU WHEN PANEL tlMLTH 15 rMfATFA TWIN Tn41 MOIgA Wp ersrernvF NG CONNMAnON cove. MpIMn 1 AOt L NL fN1t000T MOtwT1 IN TARt AWVC WMERl3,Oetlt MKBYtI6%T UFlo RfftWV'00N11%G. 4ARPIRON OAF1 tI'a0rA11w ' . e M Rat Anus ro eDTN 2 AF w2Tr,arr sRTT 4oLTs AND r-aib a eD,M w3TA r.NO 1aP MITPI I , 244) PASTtNNS S. •ANF19 W SMN b' M1NlP4ANII i DPOrRDNN pA GDSUPSS PwI 9115%ID APERMANY 110NnIV6 CN0 .001pI. ik a-44 r1 OPTIONAL INTERIOR FASTENING DETAIL 1 N,T.S, a: 20. I.SS. SiY 40,10• u :NEAPSS .TMMII DIN Mr sia wAsra„n [D wlNSNvtur Ia�aE YKE macWtw sm. _w! W45HPAED W[ftow7'A I2w a.- LCONUKS,p so�SKEH, NJ IAWLT E PSSTIMG CONO,Er! SPACING OF NNi 1ME IIQLOW ROCx pA VµU[ QV[N IN ANCN Y1WDf,1IY,ND 5Oat rAse, aEA W IMrft,A ro f9F[56 elt M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 4 SP EOBNSI9 �alB., Y �< 2.250" O,P9a, COW' 21 )' r 0.17A p,�p1 � 0.094" T-"1I^ 2 A94' Ox750" V 0 125" O 0.12al ,DW �' $1 STYP $ rig �T 1.93W 1:930" r'0.067. Abu ,311"j 11s �I A3D" -I2.00w (- -I 2DD3' L rvP haws 1,3t10" ��2"1!�AFa ANCE ZPAN CLOSURE �k 3.360" MAX. 31 0.313' 0, L aDS$ 1.5L L56t)`I---i1.5b0" llII510 II' 0,365r s' 0.376-r-04s1 �42.500" PANEL COVERAGE + tL,I 0 li9 035D" 1.001• .. � I p 7 >t ` 14.B75" PANEL LEN P5 1 K4 Ip�F>• :T L� 0.545• 0 5 4" 0.250°OA50' 4 �1A CA PAIaL f m V r T le .15D" . i x:r DIRKTIPN 'a �Dl TI r =a NAr r D 0� 275• , a15� 0.oss^ 0.70 •' .Tp9' 2pww. R0TYP .19S ' Lp a1LD-OUY'r TRACK �"P TNA01 a •F. R' D.090" MM MOT OA57' ice- l! b EG _ _ d A r•r. aA. :..Lrtvl JI••-3.000" 0.125 a] TypRe/BUTED. i g i xr?En ,isrhv:w �.t. ANOIE - OMCIO tEY1ENDFDt � � 4 �' }Tlili WI rIF-'Mx 1.000" ?Y:.YYLIw 46[aAGT<➢ I ` _r 'Yl[7 kl 'I, IP1W All to OVERLAP 1 p.Tf^.0 4"MAK, /"\COIWER CL0911NE DFIML ]- ,25"MAX. r V MAXw3 Is-ur .:mr;Aerk ' �,25"14AW LY.i°Y YJ't .i. 'i�Ci PnnN.0 �_ FL, sdl�frT' 7T9.ni TiY" - OUT ki HG'k r'%_ ,r BUILD +;, a--.R sr-tnr xl^ 4 n_VNO If-IF,0 LAN DISTANCE a, v d -a fvrrl` 1.Ow Q. vu1 Lip In"uc AS"L O lu rtn O•w `" EP41ED iDOVE�v I:.tv� wWL 3.82D'i4,-+'sr+ _r .•:,tA ,:'x Fate:. '1 r�.4) MAX, -EI S "�" MAN :� N.TISMI Np,N , SIN 1.5)(F F MIN dd £ I30p' l,.".r' 2 / 4A t•A��t t'a ! 7 rho; Ms. O 4' MAX, '1 MIN - AOM L."u 3 u L1 x x4i r'crna .srAra- >a r-tila7al tt>TA c-r . :"d.•dl �COENEA CIOMR,EOHMI BIND n NN.SMWNr CL.aSURE OETAH m C.r.:V A..s ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANE. FASTENERS A ITS' O.C. 2.5" EDGE DISTAIfCF 1 '"•^� AMR, Demn wffiUP TO W-01 VMVP TO r-r U TO - 1�1Y Tlf! cam 7YIf kTDYY 1Y►a ] P =an PRlWQ N TwPa c a ce c1 1 D7 tt c4 c3 c a u a Sp 1: CNOm NI' to 12.5" 1b.0 u.7^-9.9" 125 Sa O'10. 26:6 " 12 .4" 180 A]' ai D EWuruulrlKal 11 if 13. 16.0" ]L.ff' a0' SLs 18 0" &2 5. 4 12 S fi D' S5' 115 SB r SDI" ae"- 22.E M a" 9 L S4" I2 s' 160 61 S.4" M_�,•� 2 12-r VLV 9.3" B 3' 1 4 18 0" 9 L 5.a' 1L7 0 1 ..0' a S. 4' 1 S' L Ifi.O' " a.l 9. 1 S 2 3 fiA" ai 5.4" 1 5' 2 6.D' fi ' 1 3 6.4 E 4 I A Nnit r I 1 )O 11.5' ISO' law' S if O' S 3 .0" i5A' 1S P" 1 4 2 G D" 13. 7' HEWAITULTNACOH 41 1. I 4e 1 15.A" 3bA' 9 6.e' 1 9 2 1 0.0' A - 9,6 12.5 ]a_a' 149' ]1 i lr 12 5 Ye.D' i1 9 9.3' 321 le-0 1 A'• 1 HY 52 1-2 lit. ' 33B' 11. 12 ]off' III AA' t3 5 la.D' 3 9' 8: 12 SL.S' 26,0" Y19" sib^ 12.5 160' 1.1.0' AS I8 S 16, D' 11.E' P 3" 666 'wiI a'4r I° rNNrD 33 PD/INTss6uD aEr 4; 12.1. YS 1 ] r e.r a E ' C 1 21 Sll6"13. 13.4" 42%11 94.01154.011.9'� 11.7' Iff4wl 1,4.6'• 131 Alt 17.6 11.5" 16.0Ib6'333' 12 51, 16 a, 12J 106" 12.5 16.012.5` 10.6" 48 �[ q.Te'i� 12 12. ]aA' 1444 3 V 1z3 14,0" ILV. I",. ua^ le.D" 121 Saw" 1L S' 16'• LS 10 i:' Etl" 1L5" 6" t0 0 1 IPSdI.'�, 12 17a wI' H4NPN n 12. SIL' 1&0 Se 12 S lAA ` SaO 14.2' 123' Ital 1 0 12.6' fFWNI IAtlflNAlr 4 1 N4T -x-a� 4e iLS' Se,O Sao 1a C' 12 3 SB O' SS. r 114" 1 3" 2. 0 ] 1 Y 2'J" SDC Ia0' ]A1" 113 1A 0' 15.5. u 2" 12 e" 2 D 333' 6 It ¢" X 52 iLS' 16,0 160 lea' 134 160" 3S5 11,Y' 12.5" 16.0" 1 16,01,3sy'11L 1 E 38." b"1' 1 $" 16.01 72 6 2.5. EME DISTANCE WIG- 111)a"DIOCD 33 6.25' 10.3' 6. 5' 711` x WNnu—. 41 '29' a w 6 85' 1.1 ,yt ,74'IMN t, 13 12. is ' s.s a7 ff9' 1I.r aa6 fOb IANMI 11 FAMDN 41 n!r, 13.7" Q23' 9.1" 44!• 4A" 49 ,Y 52 a29' Sam, atte6Y5" A3" b.2S" AY' L1 72 25' SLY D II, 1-0Q rNNhN 33 12.5' 16W 7.-1- 73"- SZ.3' 13W SY' iA" a.24" 12 D' 4..61 4.5' u Res a3: TAPCON 41 1 4" L i 8 0 5A" 2s S.b. 84 III,*" 4A" Y b. 2 10 7" ' 4. 4.]. 0 1LS" 13.3 Si' SA' BIS l(L". 4 ! ` 41r -a21 10 T' q 1' 4 C' s4e FI-�6raYYlYk, b2 72 G 5" G2V' 12,3 L .f" aR5 0.7 41" ' 6. 5' 10.7" 41 ,0" L3" 41" 40' 6,25 6. S .7" 4.1 4.0, 10. • 4.1" 4A' D IW 17(R•rF,614 33 12.5' f00 141"113".'233", ia0" 97" T-A" z" SR.B" 7" 0" s AIL rOMTLSatio SET 41 12.5" 0,0" ] ' Al" 12.5" 78 fl' 7 e' 119" 115•' 100" 7.6' 613' 4e SIR 52 12.5' 116W A7 7.8" 126 Sb P' 77' 6.2" 125' 16.0" 7.7" 6;2' 12,5" 2B0' B9" 7.2" 12.311 7,76x. taw 7.7 62" Ulf l� )Z ]l5' ]Etl" )]" a2" 123 14r.0" T7" L9 S' 1e.0" 14" 6.2" l V7 MOW 13 12.5' 10.0'• 6.4' 1,9' 623 ]1.1" q 4" C111 6.23" 1 a" 4.0 • 11" $419,3" 38' 3" Gas• 9.2 36" 3.3- uFWAII NINPI NAIr 41 48 6. 11.5' 0.4" 4.1' b25' 2" 15" 3: 26` 92 35" 3.3' IP.3" 4.1' a,8' a.25- 9.2" }s" 3. 61 9, 2' 3.5^ S.3 Sit6.25' 33" 1'-- R2" ANCHOR NR,e®ON a[ yEr x 1 sill 1, rlPRO es Ir m A Y l0 �w a � a c4 in c4 DRAW TTPR n O vTlaRT^, N6aLaxFEwM4@ 41 pp � 4B U� 52 TZ 12.5'a3 60' 160' 70.9'12 S b 160' ' 6uM 1 6au. 0 " uS 36N1eD" aau 530n' 1sr61"2Si " 12 r 1 O 140' 7.5• 12 S' 1.60' L4 6A- 7 1f S 16,0` 1 ,7' 6.0" 4 125' t1 S' 16.a 1& " P 1e 0' 1M" 69' ]25 i60" 14 6 7 A 7 e. 0" 125 1 S 2 Intl 14 ]" SO' e. 34 T' e " 1 FP 0 e p k11A i CNOR,v2' 93 W00A acRew al 48 32 72 L2 S 15 Sb0" 10.7 12 S 160" 121' 2. " 0 3I S 3b. "SO.B" 6.2 125" 36.0 SA,S^ 81' 12s.160" 8 7 S.S. 385 .' 16 ' 97" SIV A l25" L3.5' LY 5" 16A ILO 30 h SL1" 1&0 95" 7,0" I25 0.4' 12 5 S.b" d 9 1 160" 6:P^. 0" 8 A 9 ' 3 ' as,, 5.6" 9 6" 6" 125 12 9" i2 S 56' ]&0 9 f0.0' AQ• e .0" 6" 16 A 5.6" F v4 1 -14'OI BCD, 1 / 93 TAP CRa.*CfK' 41 �y 40 T itrlWe�► S2 72 l :5 LL. " I ,0 16.0" 13.8" 12 125' 16.0" 16A" 1 9.2" 2:5' ]?.S' ] 0" 3A. • D" 9.21- LL5' Lm,, 12.5' 6. ILA" ma, lar 36.fY 91" 3,2.5., 12 12.3" Ab '. 1aIT' qtL' 9:1" e:l" 12 5 72 S' 125' A7 III, l6.0" 9.2" Se.D''Ai'' 3"I 83 All ttMl. Y 41 P HPK7D LY00D if9SRMI as �[ y, Si 72 L 2.. 8 16.0 6 3 11,e" Sa° 45• l2. utty, 0 9.9 12.5 M.91 1 Al5 V A` a.25 'ILr, A 7' 4.0" 62S` 12.a 4.7 4A" L2 5' i4,2 33 4.7' 62C 12 3" ♦ 7" •!- f 83" 12.9' 4.T 4.P" 6M' 12.3" 41" AO" 629' 323" 4 " 4-O" p2T 12J' 4,J' 4.0' ANCHOR NOTES: 1 ANC-40R SWEDULE APPLIES TO ALL PRODUCTS MRT19ED HEREIN, BUTONLY PROVIDES MWMM ALLONABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SRMS AND PRESSURES INDICATED IN SP/d9 SCHEDULE SWILL APPLY, 2 ENTERAN SC(EDULF BASEDON PANEL FASTENER SPACING 1i10R F , THE LTO NEG STRUCTURE IA4TEAlAL, B ANCHOR TYPE. SELECr DBSIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE GESFGN LA40 ON StltlTTER ANO SELECT SPAN G1IEATER THAN OR EQUALTO SHUTTER SPAM.SS.ECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHE 2 ONOFOD EC'11 ET PoRII7ENFIfICAn NW L3N TYPE . 3 3. "PAPE NETLY. ARE DS USED IN UNCTION Poll L 1TU110 M COW WITH NG74 EXTRUSIONSVALUESF ALL ("F"-TRACx, STUDDED ANGIF, ETt) USE fi.23"O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL 111-4140'U'-HEADERS (I NO BUTLDOIIt CONOMaNs) 4 ANCFg0.S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACI.IRERS'REMPIN'ENDATIONS. 5, HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 Wgm fi. MINIMUM ROOM" SHALL BE AS NOTED IN ANCHOR SWEDULE. 7 MMMUH E 18JEDMENT AND EDGE DISTANCE EXCLUDES STUCOO, FORM, BR1CO" AND EITHER WALL. FINISHES WALL FINISHES SHALL BE LIMITED TO if t" MAX 'OR.SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRAN5PEFL LOADS TO HX $RIr.TURE. B, CONCRETE ANOHpFS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9WHERE EXISTri4G 5T12UCTURE 16 WOOD FRAMINGr E3T5TING CONDITIONS MAY VARY, RELD Vi5UI`YTHAT FASTENERS. €]NTOA ATE d/OOD fRAMING MEMBEBRS TO PLYWOOD IS ACCEPTABLE ONLY FOR SmE CLOSURE PIECES, `NOT PLYWOOD. FASTENING 10. WHERE ANCHORS` FASTEN TO NARROW FACE OF STUD FRAPBFIG, FAST1'.PE:R SMALL. HE LOCATED IN CENTER OF NOMINAL 2" X 4. 1 MIN. ) WOOD STU D ('>a' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOODSTUDSH6LLBE "SOUTHERN W E`G-O.SS OR GREATER DENSITY, LAG SCREW SHALL HAVE TH OU IPS PAN HEAD OR HEX HEAD, It REMOVABLE ANCHORS ARE DEWALT PANELIMTE, ALL -POINTS SOLID -SET a BRASS BUSHING L2- MACHENESCIRfWS SHALL HAVE I(2'MINIMUM ENGAGEIMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HFAq., CR WAi ER HEAD {SFDEWALK BM-) U-N.O. 13, MINIMUM EMEND 1ENT AND EDGE DISTANCE EXCLUDER STUCCO OROTHE11 WALL FINISHES. 34, OEDIGNATES ANCHOR CONDITIONS WHICH ARE HOT ACCEPTABLE USES. L5. 1(c DIRECT MOUNTING (:DNDITION5. LE. LINEAR INTERPCLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SQ,EDULE5 LISTED ON THIS SHEET all �P s N N j (D U CD OL O O N C Q- ca - .� U C O O O O W O LL CU 0 y CD �•"�''�� .i..i `-0^ v C n ' W C C/^J I co O L^ U no O ca LU Q Z Z Q J d SHEET NO. SH 1.5 5