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HomeMy WebLinkAbout36362 Flats StABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U, Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GA or G.F.I. Ground Fault Interrupter SC Solid Core 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W, Shear Wall COMP or Comp. Compressor K/WALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v, Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M. 1% 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1791�Ai B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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 e documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to ' the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. M C"i C%j C o _ CN _ Q yra®� .. E �i' 6Ti sa UJJ``�� .� P� N " �4.... !.art CO � o M N O N O �®4®cttaf3r_;e No 37::0" �r 0: :CC T" E OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a (] V m N rJ I p 04 �CY''0 W r) 0 = Lo Cn , "L a LL W LLJ ' M a �mv w d a OLLLL o_gZ V 0o 0 Z_ v o d W L +! O 7.coN(O C/) ¢ z Z 00 w Cl) Z ¢ o= Z N OU ❑�❑ Z W M C' N ch O 0 Z N 0 z o � � < J a. U.) - N M � a W � a-1 O N �V) ry � � I- u3 LU 8 i c D � Q N �� r_ o f� M J ZO s� Z Z Z Q � I.L E E o z�a �� uj w� Zo z ® o FW— rti � o ? E (D I`0 < z < o � Z Z /qJ to C M J W U m m o0 Z ¢w WZ >� T a m W w N W ~~ °. �3 o m Jo w' ;o ar � z =o 0 = LO rn 12 Q M N M Y a + ,_ U m CN m r� ;y U) LO Q O N I O � U_ N Q LO (� LO rQ d r (0 E c M Z m Z E O rn v, � C a E .. U � N a o � JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. C S KM v C to C, Q a J L CD 0 N rn Cr v C 0 0 co co I M") v 19 H N 0 i CL r w E `v i 0 v U J R N N L 0 0 d N N 1c p W 0 m 0 cn f 1.51, H.B. A S3 35-SH 16'-3" Z -- -- NW b NLU �30 41 141� ILEI -311 7 4'-0" CAFE -- - -- FAMILY ROOM VAULT. CLG. VAULT. CLG. CARPET CARPET Cl� I&I rlr" PATIO r "' 1 \ v ihIr • W.H. O � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - uj 2:12 SLOPE -- A, -0" FLAT CL . -� `D j TILE I 9'-01, 3'-8" 2'-8" 4'-3" 6-10" T-7" OPT. D •PT. 5'-0" 1-5s G DR ER VENT - -- S3 TH U ROOF = H1--- rl 00 ;I II - - �-I �--INKU _w-_J--_- -F:t ------ 00 w (4) 2x4 #2 SYP 10 a iD.W. STUDS W/ USP L ae a _ HTT4@ BASE L91 2+DISN G _ --_ N -- --- -- - r y - OWNER'S I K ITCHEEd F F - i SUITE -�W-4V FLAT-PLG-.- , -- 8'-0" FLAT CLG. I w PANTRYN �' TILE (RANGE �0 CARPET ��TCTl[ LG. =W 30 TYP @ 1 r - --- - ------ STORY I 5-SH O O _ --- - -- - --- A S3 60" X 36", R&S SHOWER --------------- _ CNN FIBERGLASS _=N 8' 3'-8a' SURROUND "' M W 4068 B.F. A w 5f-31 'rS LO N S CV O 1 Z'4' 2--- - 1 V-4" 7\ 2668 i - - - - - -R&S---- 2668 0. 61Ai�il_ .... --I- 8'-0" IFIL C G. a W.I.C. Ti TB� _ 00 8-CARPETLG IAV- BEDROOM 2 -- -r---� d 8'-0" FLAT CLG. CARPET - - - - - - - - - - - - 4-SH R&S--- --- T-----..__- EGRESS 25-S-SOH -1 FIBERGLASS SURROUND 4'-8" A, I (�B: )1 3068 1 -M ; iH T$ I I I 0"FrLAT-CL TILE cc i N r- HALL 9'-4" FLAT CLG. ,,, CARPET NEI% T-10" I ENTRY o 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" BEYOND WALL 2-CAR GAR GE 8'-0" FLAT CLG. S3 2668 L.V-3" i 'BEDROOM 8'-0" FLAT CLG. CARPET EGRESS 25-SH VERIFY METER O LOCATION WITH BUILDER rC 0 0) I ~ I 0 I I I I I L----t ------- - G.T.- --- R 40681 B. F. 4' I EDROO 4 8'-0" FLAT CL CARPET l 20'-8" H,B. K Z w H A U) U) O�W C LwM HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" 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 H$ (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 18JX254 S.H. 13 20X38g 18JX37i S.H. 14 20X50J 18JX50 S.H. 15 20X63 184X624 S.H. 16 20X72 187'X714 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38ig 26x371 S.H. 1 H4 27 a X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 a X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 1 X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JJX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52, X 251 S.H. 33 54 X 38 a 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-Al General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied to the Interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EE +26.6 / -29.1 F +26.6 / -33.5 SEE SN SHEET u SEE SN SHEET 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 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - Al 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA ., W 2276 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION (GARAGE / LIVING) 2-11/R-13 KRAFT FACED CM a > w cC-� c�-3 -a CM �a �. zt as CL a> 5. cC w , Ki cu as ca cz C cm iti ra M 0 cV 0 0 ��' {j F\ � • a •Y' lip!.., .iA L if SFOA�.srsiati4a`�°� 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 - Residenbal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. H eW'lot E � o s N U r 10 r C M ti a - w H my a a a J u- ii d C') rn O 13 Z f6 p 0 0 - 2-z t 0 �' j-(6N2 m Lu Q G W ��T� J Z z N Mz� z OU ❑��] t W V M � z N O z coN z a -1 - r M N z 8 v � 0 a-1 U N U-J S N U c6 w V .. f- E - 8 wig _ v o I ¢ 0 N r o J ¢ w Z Q E E 88 =o zo oa 9 05 oE oro� � ¢z WZ wo Qo �¢ OU ZF z m J y m Q W ¢ m Z Z go c� o1 N W WT m r a= _P d zlaz a o 3 0 � 0 = U') LO 'Ile r r �/� Cn m LO Q M I O O � N LO M Ln r Q � r E M M �; o z z E Q m CL U Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND VARIES VJ w MEDICINE CABINET 0 N VARIES, 2" LESS THAN CABINETS BELOW Cr X OZ Oz 0 CV O CY)N CIOd' cM CM KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER N FIN. FLR. E I KITCHEN MIRROR LI NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH V7 O O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS 0 Cfl 00 OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN I 12" FOR PANTRY MIRROR 0 00 O O M -3mwwm INTERIOR ELEVATIONS. 42" H UPPER CABINETS --� 36" H UPPER CABINETS 30" H UPPER CABINETS ---- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE � � COUNTER TOP --, FINISHED CABINETS - 30 H BASE 00 IL O -1 2x r a' 'n 00 FRAMING r r i T 1 /2" GYP C? BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - 1' 84 cb ' CV) N lLE PLATE-" ISLAND COUNTER C3 d' r CV CV FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= l'-0" 1 a e a C4 a ® , a rs � ®� L&- •a .� c�v ea 3 as CU } E _ � u . 3 � E ib 0 Q CS O N7 N O N Lc'.) O . 7. yr4f�6�9&533���'� 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. M E $ N Lo Q OM 8 'D r"Lo 0 CO � N x W �aNia� LL a a v JLLLL � Z (� z O o Z �c @o. O W 0 ° W ? r ci)�pj6' z cc)o o u, Z N M Z U� LLz f=— _ Z OU ❑❑❑ • W 0 0 z � N 1) N IN < M O LL a w � U o O w V) C F— fin U E H i O .. 2 C) us C�' U3 ¢ N �® W M M y ¢ ZZZ Q U - d E= U W O �� ) N Z� Z® F rd CL X0 00 U E O ¢ 0 L CEO a0 w0WW dZ �z co O E <om� p U o0 Z m v r Q W o Z'z go manaz y� O <0 Hk Jz x0 o wa off¢ ao 003 C O a c� CC LO LO co � O ::3 Cfl _I Nelo r- C T r U CN Cn m VJ < N I U- p O N 0*) r ,Q N Lj LO Q c h r m E M E o Z z E C) c E U a Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 2 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —� HEEL HDRHGT. _ _______ TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) —, 12 5� F1 12 5 F4 F5 FIBERGLASS SHINGLE INSTALLED 12 AS PER MANUFACTUER SPECIFICATIONS 5 1"x10" SMOOTH TEXTURED BAND ------------------------------------- -------------------------- ID ED] El 117:�1171 M 0 ED FE] 17 1 1 IL I7E: 16070 OVERHEAD DOOR 3068 FRONT ELEVATION - Al 13'-0" RIDGE VENT 12 �5 LEFT ELEVATION - Al T.O.P. 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 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. verticallyJhorizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia, min, @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C%4 o -o dLU � W C3 o s v a I" C '0 N W d Q to c �N= ,E>« co jam¢ E.. :i CM O CV LID o_ ' ltiJ �', r•- � ,k. ' fJ„ S T' ;'', E � ' -`��t�91"sRSEt` 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 E ��cj fJ � # _�_�c;° O 's Lr) W In LL LL (n r- r­ a LL Lu N Ma a a a aLLI a ( z Z O L V p 0 co o Q WM ra2�°� ¢ F z to w Z 0 O IL ILW n IN f=- . I OU ❑0❑ �. o g z z J - N � -J - w w N C w � m i U o m tffilID N O 4 o J rr W M C*� N � O Z Q � cz w� Zo o Z r6� 0o ° o &a o� �Z z o ¢ �� cn C a� ¢ O=U W� ' ° ZZ Z m J wm ° aw �z S a o� CZ) T Z mZ w `W � o >h v zI¢ o o Q = Lm Q 0 � M G =3 (� J Y � ,— o CN m m LO QI CIO co Q C0 No CD U- N Cn C(0 �— co 'Tr T E w co 'F- 0 Z ca E Q m a E U Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 3.1 3 v _ Q v c O ID po J to to rh 0 I N iE r� 0 to 0 CID l0 co r� 0 I Qi Q" v rn 0 .o c 3 N N E N 0 0 J i s V J 0 Cam. N O LO w: 0 O rl N N Lc ci 0 tZ W 0 m to 12 5[:� 5'-10" --—— — — — — — — 4' OFFRIDGE VENT 12 �5 REAR ELEVATION - Al 12 13'-0" RIDGE VENT 51 12 5[, — HEEL ti CV T.O.M. — — — — ----------------------- 2'-0" HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — fi $' TEXTURED o CEMENTICIOUS r_ 00 00 FINISH ON C.M.U. -1 io (TYP.) ti SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --------------------------------------- -- — -- 11-041 TEXTURED 3'-0" CEMENTICIOUS FINISH ON C.M.U. (TYP. ) RIGHT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703,7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish, Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 CVa c� � o >' W m M y o U 0 3 odd v d w c o o E � v Q M N 0 N 0 0 J�. ZTAiE OF 5r 9 ����ayk3'�➢"sBt13a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N aC> �EN N O C * (r W LL J d] N LL M V LJi d LIJ D- 4 a Z a Z J � Z 0 s m v O w" > o m Lu Q Wr°�o'°' ¢ r- ZN o X o w CO U � Z F=-. o 00❑ W Z N M o g Z N � o � � Q J N N M z f>3 � W � U 0 V) u, o N .) f6 � U) w � m i 8 0 c 10 N W o � w M CID y ¢ Z E zo ~ o a {- n7 0 E U o g �z wZ ra c <Z �< mo o0 m a� J "m aZ ¢� �z gza A > ? y W m < �z �r O 0 ° 0 0 O Lid m Q CM CV W L0 + QI O rn N � ca o ,r LL N 0) N (� M o z z E Q y m cc p c a U Q _J JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 3.2 2" 1 2" N _ �D VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" - ^N ii 12" CAP I" RADIUS 1/2" RADIUS 3 1/2" RADIUS 1'-53,, 3/4" RADIUS 4 4 1/2" RADIUS 1" 4=VAR VARIES _ `I� a Col. CAP iv CD 1" 1" 1" 1" 1'4" Cv o M7 Cv 21 „ 2 2 1 1/2" RADIUS VARIES VARIES —IN r 1'-4° 4" 31„ 3"- 4 4 MI rTv rTv 1 „ 3„ 41„ N .- r00 �N 3" 4 4 2„ - MN VARIES 12" 2' 1 M 32' 1" 1" 1'-8„ 1" 2 1/2" RADIUS BASE LO r CD (D `~ BASE 4 iv 12° *NOTE: VARIES 8" 2" 3„ 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" �'N 1'-6" 1" 1'-4" — 1" 4 2a • ' 1-1/2" THICK 1-1/2" THICK 0 , tV 101, 21" 4 _ " � �{ T - 10" 6" jl I CV CDFC1_ 4„ ' 11 � CV 2„ 4„ 3„ 6' 2„ N 2" w_ w_ 1-1/2" THICK 31" 21., - I� 2'_4" 1'-10" f _ I 'v 52 1'-5" 5z" _ IN 00 �Ln a' 1" 1'-4" 3" i2' N 2 E VARIES -IN ri 51„ 4 VARIES 2J.' Sim w L ::Nz 2'! • ru VAR] ES VARIES 4„ 8„ 32 Q� C __ ______ N i T ep Rs" 2 r 3 2 44' 6" 4" CD �21 KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING _ 0° OPTI KEYSffWINDOWC 4" 3 4 4"PENING 4" 4J" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES f2" co 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3-8" 4" T-0" 4" 101, 1,_4„ 1 p„ 14 4' 14„ r o 12' 5„ 4 2`-1„ — 1, 54„ ,-12 7„ 1'-4„ N N N o = CO N CV 00 O 'IT M Ch r • a N� TMN - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH cm d� y,o o `; cc C cn x +? el- 1-1 N = ass c E � v a � M O N LO O vy 4,- iC . tj •���uE QYa Lt:��i 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. WIll- vE a ���� N G 10 # to 8 ] N # lJ. C13 0 �MO� a. a 225S Q Li 2 a Y J LLL 555 z z � =p CLLW Z L V � O � 7'caNm Wr°n�O�j of 0 w OD 6 3 L0 m z U of G H ILz OU ❑❑❑ Z M Z N M V o � z 00 QQN O Q —coo Q J M U) N z � W Oog W p C6 r- tq U w � c �' u o C w w M w ¢ 2 G W �. � U w o wo z Y N Zo z® oa o �� 00 o 0 r— a w w cn o a m 0 0 � J 0 �z ONE Co o� �0 az �} a� mw FK Z o �3 = r Ln o Uj i° ch d zl¢ 0 0 3 0 N Q = >.0 LO LO rn cu < cu CM j `/le CT M m U r ,'� j W Q cn M I O O � LL N N L0 CD _L0 ai M 3 o Z m Z O m E N E U c a _°.I Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. F 1 3 CD 0 Crc 0 CID J LO M 0 M i a v Cr O 0 J to LO a rh i C' 0 .o 3 Q rM O i v a E s v c J a 0 v 01 2 N N L. a 0 C1 ro N LO 0 U cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R�15 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 j 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 1-0 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) FP PUSH BUTTON SWITCH (OPTIONAL) HDB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER mpg_ ELECTRIC PANEL —�I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets A NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 t0 WH 10 #8 to Range / / i I V t1 2tl`. 10 #6 to HVAC 1 MAIN 0 200 amp 150 amp UNDERGROUND Disc SERVICE BY POWER CO.---_ INTERSYSTEM BONDING O TERMINATION PER 7� 200=410 in 2" Conduit Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. R PATIO GFI WP GFI DISC. AC PA I PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER \ \ 11 11 1 ` ` ` FAMILY ROOM CAFE \ \ l% PENDANT AS \ PER SPECS G------------------------------------` ROUGH -IN FbR \ T-0" \ OPT. CLG. FW LIGHT \ PRE -WIRE 1GF --- ------ --! ',GFI r S.D. I I I :SINK w/: I�'E DW IE DISP J_ -- - G�I O.C. SWITCHi FOR DIS#OSAt — - Oyyyt. R'S I W ITE ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I W.I.C. ):� - ENTRY i WP I IRRIGATION GFI @ 44" A.F.F. - - - - - - AHU W.H, i------ 1 I L ._V_ J > i ! OPT. I — D. W. —. I - - FI _ (GARAGE GFI N44" GARAGE j DOOR A.F.F� LIGHT AS I GFI o VP \ \ PER SPEC - GFI @ 44" j � Z W --- - -I0 Q . I / u- ~ L------------ _ — U IY W > LLl HP \ G S.D.---------------- DEDICATED RECEPTACLE \ O FOR MICROWAVE RAN E \ HOOD PER SPECS 3 I j j I -T -- -- - , S.D. S.D. EDROOM 4 _ I BA Ht ROUGH IN FOR T OPT. CLG. I�AN/ -- ---- --� LIGHT PRE WIR; I �/ FI I ROUGH -IN FOR�j 1 ROUGH -IN FOR -- OPT. CLG. FAN/�j�, BEDROOM 2 j LIGHT PRE -WIRER E D OO M 3 \ OPT. CLG. FAN/ LIGHT PRE -WIRE I � I VERIFY METER GFI H.B. LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 C > w a e �o to r.l in' c n_ N p cp sa w E o a I cm 0 cat 0 v 0 Y� S'`IAiI L+' F �Y�6➢bdtsi e'3` 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 E 40 O co 8 = (V N V �O 5 to co (n LL W 0 �LL1.au ff! m a v Q M LL ll d (j C0 Ci � o L V 0 to N (D m Q Z to th Z IL C, O � IL O U ❑�❑ Z W r z Cl) , 00 z z ¢ �I J — a U) — N C7 N a 0 0 W n w�•0 LLJ �✓ w d � c U W J r — E S � � U o m o c CO s ®® ¢ oD 0 c o J W M 0 ZZZ EE p w� �o<o_ wLL Za z� O "0 0 U OE �¢� Z .—t� O < o W Z J (/� ro a o Z W a '0 Ozc Z m � J ro ¢m a w �z O�¢o Oaf O y 3 a z o W W ) °O Z <a = o M H w 0 �o a0 IIQ U 0 M > co ai rn m M ,— U) N LO cocn N � N Lo LO Qr E E co z° Co Z O y E � Co E cc 0 cc _ C a U _j Q 0 � JOB NO: 23-03656 SCALE : AS NOTED SHEEP- NO. 4 U, -c S Q o� d' C/ O J� Q C) J Co LO Cfl I N C C/I O O CO J LO O I M a Cn/ 0 Y 3 F�— Q N N a E �i E 0 `o c c o._ 0 U N t7 LO L S CL CN 0 L d- N 0 0 0 m ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. 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 INof SQ. . . . SQINof Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev ) needed required needed ventilators Main 13 3 Floor 2276 2185 312 1092 78 546 609.0 195.0 414.0 (Zone 1) **NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" 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 11150 of the area of the vented space. The ventilating area may be reduced to 11300 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 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA I 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) 04 co04 CD CD CD -c W O _ M c w c N m x rn� LL_ rs° � rss N, p Cj W «ss Q) a� . ca ra ��. e ra 4') C` > N O N LC-) �O{ O Ti` f R a 1' �Po Bl'l1`4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H O E 8 N 8 Q N LL iA (n r r�L _- lJL LU fl) a cce) ,t W a a N LL U_ a d z 103 J O 0O i O -Z W C) X > O '� m Q �s N. CD J U)�a,rn ¢ 0 z W Z IL IL CZ 6 w M Z U U F z N O U ❑Q❑ Z W M N Z N M z o � a Ln N M V O �W1�, `V CL W � t0 U 0 n w o Ln �(V >J � c E R 8 L m I =ice _ :F. N U o ¢ 0 • N O � w w M M z ¢ z Z Q LL zo >M 0 Q E CJ a wz Z 6 ❑d 1� CO 20 so b < ¢ Co n�z 0 wZ ¢ C/� c -L1 � a z 0< O U m O o� Z Q a z Z Hem(./) 'S a -z fn w m �3 oz M w� ao 0 c Q = L >� '^ L + L o to @ i� Q 0 ��- CM j C r D(` M m L ' ^ V1 , T � fn CIOQI O O � N_ N LO ui w a M CM o z ca z E cc 4 E (� J Q O J JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 5 T-1 H.B.' I 6'-0" I. 2'-9" 1, 5'-2" 5'-1" 6'-4" :lf .9 TYP L S3 V-4" 2-6" x 2'-6" x 1'-01, W/ (3) #5'S E.W. 16-0" ■.................... ............................ -----— — — ..... :l.... ....................■ _ _ --------�-- r IN—DICATES— FILLED— CELL— w/ 3000— " , PROVIDE 3'2 x 9 /2' �. 9 - iv I PSI CONC. GROUT FROM FT. TO SEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR SLOPE TOP OF CONC./ PAVER TO BE 4" 3 1 /2" I - io STEPS AS REQUIRED I ABOVE SLAB TYP @ ALL o io BELOW FIN. FLR. '-0" 3'-8" 2'-4" � 6'-0" 1'-10" 5'-2" PER FIELD 0' 0' I PLACES SHOWN HOOKED FTG. I DOWELS 5" EMBED W/ 25" EXT.CONDITIONS ■' CJ ABOVE SLAB "GRADE 40 STEEL" __Cj I r I _ CJ �- TYP I I HVAC CHASE I AHU I ��7in 00 `' I M�aBASED 1 y" RECESS � FOR SGD. REFER TO MASON'S SLOPE FOR M� �'VERTICALS �' ONPROVIDE LOCATION i 1 W FI / (2) #5 REBAR w/ (' • � to I .. • • , . I i' FILLED CELL 3 1/2' WIDTH I 32'-8411 3T-52' I 21'-24' I T 64" T-8" 71_8" I I 2'-Oj ".. -3 1/2" SLOP` I 4'-0" I G :: T. D I I I S3 c _ L_ _ - - - ■: I J LL W ��f --11 I CHASE TO _ O� II III �� 11 I ISLAND 2'-6"x2'-6"x1'-0" ( I I 1 III II III I � ��'; iEDGE OF SLAB 2" S3 I I • _ - _ _ _ _BEYOND WALL f 1ijL�1:rrK o 1 KITCHEN ISLAND LL _D_WULL _1L JJ - N I W/ 345 E.W. G CJ ; :I�pW LLS SINKwI DISP - I LT a I ' I' ' 1I - co S3 I iv / 83 II �� 0 o 23'-11" 2'-10" 4'-1a a it_ I: (2) #5 REBAR VERTICALS w/ in S3rj I �IJ K FILLED CELL f S3 GJ I '......... 00 T--i............ �: %�`� .......... T .................. ............. • .........:.. -. . T ------- -- — ------ N.... I 11 r=_____= -I 0'-01, L_ 0 L----- ==_J..... ......... ......... 6P ........... I I ;■ 13'-54T-21, _ 7 I �% CJ CJ j _ CJ ::::: I : ici GJ ....- - - :.:...... I- :.....:. - - ;1 - - - j 1ch I i I _ \j 3-1/2" MIN 2500 PSI CONC (� 0'-0" SLAB OVER 6 MIL VISQUEEN _ : ■ i I VAPOR BARRIER I PSI CONC. SLAB FOR ; ; ; ; ; ; ; ; ; ; ; ; (3000 h` I i 1 Cl) LcIN ------.__I_— _----�-----�-!}.1 N—.---I-- HERNANDO COUNTY ONLY) ( ; — —_.�—------__. -I--- --- --- ■.................. .. : ...............: .... : .......: _:.._......_ �_ ........:...............................■ :...... r VERIFY METER LOCATION WITH BUILDER 0" T-10" 4'-0" T-10" 4'-8" 4'-8" 11 H.B. jil FOUNDATION PLAN - ELEV-Al 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 wz w a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" a♦r ',�� r ar Sk ♦ r�r o •e,�,� • < ar, ar♦�, e�r v � ® • Fi :'.'e. e•e': �. e•rr: .ce: o. e•er s. e•e 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" = V-0" M, Z9 C� c •cC d ` �U C3 cC M C-,, d •o m � � a•c N Co ® ® •ems.. iJ "CC p co = co M 0 CV LO 0 O� r yk�U n`` � _ 1`"• . ,use f i3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E N 8N�' 0 N LL J fq 0 -NM r` ° LL w d d Q /n ' 0 LL U) (j J Z C i L m O W 0 J m W o2')rn ¢ � o w Z ILLNM6 o LO CO Z U H N 0) Z OU ❑❑❑ W QD M � O z o� Q � N N M z o o w — � 0 S ) N 2,V ' Y Z,map U L_l� 8 U o � 0-, U)®� • Q N I® a w m J z rn z a z p ll zo o� z Zo z® oa rt6 ra � o 00 o �¢ o< io ww C', � c <o 10 0� m J N m Q W � ¢`� g z Zo C/3 n� m ?p Fr � aLL Y �I=� J O M wF � d 0 C O 0 1 ` > (.0 X '' ^^ ! L N rn CM CD Cr - r LO Cl) ,'� O - N co N CF) LL CV in 47 Ln ra ILO T E c M M O Z cu Z �; m m E c Q_ U _j Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 6 E CLADDING WIND PRESSURES ANDOSUUCTIONS FOR MEAN ROOFOHEIOHT <TZ AND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) I`-) VALUE DENOTES SUCTION (4:12]-[12:12] 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 .60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/16) or1V32" EXP. 1 (33/16) TILE: 1/2" EXP. 1 (3�/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ' 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. Cr, rY 12 Cnv O Q rn cc c� C> 0 I to Q i O 7 Cn O w7 8 coLO co 0 I to N lU O C� .n a C 3 M O Q y E O O C C d C O J 1z a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -1 Od x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B I HETA16 1810 9.10d x 1 1/2" HTA16 1870 1585 10 -1 Od x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1 Old x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odx1-1/2" HTT5 5795 5/8" ANCH. I(26)10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 14' x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 114" 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 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/(32) 1 D KER LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 6D SI KE S & (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12-10d SPT24 1090 1 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY :ARRIER 2 PLY C CARRIER A) NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1 r-0" CM 0 cm s>s c.a �. V-4 w ar M NO N 0 v 0 ;O¢ �,`` '� _- `,A I.f� ;��1��A✓• moo*, -v I °....,°.• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Q0- v CE 8 Nm Nco V 0 N 4 Co 00 U) LL N Q Clio LL a LIJ a ii U'- . V=Jm 13 , ti Moo a �R Nj6 C00� I L LWW��G� ILz W N - a U O z ❑O ❑Zc� ❑QI$- ZO W CD(D M Z N M O � Z z o n <C ? � r I V) zM irw1=11 c.7 0 M cn w C. O Ln w o y w. to F- U W J E 8 z� i 2 U 0 cn m 0co N O¢ w z LL E n O E V ZO � O o }N � N z® ❑a cu r— (Q !� E O0 O Q 00 � U 0 O E a O Z 0 w p W C ¢o �a m00 arc Z Q) NO F- Yz Z s� U CID z Mo - �w WO cl�o IW 0 0, y O >� LL '^ L I L•O 0) f`9 CU C� N Ise,Cr r r '^) U v2 a+ a) C\1 M m L ' O QI O U) N o o C:)N N L) 0') LO r Q � cf T E M M O Z z Z E Eo y y m E C o U _j Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 7 J GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17 4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID � ' J O " 15 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE - N.T.S. no N MENNEN! TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J lJ 8 F 16- B/ 1 T N J � o tNOMINAL. r to L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cf it precast Ii tels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510, 8. Mortar per ASTM C270 type M or S. #5 REBAR REQ'D R TALTERNATE POWERS MIN. (1) G 4 1/2" CLEAR STEEL LINTEL O 4 v .M.U. #5 REBAR AT TOP e ° 4 MIN. (1) REQ'D- 1-1/2" CLEAR a 4 4 G GROUT � ' t` J ❑ Comt¢ - C.M.I e 5 REBAR AT -� - �l BOTTOM OF zo t w LINTELCAVITY uJ U �O �� -BOTTOM ❑ a ti O z /' REINFORCING X 4 c7 _, ho 7-5/8"ACTUAL PROVIDED IN Z LL 0- u in 40MINAL WIDTH LINTEL F Cw3 0O „1 #5 REBAR AT E (VARIES) U) m a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 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 as ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 5-10" LL O O 4'-6" LL 4'-6" LL O 6'-0" LL ( MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0" t� C3 ® e c� cc ® Cc ca � iuCr v � c o an �- cE Cc �v C'7 CV O CV 0 0 rJ 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. V) W a o N� CB NCo � a) CD C ��oo N LLr M n�ti� M V -, w a Qj mLLii - a c7 J Z 13- uYi Z 00 mc� o O H ❑ �' 7 :t- NCO m L Q ;Q W � m o CO Z IL rrow N a U N H Z oU ❑ELJ W o � QQN � d � M M I � U 0 � 4.1 C.0 ,,, Um O w S Oft N 0-1 y N _ �ZD cn (6 r U c w J '- - E = 3 min I I z� a to w z o Z � LL- E =o w0 Z p z® ❑a �o E -Z 13, p d J (/) C ¢ z 3a O U m O os Z, m m Q W zo o� z a 3 Z �w W m = H M wa ao Z - o LO 12 Q 0 ��- IM � � r U�+ rM m � En LO to or)a +� N Tom' CF) LIL N ai C14 Lo L0 r CV) �t r ai M o Z E O N ca E U J Q J JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. 8 v s Q 0 0 r� Ln Ln 0 1 N rn a C rCr CD L0 0 1 r'] i Cr a C r 0 c 3 Q N N i Q E (D 0 v c c i a c 0 0 rh 0 L LO 43 a 0 a M 0 S w 0 m v m a NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF 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 5AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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" G.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2,1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301,2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SE17-16 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 12. 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: 61 A 1 M- MIN. GRADE 40 f = 40 Ksi 4.1.1. REINFORCING STEEL SHALL BE ASTM A 5 / 6 5 12 G y 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) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 %" 4," CONCRETETYPE MIN. 28DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER : 4.4.11. 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, SCSI 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/s rinkler 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1 A - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpoUr and mortar along the foundation perimeter must be removed Wore exterior soil 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The "The building has certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTEDABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" 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. �i 0 ca ur % o y � c '= d c CM c E c� 0, M cat 0 CV LO 0 s� . :30 U 0, :,, U. -� i'q p,"t. �'gyar�a ���'P.383:3ii6� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v E 2 sNf 8 QO N N V (0 N O C 0 °° ' LL LL LO H c!)o� Ji w M I a 4 CoLLLL J Z Z Y C13W L 0 s' cqzq =IL �' � NNO m � Q W °' K z W rnco Of w Z N m Z 3 O H U OIL Z ❑p❑ W zM N (7 _ O o � � N z o � J _ N U) CO o Q QZ 4-1 U O w o Ul c w � r- - F L l I =� 0 o [O 0 N � �m o JZ w M M z 0 z Q co E p zoo od t- rod - 0o o �I O 0� H a z as ¢= 1 Z WW mo a� N wm z, >z m � Q Z zo z Wco m L3 o <a }o �Y zla ¢ �U a C:)= 0 LO'^ L ! Q Cca 0 � � M CD U � '^ VJ mLO m Q fn M p ,� U_ N �? LO EM CM o z cc 4i E 2 f0 E c d U _j Q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. SN e GE 39 t�0 J LO EO 0 I N s rr r 5 cn� 0 a IM J CD 0 I M i 0 0 0 Q N 0 a 9 co E 0 c 0 0 9 t� LO M O L S 0 M 0 -a- w O tz U W 0 v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I. ......... ........ . ft ..I -7` I.........1--.k....�..I.... . 16GAx1-1�2" LONG 3/4"-1" CROWN 8. ................ ... STAPLES @ 6" O.C. VERT BETWEEN M. X I 16GAx1-1/2" LONG (3/4"-1° STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV, 09,24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q le (D - STUB -OUT FOR O 1'-0" = o ;n GAS METER _ 0 O CN = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2„ X 6 @ 16" O.C. 10 -8„ (2)16d TOENAILS 2" X 8" @ 16" O.C. 1T-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. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902,0 2 x lumber — Double 2 x lumber u _ DOUBLE JOIST CONST:z1_1; (Not required if both load Filler bl .r 1/8" gap x N't FILL CELL rn w CONT, #5 > STD. 900 HOOK BAR STD. 900 HOOK BOND BEAM CONT. #5 BAR #5 CONT. �JL FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 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. 4 __TClinch nails when possible f 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ' 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flange ofjots - Birdsmouth cuts.. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1Rnnih 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 wail or beam below.* consideration. Check local building code for appropriate 1/16 Zor=21sinker details in One 10d box areas=20 of high lateral load. nail each side at bearing. Squash block (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10dl nails at 6" n.c. Qi 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 D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges V J 6" A 1)/2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 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.* —� Joist When joists meet over wall, provide 1 3/4"minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 8 T_a, V-1.1 1' 2. 1 z' 1'-3' 11-3' V-T" 1'-111' 2-41 2- 3- ' S" 71 16" joist 12 1'-9' 1'-1'" 1, 2. 1 2," 1 3' 1' ' '-4° �-11'" 3'-7"' 4' 2 4 ' �_1'° _an_ j _-- 16 1'-U' 1'_i°. 1' 2. 1 _2" 1' 7'° 2-S' S'- 3'-1CJ'° 4'- S?° ' 7 2° 20 1'4Y' 1'4' 1 1 _2.° 2'-a' 3' 9' 4'-C7' 4'-10" 6-1 "1" R-11" 7-11'" 9-111, — - ----- — 24 1'-(r 1'-1" 1'-2' 1'-3" 2 ' 37- 4'-9 5-10,. S'-4 ° f "` 101-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Jc Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/(22) NAILS T R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ; I I Iil LEI I I I i II I III_ J� Nail with 10-10d nails, Install tight to top flange. SLEEVE THRU STEM ' ° SEE PLAN FOR °• 4 . • ; . FOUNDATION INFO a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE 0 r-REINF. SEE PLAN L A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S, SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE Qa I —I I .a. �'. PLUMBING LINE PVC OR SCH40 SLEEVE a. % II I'ii It 111 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING UMB NG LINE L_ a a a . a - - z •a 0 co � A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a� a a d a a G a a tl A T- SEE FND. PLN. SIZE & REINF. + sv 0 c., ev o G 0 oE-: e� t �a,C a— c6. � C"> O CV 0 d- 0 l ,A✓ , c, .,..,..E OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. sm W Q E O M 8 N (0 0 dl 47 J J C? N S �No 0) a w m ro v w o J w U- 0 o Z morns rya o ig j Fa N O m w O 11LIL 0N m < t=- Z oU ©[ I W V M o g z z o J o_ N z = Q1 a)V) ch 0 LU � U v to w U w m E m' S w y U o C_ ° ¢ m �� o M � � w Z =o 00 Zo ¢n C? p (� w z z o a CU I— o CL �< S, z E d� Q wZ =<z O Q mo F O z p .0 z OCI J a w 15 8 2. QO T �� w LL a0 o W W m oLL =3 A o z�< ° E2 : � '^ L i 0 rn m �--� Q C7 N M M 0 CD J i-- C T U v,f ) �� LO v J O to co M I �, N N -0 <L Mr � < (0 � `�. d° r � 0 E M CM o Z CU z E 10N �; t6 c E -0 ai a- U J Q -� JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. SIN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `P') VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1V-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" U/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA, TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER a D SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A ° =1=1 I —I m D L ° D —I 1=1 I =1 1- D7158-CLASS G or H, or ASTM I I! ��I �L D • 1= —I 11-1 11=1 D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'4" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--i Hr 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE 00 C0 6 MIL VAPOR I D I= - z T BARRIER III r COMP. SOIL. I (COMPACTED TO 95% I TiT� f(-1 _ I TTi MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) HOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION KA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6 BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS z I/ �M 4" d SEE A/S3 OR J/S6 ­^1 L III 1 I I _It —III I, III I I Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ,J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. _T/r �r 5/8"OR 1/2" HIGH STRENGTH —/ "—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 518"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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. S P F DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE • . 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 / TOP PLATE GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD 95 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS N r 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL _ Z FOOTING MONO SHOWN FOR CLARITY 00 - - z NOTE: _ *FOR BEARING WALL - - -- 04 -- — W/ UPLIFT ONLY MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N co SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. E f (12)10d NAILS w 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/f'2.,/�21WWFORFIBERMESH 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" 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 ANCHORINSULATION 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" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10)10d NAILS r]if 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 NOTx P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS z 31/2"MIN. WWF OR FIBERMESH31/2"MIN.�% ELEV. -0 -3112 — (� — ` A.F.F. O OUL Nc °. °--�T 4" _ _ — 31 /2"(min.)I ! ! ! {��'I 3 1 t/2 - 4" Oil (2) #5 CONT.4„ 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN, U.N.O. IN. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C p .D %v 1T I ! • 6 MIL VAPOR BARRIER • 7 i �1/2"(rriin.)- 4" TYPICAL BEARING WALL l@ STEP lad SHEARWALL / C \ I I Yh'II:HL tStHKINIa WALL (U51 tF (CC "SHEAR WALL" SCALE: 3/4"=V-0" r eos' 2x STUDS @ 16" O/C 10 0\N,-o s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. (CD K.O. BLOCK SIMPSON SP1 w/(10) 10d NAILS @ EA. STUD 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. 760ksil] [GRADE 60 MIN. FINISH GRADE 25' MIN. LAP [30" MIN. LAP] n4m, 1!#5 REINFORCING BAR R 17/8"—I jj#5 LAP SPLICE u Ir COMP. SOIL. (COMPACTED TO D155MODIFIED PROCTOR ASTM 4�-11-4—r TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 112" FROM SLAB 0'-01, CONT. BEAD SEAW INTERIOR ° 1121, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE Qd W C E� r=T= M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1,4 , WWF OR FIBERMESH . -A ' 1 K S3 SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHO:FROM a BOLTS 6" MAX oEND OF 2"x PTE LU D U CO rA _ ICI g c"'n (2) #5 CONT. ON 3" CHAIRS 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 D I_�-_o- �� �� �� �-(--T'' II II �Ij r I^^,., ^4� � (TYP.) 8„ 1,4„ 8„ 10" 46 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 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 TOP OF BEAM '. (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL — — _ — a . a d , A 'E BEAM SIZE & N I a a =� CONNECTION INFO M i I 2x4 #2 SYP P.T. FRAMING wi MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 g zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE W ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M � SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E z SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL MAT REINFORCING. T ' w SIZE VARIES PER PLAN c� e j w/ MIN. (2) #5 VERTICALS z co — GRADE %' FILLED SOLID (SEE PLAN FOR o w SIZE AND REINFORCEMENT) z _ • LU F= a LU - w BRICK PAVERS or SLAB PER /—COMMUNITY O w O cn z L` �_I - z Q z_ „ FT I SPECS U) 0-0 FIN. FLR./�& F_ _ FOOTING v BEYOND PAD REINFORCEMENT „ (3 MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG, DETAIL N SCALE: N.T.S. �S3_ A dLU 9 W C � G ro W N C �C ro M CV 0 N Lr� O 0 V. :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. 9) WW -o M cANC) LL a w LL LL a M Z 0 .2 Z rmv o 0 0 7 (E CJ m J Q W o��rn ¢ co Z W N () Z U G H z OU ❑ ❑I3 W z N d Z N z o � ¢ v _J — �_ LLi to z (1) U o 4-1 C6 w m ° L) OLL, a� V Cq i­ U) W J r— — E a L 3 N U o N o ¢ N G1 J w �E =o �oQ Zo C. p E U sF z ze pa o oto �a 0 =o W t .a � C: o �¢oLL U Z Z , �z LJ O U T o� W LL az �w W ) m <o F� J Z Uh IIIIIIIIII� Uj a 0 o�Q 0 �O = AID LO CU Q CU � T_ Q0 C r Y T_ � /^, �/ / C m m / 4-J I cU N C:) r V / LL N 0) 1 n C d'r/ E w M M o Z z E (00 cc v 0 w a) a a o JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. S3 (MONO) -o r a v O O cD J rn rh 0 N a -oa- v Cr a 1-0 coa LO 0 J d I i 0 Cn 0 Un 3 I N 0 i 0 a E D J 0 v 0 CD N N 45 0 N 0 Q w 0 3 v rn 12 \ (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE —� ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" D.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O1C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D ��2x BLOCKING @ MID +++POINT EVERY OTHER +" STUD W/ (3) Od NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 4 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.) t--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS/ GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SLI 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 o a o d 8" 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: t 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. ZU VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL ;- a r W ' > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR �r TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d 8 c n a c 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. 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 fOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1IN�--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. SIMPSON HTT4 TYP. A NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �'-�� 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" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS " _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" ALI 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 -mm— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 18"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. 4. SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 • 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4)16d TOENAILS TO OP 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. �4 F= 2240 LBS SIMPSON rc-) C C P.T. -ATE JIIVII—OUN JY4 SP2 onvi 'JUIV SIMPSON SP1 SIMPSON- SP4 10t ST M. TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 -, O NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J r ,+ 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED BOLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. 2 & NUT OXIED A.T.R. t & NUT C ROOF TRUSS ABOVE 2X BLOCKING (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 10d NAILS @ 6" O.C. STAGGERED A T S AGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5!8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� REV. 06.24.22 SCALE: N.T.S. era C a ux. C �_2! . o, Fz CM O N 0 v p .;, Tyte.n3 STATE 0, ..... s� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a�� V a o coN 0 N co (no N 00 N LL Q ELLzu_ a 0 ,J � Z a5 N C Y p 09 N CO Co. W Q W Jo N �zz T. ,n N LD UU 2 CAcoQUu,r 600 Z U❑ W M � z N to 0 z o � n Ln zCz (D o w 2 U 0 (n LU N �V) U W J •..,q t 0 o ®m L ¢ Y r® S w M M w ¢ Z o zo o ,M �� 01- E U oLL �� z® ❑a RS ;.;o 00 CIL o� E 0. ' &a �z wz Y 0 K m ¢w ¢ a 0 LL �Z pip o �z F� o Y w� - mi sly a0 0 N O � L.n LO Q c� Fes- C'7 rG --� r � fCr Y vJCN ` m ca L.n T j W Q Q N I 04 O C) r- UL. N r N Ln (.0 III dam, T_ E c CV) Z co z E 10ti 2 to r ig E :3 c a- U ¢ p 30B NO: 23-03656 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMI( W/ (4)1/4"x1 112" SIDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ . AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d 70E NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OS OSB SHEATHING ATTACHED T HE 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1Od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. 70P &BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM OF THE LAST 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) 1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL ON SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION_ ("2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES _ 00 2"x4" CROSS BRACE APPROX.8"FROM -2x4 RAT RUN BRACING 1 1 2" 1 1 2" . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 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 O (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 O 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0!C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 4-PLY, PROVIDE 4PLY) . x 51I2" LAG SCREWS OR EQUAL ILS ARE DRIVEN FROM OPPOSITE SIDES ASP O ATTACHED 'MASONRY WALL OF TDJACENT HE COLUMN E AS SHOWN FOR 3 w/0(2) 106d 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 LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA W/ (4) EDGES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL LL 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/ EXT. WALL CONN. ( 1Odx3" @ 4" O/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) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS l ° 1 SECTION g CROSS BRACING DETAIL S5 12 6.9 MAX. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN, SEE M/S5 SCALE: N.T,S. GABLE TRUSS 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE .2X4 #2 SYP W11 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `-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 Q 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 '7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SSP2 w/ (12 NAIL AT S AT EACH STUDD () 2 2"x8" "L" BRACE NAIL SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 w \-BRACING w! (3)1 Od x 3" AT 9: EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0"' - 3'-0" 3'-0" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS � ...... - GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SPZ W1(12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN ail e NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL 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 CNJ 0 ev . ® > ua 0 aA `° " 2 f! Cc=) N -= C*,3 .= xoa<o 4K a, � �: , �cu az,Ii , 10 GV 0 N 0 0 id To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 o E o Cq I, N N 7 u) 0D N LL U- 0 �Mov o u- LU a a Z J � N CO m LU J m W Z Co zP w 'N M U O F U - z O ❑I I ` W M � z N o V o 0 z N z o � ^ , V N C7 O 1 , LL C7 W � FE U O W o ti�0 U 6 Mfg t- - E S ilJ r w Z C N, -os E g- o E u oLL z Ze ❑a H fQ �o oO o E q ti ° O +J L w 00 �Z C: ,a 3¢ mo ° rLL _ .9 z m m Q W a1 �Z o � - z m wo oLL i3 o ch V w� ;O a �_ zlTO° ¢ E 0 C O >� U') LO 0 _ Q cID � � M 07 r Y U) m - N m LO C/) r Q U) co - N u- N C� � N LID r CY) d' r ai M M M o Z z O N CU >_ U a q p JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. S5 x rn 0 f) 0 .o 0 w J LO to 0 i N tY a o> cn 0 0 J fD A v cn 0 0 f2' a N 0 a E 0 i U J w M a 0 0 CL N v 0 w 0 v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1 P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 1x4 3-1/4" LONG X 3116"� FURRING 3/16">?� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2° r FURRING " TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH �� 1x4 P.T. & 1 x8 P.T. 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. , ii (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( %i 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX li SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31 /4" TAPCON (1 1 /4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 114" x 3 1/4" TAPCON (1 1/4" MIN. - -1/4" MAX EMBEDMENT INTO K.) 2'-0' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT, BRACES WHEN HGT. OF �- BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)14d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS ► SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 #5 REB) (TYP) FILL SOLID BOTH CELLS STD. 90 HOOK (' NOTCH WEB AT FtJn FIRST 2 COURSI .. " CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A wl (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 118". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * P LOWER HALF F MORTAR I BED INT. D T FURROW. LACE LO HA 0 MO N JOINT. 0 NO 0 ; _ SEALANT PRESS PANEL REINFORCING INTO PLACE. S - „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR, H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY- TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 40 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) ® 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD - O.C., 2 ROWS STAGGERED D. 90° HOOK 2x BAND JOIST W/ FACE NAIL (TYP.) ® @ TOP & BTTM CHORD, AND (8)8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® - SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS +2 NOTC @ FIRST COURSE - 11 ®� INTO BAND JOIST & (4) 1/4"x2 3/4' TITEN INTO K.O. BLOCK THE :S ® 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. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, { FASTENED PER NOTE 2 BELOW-I::�� CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. ("*) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE i' SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (*") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER III lit III— ,. D — 1Ti ° . T 111 fh GRADE ° M 2 z01 (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = 1'-0" 2X 0 �+ TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4112 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. 4F/VQ y (2)10d NAILS @ 8" Q.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 W/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8u DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3. cr:i= QWr:PT no Akin z 0 2 U_ 0 w U U FILL 1st 4 COURSES SOLID W/GROUT e d a: FOR OVERHANGS BETWEEN OVER 1 1!2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •d' OVERHAN .y a' d. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ISH >t, °' ' °' [:::#5 BAR y . fa P 4 p. 1.0 • ° CENTERED W/ ME' 4 o :' ° • . H IN TOP o • • • a KNOCKOUT / iv Ll ° CHAIR BLOCK ° MONO FOOTING 0.a •'v° SIZE AND REINF. PER PLAN - - AND SECTION DETAILS = CLEAN FILL .e ° • °11 DIRT z STANDARD q _ e JO° HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO 4 EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY H I 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ev a® w01 Q � a LU 0 L; X_ � 5 C> �z .a 2 � e d WEz R3 as3 0 fea *,_ M CV CD N l.C) _a �8 3 ° CF rs 7. <�r �ti m 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 vE Q O V S N co N O cb # 0) 0 N LL LL M river ° N co L ' o a 6 a ��LL J 103 w U)z 2 Z r v CDW 0 0 o .0 +. 5•mNCD W m u 4 m W J o w o, Z� d 0 Z N M Z N OU F= ❑1 t W 0 z z o ¢ Q J a. N z u_ _ 0 0 yN 4 O �, V� U 6 agoLU J ° ji� 3 = w ¢ N W I� o W M C" D Z i ZZZ Q Q o Ucts `o Z. Zo oa F- ro Q. o � o o o E pa o 7g� L Wz Wz W M v Cy ""z mo z� zz 3: o g o 5 oilV�J ,3 LL�w < cn o � - yLL =3 o 61 >° �O = LO LO $' Q � � M Cr T Y a✓ CN co m ++ u T J Q U) COI Q M o O �`— U_ N O� r N n LO � d� r E c CM M z z E m E a o 0 C JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG° TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS ­1 L— 1 Vl `w __l ' , . ,'V W,— 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) 1 Od x 1 1/2" NAILS EACH Q 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. ---\ A .4. ----1—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER p2LsES HIP SIDE OR BOTH IF REQ'D) G.T (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) 1 Od 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"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 3 SIMPSON LSTA18 wl (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP a O.S.B. FLITCH PI TOP @ TRUSS B 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE SEE PLAN L. FOR CANT. ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE — SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT %a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 1Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR I SEE PLAN FOR CANTILEVER IF INDICATED CORNER c `li—SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT Y�LW0i,11110 SCALE: 3/4"=1'-0" iv• �..-� 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 ii 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 wJ (3) 10d NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION _7—PER FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 1Od NAILS --- OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER wJ (3) VERIFY WITH PLAN FORLOCATION AND DIRECTION 1/2" X 4 1/2" 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 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 1 Od NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d 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) 1Od NAILS EACH END ( BETWEEN TRUSSES ATTACHEATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL OWR00 (2) 12d NAILS TO EACH VERTICAL BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d gL VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 1Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xj STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO ---. - - - _ , Q° . HETA16 w/ (9) 10d x 1 1 /2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - -- — MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a° (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. o '. 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 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 @ FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE K 12 SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 0 ca, CIN Cm -a Cj�_� M N O N ' t7af4 4d9 _ a ° ii' ivy Pie �4a 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. WL 1- Q E o O N O N 4 L SO C N N u a L iQ duLL :L[ C13NJ LL Z z r-m� & ¢:3 N J d g?W irz IL Q W Lr)z C' U ;Z UCooQF7 .. O ❑O❑ W M M z N M z N z o � � Q J N M z �N 0 W a U Ln f1f card w c� a J fallW _ e L Q 6 O N • cv rn ®® \ o �w Z a U_ E Q O cc y zo g of ym <�8 za I — 0 U 00 � U O tt Q 0< N 9 L a Z wp ¢ ttz CO C c 3Q o� 1° OE Z ca J ¢ z 3z mom��z a w oLL J Z =3 7 0 zi ° 3: c O = > (o LO '-n a CM Cr r Y T U m N ;L(A, o V) N coCD LO LO i r ai E =coz M a z E O N m a E v 0 � ¢ a JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. D 1 3 _ C� Q v M t�D J LO CD 0 rI 0 Cro 0 to J LO 0 I N 0 d- L Cl�Y L a N N 0 E V E 0 _ i 0 v 0 J LZ N N a 0 a_ to O i a a 0 U o. Q 9 0 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 BUCK2) c SEALANT JOINT 5) SEALANT FROM NSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL, SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING '"I WEATHER JE BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) YL SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 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 y O PROOF CAULKING SELF -ADHERED FLASHING OR 1 SUBFLC SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING , SECTION -A (SEE DETAIL NAILING FLANGE SELF -ADHERED FLASHING- 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING (SEE DETAIL WP07) FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as( in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN v 2 1'4' PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 tia PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied -i 4 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 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Lim CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING SCORE the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS rester for proper joint expansion and or g p p p RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following. 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER 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 SHEATHING, 'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB 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 t" with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 112"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CM 0 ' �. ' o � - a 04 WCCD C �.� 2® o v w M O CV O o `l vl - l z � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W a o cq V 00 0 N N 0 N m G # 0 0 _ °° coM0� u. M 13 Q o- a -U i z Z r q X � y o � @n m m � m Z LW 0�� o X o n Nz ;n a rJ = N CO Q 6 0 F Z O U ❑0� W V M � z M- 0 00 z N z o� � Z (Do 0 W � - W 0 V) �N = ) Bigw � T- L I i U ) m Q m 0 N O i to o C.0 J w M y ¢ 2 Z 4 L- Q E E: O z o o0 w z Z o QN Z0 0 CU 00 E a Z tc'p !� ao az �o W z �I ,� r <0 �¢ a�Z� m� 0 w Z 0 Z 8 O �z Q0 Z o� �w 0 m r� 0~ J o w >0 v oQ E o� c Q 0 � (�o or_ LO L0 m .--. cc Fes- M CD T ,- U m W N/� W Li J � U) QI rn M 0) o No 0 � N � N Li Ln r a N r CD ui E 2 E M co o Z Z E 10 co 2 m E c n U J Q p J JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. WP Killiclunting Brackets 0 0 G; +V.2'x+V2'x2-12� Sixt Cross Support (May lot clut, lb l) 1 0-51r Left Bracket (16 Ga uge) k14 Stdif-Driving S Back Crd;Ostiio� 1i (Tyok* ioatKs 4,F4 nabluucounis am vocoiloil vWx c=6 14tuout"a Air Ataoi� =W" kit�lscet blipi��x *a 44to #14S,olf-Drilling revs it it Bottom Edge Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paso fart 1211 W2021 Coe onilly a Date Data.Dart Pending Data MW Voradn Moroufaidwray Co-11 Enolrylec& License Validated ay YMI",d 00willed Pao; Approval Ailprovo stulml Affitmeten '2020 Smart Vent products, Inc. Ml,nael Grelh.. Hermes F Noreno P.E, Lache "Vden P,E, 12mmon 42JIS12023 Appr-d Category: StFi4tural Components (677) 44,1-6368 P 73778 (324)=11001) SubCategori'.PPooultslntroduceda$8R&suftof nfoQ9martWft(adM New Technology C-4A l"­ Alenhd; Evel-tion Repat from Florida Registered Architect o,a Licensed Florida Professional Engineer O.WitlAosul.n., �A'Dorb"ciferUse Aggs-ol for Use Imp" cation Sao# P=1 a S!,L�-Number N. re. ?,,dwt De-jor- contract Exallration 1114, In HVIIZ Outside liv"z R.sastant pro -re I , '1#1540-510 Dual Function, Hoed and Ventilation Vent 121311=3 Yes Yen N#k 1100f.10 2 8-tVati Modal #1540-511 l)tt.I,F.ntfI- Flood and Ventilation Vent lZGi2a23 Y.. Y­ NIA '100F100 3 ftedWrit Model #1 540520 Insulated Rood Vent I2r3112023 y0s; Ycs NA 4 Sm:AV0nf Mode 4154 521 m;ul.1ndFined Van/ 1MV2023 Yes.Yes. NIA '100)LID0 �5 Sm nVent Modq�9154c*524 16&qud; Garage Door Flow V.t 12f3lbC23 yo� 'Yed NIA NIA 6 InnariVerit Mo,161*1540570 Wood Well In sulatod Flood Vent =I12023 Yes Yet NIA 'O00"100 SmodVent Model#1540-574 14.5&qud' Garage Door Flood Vent IM112023 Y. Ye, NIA NA Florida Department of Business & Professional Regulation B01 ding Codes and Standards Product Approval Application Detail Page 101 Code Inthly or Date cato Cars, Pending, Date Type Y-nsspd C­kiot E,,I,,,, & U­ "Cooled le, Validated edib"u.d FQQ Anorbyal A-.Vd Royston, 202C DMXOI Metals, [no. Jason Shurnato ZaChory R, Priest Loft Balloon P. E,, oarlonazo 040092az 05=42020 1 olivzazo APP(oed Category: Fooling t5ozi z03-1511 PE�74011 (354a 30.1800 SubCategoT. Metal Reeling ph,meteed-mmp- Compliance Method: Evaluation R¢poa from a FloridaRgilsnsd Anxhittedi or 9 Lden sed Fldd. Professional Engineer 41 Que0tvAssurarce ApvroW for Use Approved for Use lonjeacd o0slan SDQ# 4jrabOr or Nam Product Pe$0100111 coldrae=tl 04 , to IONVItZ ClutsIde, KMHZ assistant Pressure I =ttoflng Systems OM0, 10014S: 0MG 15086, DMC 1?8a, DMG2006z I 'res No WA iwcv-lau oNC5V Florida Department of Business & Professional Regulation Building Codes mild Standards Product.Approval Application Detail FaUn2.f,i MrQ2, code WIN or We Date Dabs, Pendinni Data Tvno Version Manufady contact bnojrwN& Lid- Validnpad 8, V.119giad submillso F14C Apon4yal Agnpn6ve East, R,AW. =0 Thorma-Tru Ca potation Steve jawson Lyndon F- Schmidt PE. Ryan J. rjng, P. F. M/1512021 12)3112020 (4�2212021 )SMi2021 Appr-d category- t)ded., Q..'N 16001 00-T528 pr-43409 WWST-6556 SUbCallegaM aVingling Eftrior. Door Assernblice siaapsrsonlliftrmamutC Complimpellettall: Eyalunfion RepDttrom a m Flan da Reg xred A1ohJt.ct or. Lkans.d Florida Pn*sslorial Engineer Ova- - ...... QgalltvA ante A-ved for Us. proved for Use impad se. 9 Product N Wall. Number g r Kate, Ift.duct Deseriplin ContrApt ExW[alluni Vat, in HVHZ outside i4V Reel.tapt.Pressure 1 u. The-11r. Flb.,-Q..sl. and SmoothSa., Nominal 0039 t) &qutlmpadtsquc1: opaque c-p0t. Do. IV31420213 No yes Yet NYA 2 b. Thermo-Tru Fiber-Ciassluard SmoDth-Ster (Inswi.gioutswing: X ­nfigundl0n) "-!,ci S&4s?.8&qud ' 1pat&q.d; op. due Composite Edge Fiberglass -Single Donrvefth 12131f2026 NO Yes Yes NIA 3 0. 7herma-Tru Fiber -Claedilc and Srnooth-Star sine(s] (InsejnggMtWlng: XO, OX OF OXO o.1,190t.tionst Win net 68,09:5 &qUd: Impa djZ qUot: Cpanius 12911202e No Yea Yes; N/A 4 d. Thamn.-T,4 Fib-Cf."i. Up Sir.lh-Stil 5 s. -Th-a-Tru Rto-0,scla and Sin 0,81,sr 6 f. TWme,-Tru Fiber-Cleasic and:Smooth,Ster 7 7.7h­.T. Fih.r­cl.sOld ..d Sndpth-sla, S. h, Themr.-Tru Rb.,Cesslc and Smooth -Star 9 1, Thelma-Tru Fiber-Crasslo and Smooth -Star 10 1, Tberrne-Tru Fiber-Claseic Broemodn-Slar 11 k, Ther-Tru Flibirrelasto and Smwth-Otorr 12 1. Th-T. Fitb-Cl-lc-ol Sm..thSts, 13 m. Thennt-Thut FiberClassicand Srnodh-Sar 14 n, Th-7. Inb.,Cosal. end Innnooth-Stet 15 0. Thorne - In Fiber-Oasto apo Sarcent,$ar is p- -th-Tr. Fib-Cfasal. and Smooth-Sar 17 q. 7hena-Tru Fiber -Classic. end Smooth -Star Melded Op. Sidefit.(s) XO. OX or OXO donfig.."ors) N­dnal 6&M9;8 amot;mPuMclunt: op.q.. C."posit. Edge Fiberglass Double Dooi or 2h-d Glaasd Malded Open Sidefites (6 WlnQfWswlng; XX or =0 configurations) 1=1/2= Me Yee Yea NiA 1=1M26 No Y.s Y. WIA 1213IR026 NO Yen Yee WA 12MI12026 No Yea Y. NIA 12aV2026 No Yaa Yes. NIA 1213112026 No Yes Yes N/A 1213I2026 No vies Yes, WA 1=1Q0N NO Yoe Y. NO, 12311202e W vs. Yes WA 12W2026 No Yea Yet NIA 1=112026 No In, Yee N/A 12)3V026 No Yes Yes NIA 1=`U2026 NO Y. Yet WA 1W112026 No Yes Y06 1,11A Florida Department ol'Business' & Professional Regulation Building Codes and Standards Product Approval Appi [cation Detail Pavel of 1 lN2021 code gul-it y or we M Paid Pend -we TV- V-W Manufacturer. Contaot ywwod as Vnildtad Submitted FIRC Approval A-Myoxi So- R.'i-n Z020 POTIndusR10 J.. Ros-ski IfilamlkDadc DCCO CER Miami Dade SQ00 - VAL IIPWO20 1WWO20 1124j2029 Approved Category: E.0 , Do- (SO), 486-01 00 (766tV5,25b6 subcategory: Sliding Exterior Dxxn Asssmofies Vompliancoftlathoot Carfilical- Msrk­ Lksing am , OmIlty Agdur­g Approvedr Use Apeapycill for Use Impact Design S" 0 e -Idlll� *l L Ntanbsrr hama Fledut 0­11itl­ contract Kwh`u." Data W HVHZ outside KV14 R.sfist.re P­ u'. s S.f,(La '96 Missile lmp.at) vinyl ,911ding Gasa Door 1041,1412021 Y. yes Yea NIA a 'Mnufacturer Product Descrin' PH-on Test Pressures 54T."MR7,13 E M =kjg ZI to] j * T,,0161 A. SWINGING 111 &411-1 - Fiber -Classic and Smo&h-Star (NON -IMPACT) Fiher-Classic and Smooth-StarfIMPACT) Min- 117F.11 Fber-Classit and Smocith-Star (IMPACT) +80.0/-80,0 W- 0-1 EP III Ml Windows and Doors 12M4] ' L IMINEM' +40.0/-40.0 psf E Series, 5570 NOA 2... 0205.03 +38.77-38.7 psf Pella- Corporation C. SEC11ONAL Series 8000/8100/8200 #1105 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16v) �----+3D.01-33.5 psf _EWMEM Wayne -Dalton Series, 80001810018200 #1124 (16X7) as-foFm +34.41-38.3. Curries Di4sion of AA DG, Inc 607,707,727,.747,and 847 Single & Pairs of Doors. 1; 1111 a &I 1"CYA A-,-, SINGLE HUNG MI -Windows-and Doors +60.0/-60O psf 11111101:1PA40*1 Series 5500 Pella Corporation Sen'es,:10/20 +3&0/-36.0 psf 'Pella Corporation- Pella 10 Series +60.0/-60.0 PSf B. HORIZONTAL SLIDER i: MI Windows, and Doors- wMr4-M=. +55. 0/ -55.0 pit Pefla Corporation Series 10/20 +30.0/-30.0 psf Pella Corporation Series 10 Sfidi ng Window t Is M1 Windows Doom EMi +60.0/-6G.0 psf 0 MOM -and Series 5520 E, M Pella Corporation Sides 10120 13 se, +50.0/-50.0 psf P ella- Corporation 10 Series Flange Fixed [an MI Windows And Doors, Safies,5764 �FL`15353.2 20M Series 5500 RIK-1110 3. PANEL WALL James. Hardie Build ng-- Prod. 5 Z 04 rjmg� Solid and- V e-nted--V-InyI--Soff1t-- ----EPJA +75.0/-7Ir 5.0_Psf 'EPTAIMM Alpha Aluminum. Inc. Solid and Vented Aluminum Soffit ��5-454 -.2/­.2 psf A. ASPHALT SHINGLES '3 Tab, Dimensional Tamko (for Shingle Roofl 11514 Felt Undedayment y. -8-.---UNDERLAYMENTS P lyglass USA, Inc. (for Tile POLYSTICK TU MAX I.. PROMM �C. ROOFING FASTENERS DROOF VEN11LATORS Thompson Arch Metal Comp., Off Ridge Vents FL16918.1 - FL1691&4 Florida Metal Products,;Inc Lorriancof Inc DA4 Exahust Vent ILFL172021 ,;E. ROOFING TILES 10TA I WPM IF Sax Orly 900 - FL7849.16 - FL784920 1. iF. METAL ROOF Drexel Metals, Inc. i DMC 10ONS, DMC 160SS, DMC 1:75S, DMC 200S, DMC 5V 12/31/2025: MW-1: Lit 6 1 A. STORM PANELS Global Protection Products Galvanized Steel Stonn PaheIS FL15076.1 - 171­1606���w; - I Pan, All American Shutters Glass Galvanized Steel Storm Panels MIMS M13OU1121,2111i A. WOOD CONNECTORS/ IUSP Structural Conn. ANCHORS ITW Building Components LAIPine Truss Plates MiTek- Industries,, Inc. Thiss Plates ---fL2197.1 - FL2197.5 1111MAMWE Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - F1. 65275___�-M Cast -Crete Corp. High Strength Concrete Lintels NOA 20-MIG. 15 � i �VzfilPit - High Strength Concrete Umbels1. Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Mail page i i $ 1125M22 code �lit nhv. paLe Date osplapsurdmat 1411k Two version Manufacturer Contac Englineer&t.1cense Validated 6M Validated submitted FSCApproVal Approved status Revision 20120 ThermaTm Corporation SteeJasperson Lyndon F. Schmidt, RE Ryan J King g, PE. 0712V0 2020 12020ApprovedO/2020 1011312020 Approved Category: Exterior Doors (500) 843-7628 PE-43409 (813) 767_ SulbOolegarf. Swnging Exterior Door Assemblies Compliance Method: Evaluation Report from a m Florida Reglatered,Architad 0'a Licensed Florida Profea.lonalEng[maer Approved ter Use Acinneyod for use Impact beTn Sell YE Protluct Mdtlelgrar Name Protluct DageN,D on in HVjjZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&*,$ &quot:lmPact&quot; Opaque IWI/2022 <.mig.sile Edge Fiberglass single Door Yet Yet You N(A 2 b. Therma-Tou Filber-Classic, and Smoth-Star (Ins "ing/O.fisling X ... fig.rsdi.,j Nominal 88#398 i3quotimpaot&quat, Opaque I 2J3112022 Comiriqate Edge Fiberglass Single D-0th Yes.: yes Yes NIA 3 o, 7herma-Tru Fiber-Ciseselo and Smooth -Star: Siddlite (a) (Ins*pg/Qttitevni no: XO, OX or OXO. configurations) Nominal 64#39; 6 &quotjm,paot&qu0% Opaque I2J3112022 CoMp.lat.lEdg. Filbi-glitas Double Door with or Yet, Yes Yee NIA 4 d. tharma-Tin Ffber-Classic and Smooth -Star trouts ormfiguetioms) Nominal M#39;0 &quot,,impacMquot Opaque 12J312022 CompositelEdge Fiberglass Single Door Yet, Yee Yes NIA 5 s Tlh­-Tru Fiber -Classic and:S.-th-Star (InSvAngfOut5wing; Xconfigwraliort) Nominal FAAgO &q.ctlrnp.df&qudL Opaque, 1213IM22 .MP09,te Edge Fiberglass Single Door with 6X Yet - Yee, Yet NIA 6 r Therma-Tru Fither-Clasax, and Smooth -Star Edellte(s) (inswriglOutswrig; XO, or QX0 configurations) Nominal 8&#39,0 &quotjmpact&quDl: Opaque 1213112022 Compo =(F.Fiberglass Double Door Wth or Yes Y.. Yea NfA 7 g, ThemtaTru Fitter -Classic and Smooth -Star without i, Outswlng;)0CorO?M d-figursdi-i Nornlral e4*35,8 &quotlrnp8q&qu0t Gazed ID31=2 Composite Edge Fiberglass::Single Door Yes Yea Yet NIA 6 h, Thentma-Tru Fi lber-Camtv and Smooth -Star lln,1vnng1OjI5,1,nQ; XconfigWradion) Nominal 8 &q=;1mgaa&quot Glazed IM112W C1111`*4111 E Fiberglass Single Doo"Ath Yet Yea Yes NIA 9 i. ThermaTru Filosr-Claseiic and Smooth-Sbar ...(a) 11=ng1Oubsvvng; XO, OX or OXO configurations)' Nominal %#3 8 &quotjmpaot&qnot , Glued 1213112022 Composite Edge Fiberglass, Double Door Wth or Mhoux XX OXXO, Yet Yes Yet NIA 10 j. Therma-Tra rlbaf-Vasslo and Smooth -Spar or configurations) NoMInalSa#SV,0 a ct&quipt Glazed IM1=22 Composite Edge 141=1.1m."sinble Door. Yee Yea. Y.. NIA 11 k, Thearm-Tru Hiner -Classic and Smooth;Star (I ... AngfOut-Ang; X config­tdrj Nominal 84#89; 0 &quotlmpadilxlua Glazed 12131=2 Composite Edge Fiberglass Single Doork-Ath Yet Y42A Yet WA 12 1, Tihemna-Tru Fiber Classic and $rrxtoth-Sbar Sidelite(s) (ns*ngiOutsWng: X0, OX or OXO configurations) Nominal $&#sat) &quot1mpact&qm4 Glued 121$112022 Composite Edge Fiberglass Double Door win or Yes yt,e You NIA 13 m. Tfierma-Tru Fiber -Classic and Smooth-St2r without Sideliles, (InavvinglOutsvving; XX or =6 configurations) NomIngI 64.#39:6 &qUCtj1rnP2Ct&qU0t`CpeqL1a 12131=22 Composite Edge Fiberglass Sn9IeOQ.r k�vtth Yet Yes Yk WA 44 h. Thormsi-Tru Fiber -Classic, and Smooth -Star Squot;Norn-lmbact&quat, Sidellte(s) (lmoehngfO swlng;X0,0XorQXOvontiguTatioms) Nomim,16 399 &qucclrrpsdt&quot; Opaque 12J31=22 Composite Edge F jbergla� Double Co.rwith Yet Yet Yet NfA 15 4, Thrima-Trit Flier-Ciassicamd Sm.qth-Star 8.q I, Non4mpad&q..t;Sid.lites(in.W,400.tsWN; OR mnligumlion) Nominal $& Ft, 0 &quQt;Impgc%quot; Opaque I Wn 12022 Composts, Edge Fibeiglosts, Single Door Wili Squat Yen Yea yo`5 NIA Is toTherma-Tru RiberZIassic and Smoothstar N�I od.m�nv a qu.tsidpfit.(s) Outswi ;X0: XoOXOC,1fi,,,,11,on,, N0MIn2l8& 'rnpact"I'd". Opaque 12JBIM22 Contiocalla Edge Fiberglass Double door With yes Yes Yes NIA 17 q. 11--Tru Fllb-Cl ... i. 8quot;NoQjmps­t&cjuot; Stdalitea OXXO configuration) N.mln.i 6&#39;8 &quol,;Non-lmpacl3qLjot Opaque 17J31,1422 Composite Edge Fiberglass Single Door Yes, Ye. No rj1A 18 r, Therms-Tru Fiber -Classic and Smooth- tar (Inawingloutt"ying ; X configuration) Nominal OWRB 3-quot Non-] mlpact&quot; Opaque I WV2022 'Composite Edge Fibergiate Single Door with Yes Yes No NIA 19 Therma-Tru Fiber -Classic and Smooth -Star SwIte(s) KO, OX or OXO configurations) Nominal 6&#$9;88quot;Non-lmpsxxAquot: Opaque 12/3112022 Composite Edge Fiberglass Double Door vvth at Yet Yes No NIA 20 t Themi Fiber-Classid and Sndooth-Stidr WthroutSidelitess(IrepMrigi u no; XX a r O'XXO configurations) Nominal 84#39;,0 &quot;Non-mpact&,quot: Opaque 12012022 Composite Edige Fiberglass single Door Yes Yc5 No NIA 21 u. Ttermat-Trj Filbor-Classio and Smooth-Ster 11twi�g/C.fis"ing; X cofig.r.t.r) Nominal 8&#39;0 aquot:N6n-lmpact&quot; Opaque qwv= Composite Edge Fiberglass Single Door with. Yes Yes No NIA Y.ThermaTru Fiber-Classicand$roothSar Sidelits (1nsWng1OutavvfngXO, OXcrOXO confitlufailo lit 12121*022 Composite Edge Fiberglass Doulp.Doo, Win or Y.. Yes No .NIA 23 ve, Therms-Tm Fibet-Ciessiv and ernvoLh-Stqr *thout Sidelites thoMrigifOtswing; )O(w OXXO configurations) Nominal W39-,8 &quottlonlmput&quokGlazed 12012022 Compoeter Edgy Fiberglass Single Door yes Yet Noy NIA 24 x. Therma-Trw Fiber Classic and Smooth-Ster (Ins-nilOul,wing, X collligural�,n) Nominal eS', I &'uctt�cn. Mpaci&quot; Glazed 1213112022 mlpost:6 Erige Fleargims Single Do., Ith Yet Yet, No WA 25 y.Thermg.TruFloer-ClassicatiqSmooth -Star ={n ng1OiAtsWngXO,OXrOXO or,$) N mind! &939;8&qu-t: m-Impact&quol;Glazed 1215112022 Composite Edge Fiberglass Double D.orvAth or Yee,( Yet No NIA 26 2. Therma-Tru FleanCasalc and Smooth -Star ,fto,ut Sidelites, (InswingifOutsvAng; XX a QXXG dQnWstions) Nornlnel 8&Na9:0 9quot;N611-jrdqdo1&ql.0t;GIA2ed1 12)31=22 Composite Edge Fiberglass Single Door yeg Yet No NIA 27 za. Tharma-Tru Filler Classic and Entmoth-Star (neWriglOutevving. X cordi9mriation) Nominal $ Q&Z�t.N 1mpaq8quot,G1aaed l2al?2022 C6rpo.it.=R�Fj.:�ingleDoor with Yes Yea No NIA :28 zb. Theri Fiber -Classic -and Smooth -Star Sidelite(s) (Ima#n91WsWn9; XQ, OX or OX0 configurations) Nominal 88432l;0&quat;Non-Impaot8quot Glazed I2F31= Yes Yes No NfA Florida Department of Business -& Professional Regulation Building Codes and Standards Product Approval Application Delall page 1 nf 2 irra;il Code Inflity or Date Del- Pat. Pending P49 -N- V­i.n Manufacture, Contact Velidnewd By validated aubnagod FsQAaVia..l Amox-d Stdun Re,v- 2020 MI Wpdall* and Doore Brent'sitlinger Luis Robert. Lomas Steven M, U"T, PE 10M02020 1010e2020 1011s/2020 12M 512020 APproved category: Extertor Doors T1 7) 305 -3300 PE-62514 U17)317-6454 3ub4W4Ql0nd Sidlog Exterior Door Assemblies o1ifimQsniR.*d.r.nn Cornplian Ce Wthool: Evaluation Report torn a Flodd. Rsglawsd Architect dr. Lir.nsd Florida P,.r.asi.nel Engineer Qualty; A'Swranco AOLuovedTerUse Approved for Use lullsee; Posion Soo It Product Mo4al, Number or Name Product Desci CordractE%tilradg11040, In hyH4 outside HVHZ Wising Pressure I SERIES 420ALUMINUM $Go SERIES 420ALUMINUM$OD OXO 1213I/2024 No Yes No NIA 14&314q.,Ad,808,qnot : NON -REINFORCED 2 89P(E5420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX, X,O. XX 1W1121J24 No Y..Na NA 96Aoud;x60&qu" NO-E]NFORCFD 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SGD REINFORCED Oxi) 12131/2024 No yet No NIA. 4 SERiEa 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINVM SOD REINFORCED OX 12d3112024 No Yes No WA XO. XX96&q`ot)(96&quot ' 5 SERIES 420ALUMINUM EGO REINFORCED SERIES 420 ALUMINUM 601) REINFORCEDXXX 12431/2024 No No, NIA Florida Department of Business :& Professional Regulation Building Codes and Standards Product Approval Application Detail P.9. I as IM12021 5046 Settle 0 Data W. Data Pondin, ()at- 7VDO V-Ir, Manufacturer Snalm., A License Validated W validated Submitted mAbpmvsl Approved st."J. Revision 2020 wayne-Dalton's, division ofoveifieed Door Dwayne K-1sh John F, StWas Jeffrey P. Amm.�, P,E 1011212020 09f2g=20 10Y2VZ020 1211512020 Appr'd corooration (3U) 7634121 PE-51727 (904) 821-52M C.".g.,y: 2xerlr poor; dkorriishaw yrs-daftcn.c Seftlon.) IWaltr O-Assernibiles on, C-PlIancefflathpd: 2I.W.H. Report from . Florida Registered Arohitsctor a Licensed Florida professional Engineer Q,arifiv Assu,salial A -Mod [91 UU A­�Akl net Lisa lari-a D.A.- S-09 Ine.el ..del, Nuads., or .%Me Product Enscrattort In HVhr Outside HVH lboshipAnt P-tu. 5 8000?61M8200#1105 9019; M.x ,'dlh:l 4039: M. height Ghfing 12131,2023 No Yes Yee +31,001-35,00 alolia"1111top oll's`n " 11) 8009/51001820Q#1123 109S.91 M. .14th. 14099,11=191h. Gledno 1=12023 No Yet Yes -W,01-5150 available in top or finkmedlape section, 11 a00Q18l0W82l)D#l124 I 3W91. Max fdth. 14916�� Maz height. GI 1213112023 rid Yes Y,� 34,491­36.30 available In top or htemeol�a svctloft; Morkla.Departmont of Business 9 Professional Regulation Building Codes and Standards Product Approval Application Dotal] Page 10 1 IV2021 atif gritity Date =9 Was Pending Dat- T"M Ve,lor planuilspuner Darned Enpi ... r B. Licams, vellcWtol fix Valloalod submitted F13C Approval Approved Slelus ReAstion 2020 CurdeSDiViSjon of AADG. Inc..T- Ridley UI­ 1.1-0, TrGY Bishop. P.E. 1211W21 2a ivoino2o 12421/2020 Approved category; E,detitv opens (641 , 404-2813 f9540 W-051aa WoCinegory, Exterior Door Components tom"Wayip..e..blot- Cornpllieic. Method: Certnicatlon mars or Using ni QuailtyAssyrande Apynwillor Use Approved For Use Impact Deslon a-# Pr Nua�lpur w Name Prudent D-linfl- od. outside HV42 Resistant Pressure. 7.adugL!L 1 747.757, 777. end 84T single and Psira0 07. ?07 ;�d Flush. Glazed. and Louvered single add pairs of 12J31/2025 Yes Yes Yea WA 01mrs hollow Metal dials. FloridaDepartment of Business & Professional Regulation' Building Codes and Standards Product Approval Application Detail Page:1 d`2 Code pjnfi Me Me [let. Panting Dett mm y1nMoh Manufacturer. twit. Engineer & Libenag Validated EW Validated Submitted FSC Aparaval Anux-d slgab* Ro"on 2021 MI Windost. and Mors Drent Sitriager. American Architecture) Sew M, Unch. PE 11/1712020 11117'020 1112712020 Approved Cd1sn9ory.*W1nd*W3 (71U380-330O Man. fliot.- A,-listi.n (717) 317,9454 llvbGalegoiy: single Hong braurgerart1wdoorn Compliance, Method: Certilleaten Mark a Listing 1Q.,1igy A-14- An-W for Use Awny-d fid, Ua Imigaig Design S*4# Product ]106 .10hobs'-wanne, Produet 10"olbi C.Mlaot E.01raflork Data 11) HVHZ Outildt WHi flegetaint Pressure 2 lati SH 52X7,2 Finfinertge Frame GADG Single Hung I (YW202$ No vat No W-613 Laminated Glass -*--a (D (D C- -CU > 2 0-0 CU cn CU 0 C:) - CU -0 Cn _a 0 0 Q 0 CL) ICU 0 0 U- CU -0 0 (n E C C10 "0 ICU -0 "o -6-0 U) C= V%Q CD C= C�7 C-Q CL. • on (n Co E CU C, on to O C/) L. CD E C- co > > L0 - CL O CL < 0 0 CC M < a- F- O L- 00 W (3) Z Z SHEET NO, PA 1.0 -4-1, _ _ V � -"- Florida Department of Business & Professional Regulation 8 Pages 09 a Florida Department of BLlslrlass &Professional Regulation. Pdge1 al Florida Department of Business & Professional R!aguhdtian peAa1 at FloridaFlorlda Department of Business &Professional Regulation page orx (� Building Building Codes and Standards asr2uz2 Building Codes and Standards =021 SutldingCodesandStandards, i02021 Building Codes and Standards NSt2021 O ..0 -r--a � Product Approval Application Detail Product Approval Application Detail Product' Approval Application Detail ProductApproval Application Detail L i-' = � Q 0 0 Code Entity _or ' . Da Penaind _ e .. Entity Bate Pon din ode n [v or Entity l � to D O penal BI code Entity or to � Date reading - q ([� r^— = "� TWB Revision Manufacture 2020 Tharma-Tru Corporation contact Engineer& License Validated 6v D 1�,tY Ci �— Stava:Jasperson Lyndon F. Schmidt P.E Ryan J. King P.E. -: V � 10ID712021 etl F - Aopmvel iimh d C � 091182021 1tY1.312021 tl. � 12/15/2021 Status F Approved figdi8 'e. on �- Verel II�nUfaMurer w-1 tact arainser a uccumy Validated By �_ Validated rat Q u QllhS.il fBCAppmval L2gQY@d. at a Is vB l 'T� �RD Manufacturer o EnNriaar& Licarsa Validated Bti Contact Submitted lyP ldat@g, 3 b�ttBd FBC Avanczai gP.2!2Y8$ 6t �i19. �.m � "simeradurar C Enorrww& Livonse Vailairad ay Validated submitlatl FBC Approval AooToved States - +•i a) � }e ♦� (35 +� C )r (8 PE-43409 (813) 767-6555 Affimtat' 2D K41 ZD PGTlndushrive Jens Rce—aN MierrA-Dade 8CCO-CER Miami -Dade 8CC0:-VAL -.. 11XI512D20 11p5f2020 --- - 11711/2020 roved ... Revision 2020 Ml Windows tnd Doors Brent Stringer American Archkeuuml Steven M Urtch. PE 10MM020 1CMWO20 1W1.&2020 Approved Revision 202a MI VArd—rd Doors Brent Sitirger American ArchReclural Stevan FA Won. PE 11122=20 11R2R020 112arz020 Approved 0 vJ 0 ,— sperso Cth Swinging Exterior Door Assemblies sdasperswi�thermatru.co bCatel' uric S iging Category:(788)315-2590.- Vwndmes (941)48iipion - Catepary: WlndoWs t717 317.8459 i717>365.3300 Manutacturars Asspeiaton ), Category: Windows' f717) 385-33p0 Llanuizcturars Association i71 317-8454 �. tisiningarNmitiid:cam Compliance Compliance Evatuahon Ropgrt Roma m Subcategory: SlnNe Hung Subcategory: )rwpus;a�pgtlndumdeap. am SWGategory: Harzotl{el9ftler Compliance Method: Cartiflo'soon Mat% or Listing oslninger�miiao:can SubCategory;Flxed Compliance Method. Corbfeofon Mark or Listing � � V�V Florida Registered Archgect`gra Licensed Florida Compliance Method: Certilloamon Mark a using Engineer Professional nr Y :` FL#238 R2S Rodu4ts ." .,, :., - P Lak15361=as Rrotlu :. � '! .:. ., PLIk'I5Sr9.R14 Ratluds �. L /�� W Flaf2046140 Products -. '_:: _ - - Dualda Assurances Awrmrediw:Uaa Adorovad tw Use ::.-_ ��(, Das�ir .. - _ Quality Assurance - Aooroyatl Fw Use Approved for U� [Street a a n racial IN Assurance woyatl fa Uae Approved for llxe Aa iBlgd4i ii@�1 CD O yj Q ualNvAssOranga Aporgved toe Use Approvetl Tor Use I m�eCt :Dunn r Se di _Q- Praduet Model. NemnberdrName Rotlud DesModon C rapt Expiration Date : of hnXYHZ. outside, liVFli tg1�. R e6 re gTk.:' Product Modal. Ntl(nhar w. Noma Raduct ➢ascrloUan Contract ExvrcaUvn Qata In.NVHZ Outside HVHZ Rai Pne�wre � Product Modal, Number Di'Nane Product Descrlolbn COMraalExplradalDate. n Outside XVXZ Resistant Pressure I�� /� i� O &a _gN '1: Product Mdtle. No Name u c. E- r fl.. _ti Product Description Contract xw atbnDale in VHZ is Outside R Resistant Pressure 2 _ eH560p [Large Mlssaeim act ,., 9. _, P ) Vinyl single Hung NAMan p7i3r12o2S rid. ,.9. p ,.. ,. . Yes Yes Yes PIrA i .. H3168--F�n and Flange Frame 73z821hsulateB.Glase 021181202A. Na; ,.. Yes:. No . :. 351.55 1 185 rNJ 73 x,72Jnsula{ed.Glaak 041432p23 • - No Yes No 60/.60 - � }a L+— M 1 a. Therme-Tru Fiber-Clamic and Smocth,Star Nominal'B&#39;8 &quot,Nwt Impactdqupt Opaque 12)3112022 Composite Edge Fiberglass Door No Yes No. NJA 0 Single X A V O 2 b. Therma-Tru ben (Ineving(Outsvnng. configuratxm) 6&#398 O^ F Classy and Smooth -Star Nominal &quotNon Impaat&quot, Opaque 1213112022 Composite Edge Fiberglass Single Dow Nth No Yes No NIA �✓ W ll 8idelrte(s) {lnsWriglOutswln, XO, OX or OXO /� CL O 3 c,. Thcrma-TM Fiber Clossicand Smooth -.Star Nomi91a1 B&.#ntS, &quoY'Net lmpact8,quot; Opaque 2t81/2022 :No Yes No N A d.� i co � Fiberglass Composite Edge Double.Door with or � W without Sidelites(IrruAnglOuts/ang: )V, or O)= —0 .G 'configurations).. 4 d. Thcrma-Tm Fiber -Classic and Smooth -Star Nominal 7&#39;0&quotNon-1maaGt&quot; Opaque IM112022 No: Yes No: N/A Composite Edge Fiberglass Single Door pnsw+ng/outawing, X conflgurstioh) 5 e Thcrma-Tru Fiber-Classk, and Smooth -Star Nominal 7&i13A;0 &gt�Non-Impaumquat-Opaque 1213112022 No Yes No N/A. Composite Edge Fibergiam Single Door with ,.deli*.) onsrririgto.ta ing; X6,'OX or OXO canfigantidns) 0! 6 1. Therms Tru. Fiber -Classic: and Smooth -Star Nominal 8&#3e D 'uo Non Ion ot& quot Opaque 12/3112022 �q No.. Yes No. N/A : Florida Department of Business & Professional Regulation Pagel rill Florida Department of Business & Professional Regulation Papri N1 Florida Department of Business &Professional Regulation Pagei oft ComposlteEdge F berg ass Singe Door Building Codes slid Standards IM021 Building Codes and Standards - ids 21 Building Codes and Standards 1r812021 (anstmrg/O rGwmg; Xponfiguration) 7 9.. Thomra-Tru. Filew-Chmaioand .Srrrooth-Star Nornuial 8&#U;O&quot,Non-Impadliquot Opaque 12(3112022 Composite, Edge Fiberglass Single:Dowwth No: Yes No NSA Approval A iication Detail Product A RR Product Approval A (cation Detail Application Product Approval A liCallon Dete11 RR Rp Sidel'de(s) (InswingSCutswing, XD, OX or OXO configurations) _ ... ., _ .. - .. - .. .. . . - - ,. _. 8 h. Therma-Tru: Fiber-Classieand Smoothh-Star. Nominal 88#39'0& uot'Non lm act& uot.O Opaque IMl12022 , q p q paq No Yes No NSA - ,.iTM �. - - .' : � �. � + . . Coatpaslta Edge Fiberglass Double Door with or - 5899 r uN.er gy-tS riam Paidinn no _..... � .. - -. - _. ._ Emuv or 2at8.. Data Perron, & ._ _ �. �� _ _ i€ai� _ _ _ _ _ _ 17i89 2U Data Parnino per- 14 without SKdelltes ltnseAnglOutswing; XX or OXXO Contact Endnea&license Validated By Validated drib FBCAoomral A,,,, Status _QW1 Tyne VN�Sibn Manuf tuner Contact EnaaeadLicense V�tlatedW ,Mt§ VAIrdited Submitted FSCAmrovd Aom_ovad Stffiw Tyne VersionManufacturer Contact Engineer LlceiMe Validated By Validated Submitted FBC Approval Prnrovee status configurations) � ggsl- Manufacturer 9 ' - _ e :: bar si a - oo r L Th none Tru FL -Clan c. rid Sm th STa - _ - - 39 88 Glazed Nnnrafal.6&# .: quakNon ImPact&quoi, laz 12131Y2022 No:. Yes No ! NIA inn 2D29 Nitlrmat. PST Industries - e ♦Aa'. tl -D-VAI Joss Rosdw'drt Miami Lede.BCCo Celt and Da a BCC ... 9 ieU52020 f110�2020 ,.. , , 1/9112020 `1' -. _ Approved .prod Rewewrt 2020 .. rill Wind— Do— Brent Sitting., Lais RI—,, Ple ,Steven M. rich E Btg.4. M Ulrich. P 101DPil2020 0)082020 t 10/1912030 1p115l2020 - roved Arn.:,. Rfilnnatlon. 202p _ PGTtdostrfe n s Jan. Rosovskl Mfe "-Da CCD:. E mi-Dad D- AL n nn de RCCD R Mid a BCC V. :. , - /1 20 rove 11N52020 11/051Z020 111 /20 App.... d. Composite. Edge Fiberglass Single Door Cat4awy: Wrist—: (941)486-0100 (/86) 315-2890' Categcryt Winds- "im) 395r3300. PE 02514 (717) 317;8454 Categarg Wind Ws (941) 486.0100, (786) 315 2590 (fnsiMnp/Outswln, X configuration) SuhCatdgwyt Fixed )rce vsN@pgtlndustresic subCategary; Muleons. batlingerginWM.com suheafeggry! Mullions loso'naklMpgtindustdeae 10 } Thermal-Tru_ Fiber Classioerid Smooth -Star Nominal a&#3g 8&quot;Non-impaci&quct, Glazed 1213112D22 - No Yes No 'NSA Cwhi llance indeed; Certificadan-Mark -er Llama om Compliance Mathod: Evaluator Repot from a Compliance a48Mbtl; CerNrcation Mark ausing inn Compostla Edge Fiberglass Single Door with ,- ,.' ... Florida Registered Ardlhect or A Ucrosed Florida _... SkleiNe(s) (Ins,finglCUls wing; XO, OX:a OXO li iF 3:R24Rodriefs _ " - - -.- Professional Engrne ... PLkMAlf$ Products 11 - k ThcrmaT u Fiber Class sand Smoo h & a 9 n) ,. Nanv al 68#39,8$ uopNon ion not Gazed 12131 2022 q pee No Yes No NIA . as Qualls,As an d r.. Avvrevdd for AbprtrvddfprDae :.lm^ t _ n fig.. ,. F dot YAX:prod, � A�4 _ , , .. ",: k, . , ,":: LSD .:. . , .:,: , „ . , ':. .. ., . `: , < ,.,::'. :.';. ... , . , .: ,, " , . , , :;: , _ - -., Quality Assurance ,,... - - Apprpyad ',tor Usa ARdfnr.Uae i�,g@S Ilg3iffi ;. -. Do .. Oomposlta Edge Fiberglass Douple Door with of �; Praau�odd. Number or ri .. Ikoducl 0eacrldlon Contract Exmrellon Qate in HVHi ,Si4lanl. ,Outside HVHZ. s - pre=urea ::,.: ., r. ..!. .. "- ,. ,:: .;. ..,.. - ,,.. ,:.., ,:.--see,e: __ Product Madaf. Number m,. rod m Na a product Desedot Ion ContraCl Expiration b Outside tPressure -7,NytIL Qrr gggi@1a{L _ o )tea (inswing Outmning,.XX or gkXO ' e l " j ' 1 g; : PW-b42a tlarga Missile linpacti Vinyl Fed Wridea 04130J2823 Yes Yes.. Yes NIA Quality Aswrapca� Anurovodfor Use A,glovad r use Immet Dasibn 1 Mullane forAll Doors d Winndoere mminum Mulleins 05126 26 Yes Yes Yes NSA wfigtSld odnitguradbns) sap# Prpauaraotldi. Number or Namd Product odiotron :carurad EYp"vaaan oats yg�yl J� ouiswo rivilz' esi Resistant Press Pressure 12 (_Tharma-Tru Fiber -Classic and Smooth -Star Nominal 7&IS39,0&quokNon-Impact&quot, Glazed 12191YZ022 No Yes No NIA. 2 6784 Vortical ldumnum Mull" 12r31n024 No Yes. Yes WA - - Composites Edge Fiberglas Single:Door _ -- 0m,tAngloul3Ymg; X:vvnfigurertion) 18 m, Therma-Tru Fibe,01sssicand. Smooth -Star Nominal 7&#3g-,0&quotNon-Imp,ct&quobi Glazed 1213112022 No Yes No :NSA Composite Edge Fiberglass Sing Is Door with Sidelite(s) onsvungloutswing; XO; OX a OXO configurations) 14 n. Thelma-TruFieer-Classy and Saloom -Star Nrarhal 88#39;0&quot;Non-Impact&quot; Glazers 12T31112022 vie Yes No NSA Composite Edge Fiber®lass SingleDoor (Insiaongf00tawhlg` X gontgurstlon) 10 o. Tharma-Tru.Fiber-Classic and Smooth -Star Nominal 8&#39Ch&quotNon impact&quot; Glazed 121 W022 No; Yes No. NSA.' Composite Edge Fiberglaas Single Door with 0neJ S nfig.(a) Qnsvadng/O itsvhne )(0, OX a OXO Florida De Department Of Business &Professional Regulation panel M1 Florida Departmerd of Business .& Professional Regulation eg ration Pagezaz Florida Department of Business &Professional Regulation pa Page 3or4 1s p. Themts-Tru Fiber -Classic and Smooth -Star mniigu(s) Nominal-BMS;O&quctNon4mpact&quot; Glazed 1213112022 No Yes No. NSA Building Codes and Standards. 1W2021 Building Codes and Standards. 109rD21 Building Codes Standards 916/2023 composite Edge Fiberglass Double. Door with or wiNlout Sldeidos (InswInQlOutisnuing XXor oXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W configurations). 17 q. Thorma-Tru Fibar-Classic and Smooth -Star Nominal 6&4*8.&qugtNon-Impact&quot; Opaque 1213V2022 No; Yes No NSA p _. Composite Edge Fiberglass Single Door with Transom(InswinlCutswing O/X wnfiguretion) - -- -� .. _ ,. 18 r.7herma-Tru Fiber-Claeeic and Smooth -Star Nominal 68#39;8&quol;Non-ImpadhAqua, Opaque 12151/2022 No Yes No NSA _ Ta4_44 - - _ _ - ;r Entity or P51.4 ,Qaie .Date Petialno a �°3 tE+J.-13L4[: to to Pate Pending. Oslo 3� Sri* or ,I� gate Data Pending state , .... Composite ' Ed (n m le. rvnth ...g. Fiberglass Sing]. 1300 . i4.: ]Yng. YSRIbn Mp(LgfadUrer - Cor=tad Enhlnear License Validated Bu _ - Validated Submitted FBC Aparaydl Approval Status 'v- T t.-Cl.FJBD manufacturer nt Latt�ecc t Enoi,radrB U-sa' Validand av t Validated 8uhm kaA f�, CAeorabal :coyd �@�$ Nam �t-1— eras �=�' �igD Madufacturer. .. ..... n Shakiest a. License Vellud"6y �fBGt Validated d FBC Addrovai r" tat I • aA89.£lBli �.�.$ Siderfors)and Transomatareel tssang, OIXO: ran e OlOX or OlOXO aanfgUratlonsJ .. R.evrston 2D20 - - James Handle Bui%On9 Products: lac. � -evslon Chad Drorclis V. An4mi/Tait Jakneoulnard, P.E.E. 01l051302i i21142020 Oi�r2a21 ding PBG Apprr '20?0 Alslde.. Thompson y^ � ye, Nick Thom Lyndon F. Schmidi-P:E R nJ. King;P.E 02n52tl21 p2n52021 02222021 04/131a921 Approved RaNabn 2020 OAF Michael such Roba[Meminen John W, Kneaevich, PE 12179A2D22 121i7/2022 12202tl72 02Ni/2a23 Approved 19 9: Thcrma-TN Fiber-Clamic and:SmoothStar Nominal 6WW$8,glgtNan-ImpaGMquot,' Opaque 12I31(2D22 No Yea NO NIA Category: Pan@( Wells (9091545-9359 PE8i662 f3&1)367-2526 - - Catogay: Panel Walls: (330) 922-2389 PE43409 (913) 7P-6555 Category: Fiddling (SOD) 76-3411 PE 59166 (954) 772aZZ4 CDmpesito Edge Fiberglass Single Door with SubCaregor n Song ch,,dAk-,.ka@lemeshwd Subcategory; $olne iithompepAaside.com Subcategory, Asphalt shingles msth-h@W-cqm mi L, Sidali e(s) (lnsw ingloutsvna, XO. OX o OXO - Compliance Method: Evaluation Repot from a —am cornlellanea Method: Evaluation Report from a Compliance Method: Evotuallon Report from a Continuous Head and SIII. Configurations) Florida Registered Architect or a Licensed Florida Florida Raglctered Arch tact ar a Licensed Fiords Fiend. Regl.teredArshltect or a Ucansed Florida 20 t Tharma Tru Fiber-Glzasie.and Smooch -Star: Nominal 8&#39'g&gWot;Nw.rnpacttlquot;. Opaque 1213112022 No Yes No NJA. Professional Engineer - P,Oeseiidnel Engineer. P,dencessal Engineer isFiber .Sinle':D -w Composite E be lase Door with ,..,. ..: _-: ..: i•_ .. ,: _ ,: -,: . .. .. _ -aa416f2d.A3a- de s nsw4n Outsv4n XO, or OXO a lrteC) 4 9' 9, X -FL�`f9192 a6 Prodcc_ d s .... - KL#t5272 R Products-_,.. 5 , _. _. _. .-_._ _ ".- - is F�J'educta _ - Continuous Head and Sill configurations) aualarAssurarm Aparowel rot Uso Approves for Use � Deslan Ovalb Assuranca Aodmvad for Us, -Avordvad for Usa. ct Imes- pXri&[l: OuamvAssurance pact. daeeipn Approved for Use .Approved for Use Ion " -.� 21 u. Tber a.T FlparC ssicandSmooth Star m Iv la _ Nominal 88#�'8ti NonI uo lazed T1312022 berg; q ,t O. 2. 1 Na' Yes No :' 1:. N.A P Product Model. Number or Norma Product Qascrlpllon Contract Exiehatlati Dare H lll�i� Outside Hy" Re s ' _iLiglti re P_.i!!r4 9eeM Product Modal Numhacoraame Product Description, COMraat Exnlratlon Dale, , h XVHz outside HVHZ RdslstaM. Pre59pry. 9,gq Product Model umber or: Name Pro uct Deserl"all Contract r ion Q gi HVHZ Resistant Prerrure. Dale lrr :. OUNI&e MVIiL 1 Composite Edge Fibe lass Single Door withS�e melt D P rrtsv 9 sddite(s) {Ins1Mn10u�vAng, XO, OX or OXO 1 Camplank Lisp Siding `�" fi"ar-ce ant top`aidin 12131/2023 d m 9 Yea Yea NIA N/A 1 u � a &q a2T&quof 8o Ma.: 8 1213 12023. VC , r Sold Vinyl d>k 1 N4 Y es No FIfA 1 _M�'j GAFA k.R Shin ks to use Cnon a spha vof p us Fe -HVHZ __bpJ Fib ass ralmace .3-tab,rant a terminated, 5-taboo i21162025. u9 dn t d 'via Yea NIA NIAcm I �W 0 Continuous Head and Sill configurations) 2 HardiePbnk Lap Siding dber-cement lap ak&is 121 0023 Yes Yes: NIA NSA 2. b. &quctAhisnca i4&num: Soft Vent or Solid Vinyl Soft¢. 12Kn,z02t1 Nor Yes No NfA Iwlsdk0ais hip/rkYge esphelt shingies - = 22 V. Themta-Tru Fiber-Classicand Smooh-Star Nominal8&#39:08quokNon-Impad&quok Glazed 12731/2022 No. Yes No NSA 3 c&Wd:Greenbrka VNrtege Beaded8iu: Son Vent or Sold Vinyl softy 12431=3 No Yes No NSA C%'4 v ter- = Composite Edge FiberglassSongle,Door with 4 d w.t;D5&quota: Sdfit vent. or Sam vinyl swla 121312023 No Yes. No WA Q `-,y cc Sidelfie(e) QnswinglOutawing; XO, OX or OXO 5 a &qud:ehertar Dakdquot, somt Vent or Sold Vinyl SottR 12/312023 No Yen No NfA CM C4 23 w; Thermo Tru-rFlher-Clamic and Smooth -Star Continuous Head and Sill configurations) Nominal Oa#*,a8Auot;Non-)mpact&quot, Opaque 12t3V2022 No Yes No NIA 6` f. 8qud�Super Span&quoE. S.Ift Vent or Sdd Vinyl.Sefit 121312023 No Yes. No. NIA � ,wJ"M I.L.St y CC L'i Composite Edgo Fiberg Door Panels with Vertthd t� i C4 Siddder&) QnswinglOulswng; XX XXXaXXXX oonfgrurabons) - - ,, R7 _= � CC= 24 xTherm-Tru Fiber-Classp and Smooth -Star Nominal B&#39;0&quo;Nonlmpact&quot,Opaque 1213112022 No Yes No NJA - Composts Edge, Fiberglass Door Panels with Vented Sidel@e(a) (inswnglOutswing XX XXXor )DCX)( iz u?•1 Gz .,,,, oonfgurshorls) ? C 25 y. Tharma Tru Fiber-Classlo and Smooth-Stor Nominal S&#3g;88quotNon.Impactaquot Glazed 12fS112022 � No Yes No NSA- QT C3 .,"�.,. � Composite Edge. Fiberglass Door Panels with Vented Zt s de ae(a) (nsw rig ougswug; xX pCXor xx a Florida Department of Business & Professional Regulation Paget out Florida Department of Business & Professional Regulation Pagel oft Florida Department Df Business & Professional Regulation page i on --- 2t t! configurations) Building Codes and Standards 1002021 Building Codes and Standards tlrvzdzl Bullding Codes and Standards 11612021 = , W v -0 26 e,TharmaTwFiber-Classic and Smooth -Star Nominal 8&#W:0&quot;Nonlnxract&quctGlazed 12131/2022 No yes No WA Composite Edge Fiberg lass Door Pa nets vAth Vented ,, tW M C� Sidelirels) QnswinglOutswng, XX XXX or XXXX- Product Approval AppReatlorn Detail Product Approval Application Detail Produd Approval Application Detail �. = , — ' , oonfigumtlons, ,) a s= - - - , � � _ � - r, �- - � � � � � � - �. � - - - • 27 -za.Thelma-Tru Fiber -Gossip mid Smooth -Star Nominal 8&#W:8&quotNon-Imp2d&quot Glazed 12I31t= No Yes No WA a E Composite Edge Fiberglass Single Door with 3&i3O , .. -, � ' - f� o adelite(5) pnsw riglOutswing XO OX or CXO � .. -. - Stith, or 291. $3g Fate Pending �ro Coe Entry or pate.. Data Date Lending gttg ode EMIty w 2a ,tea Date Penden ggjs CL � 26 zb. Tharma Tfi,l FlbBf-Classld:and Smooth -Star confl uratlpns 9. ) --: Nominal L68#39,0 &quot;Non Imgaact8quot, Glazed '12r3112022 No Yes No NIA jY);e. V facturer �Btq� Engineerrd, ltdmse Validated 8v Vagdaded sanmtnea FB I CAoomra $i81Ue. V 1�i@ U� Manufacturer c' Envinaer&Licwisa Valydetaa Btr coMa t u VaNaetod submitted FBC Approval ' v Aonro se, 9te4rs a. Vdrslurl ty+L Manufacturer contact PribNiaer&Lleonae ValMatad'ay ore PBC van A ad gt Validated Submitted Appro. atue Composite Edge Fiberglass Double Door with Revision 2020 7AMKo Buroog,Protluds LLC Kern Eden Robert NkrtVrren Join W. Knezevtch, PE 1ii1T42D20 owano2o iaJlZi 12715r202o Approved Reveller _2020 L.V. Thompson. Inc dpa;Thompson Architecture Tony Christman Zachary R. Pit" Steven M. Unch, PE 09f17r2020 owisno20 0912ma2a Imars02o Apprn,red - Revsion 2e2d Force Metal Products Inc. Clark Jones James L. Suckm- P.E_Q Steven M. Urkh. PE - DD7272020 De25r2020 10,042020 12A62020 Approved Z 3&#39;0 SidfA'ites(InswinglOutsgrng,; OXXO - Category: Rodrrt9 (417_sdeig84d PE-SE1D6 ieyy)772-622A Metals CorinpanyrTAMCt7k i613r248-30.%- PE-74a21 iTt T)317.8459 Categor}: ROORng 1904)783.8400 CBUCK EnginaerMg i,71?)317.8454 29 za Thonna Tru Fiber-Classigand Smooth -Star g9rminal tlon) Nominal 8&#390&quot;Nvn-Impact&quoit Glazed 1213d12422 No Yes No WA Subcategory: Ursheleyments kern etlen,IJtemhp:com Catogary; Rotting Subcategory: Roofing Acemsorles that are an- 1cnyQgomete6od ng.com Subcategory: Roofinp Accessories that sure se Integral Fart ofthe Rooll System e1.k �flamca:com PE31242 Composite Edge FtlOrglesa Single -Door wah 3&N39;0 Compliance Method: Evaluation. Report from a Integral Part Dime System Compliance Method: ion Repodfrom a Sidelite 6. Inawin lQutevin , XO, OX OXO i 9 9 FloridaRegistered Architect era Licensed Florida() d: Eiing Vent Compliance Method: Evect Regis hit-t aLicensed Floddo 30 zd.Therma-Tru Fiber-(dassic andSmooth-Star configurations)Professional Nominal 8&#39;0&quotNon lmpaet&q(acfi.Glazed 12r3112022 No Yes No NSA En9inear :.:- ",_ ';- -, -,- Fidntla-ReglstaredNchitedwa Ucmn�tl F or. U-s Florida Professkna Engineer Entimivalidectw Proressanel En�nmr Pir.1 Corn EdgeFber lass Double Door wAlT D� a FSA'Fz12s-R9Praducts-: - , _ ,,.. . - -.-= ,. _, 'I .•.. _.. - 9 s Rpd d ,. 38t7S905 Iltes:ls n)Outsvvin `:-X de, n V4 o XO 9 :.� ( 9 mnfl. dmtlpn 1 ;u Qual N s ancd A suY Aovrpvdd for U4e Annrnv-ed car Ulra d➢1P;3Et .-.. I2tiai9e. ,, 'F' a,Rarprpducts � -,. s., '.', ". : �.. ':� �. ;, r,,- ;:, ,.. „: ;, .. , ,. .. � - � ' • '� .:.:. ,'. .' '::, '' .' { - ;, " `',• :. ,,: .. QuaINVfl88wa1Re. , ', AppreVed for Use Approved for UBa., IfnD2etVision 31 r a_.L can -S1 ' zs. Them Tr Finer Classl d Smooth er . - - i In 9 g -m tSa 1 11 & a Sheller 2/3 2022 Nominal 7mpo N o Yes via NIA. Se_v k, J:rdud Model :Number orName e P Cankrt ExoiraElon Date De radu t acdpHon 4 In HVH2 O tsrde HVHZ � R esistanf. :Pre a- � Rualty ASSUranae. —'— Adafdyed for'U9B. Approved far Use ImoACt P55Jg11 s•g a Product Mntlel. Num rpr Noma. PrOdrot Dea'erlottpn Comrad Exoiratihn Data I DuCprdo HVHZ tt � Pressure it rig Glazed Series Composite Sage Glazed Fiberglass Singly. Fiberglass 1 TAMKO Root Underlayments (HVHZ) Roaundedayments rouse In FBC HVFft OB7292023- Y ea No .NIA WA en:# productMalel. Number Name praduct.Descvlvdan cadred P.xoiratian Dam :in HvHE -outske trvitY Rasistazit p�a�ra 3 3-FLAMCoa§uol:RV iO RidgaVenl&quota Aluminum R)clge Vanta far Wtcliedrools febnretad 171312024 No Yea via WA DDor Nth "without .l&#39'2SideMe(a) Iluisdisfars. 1 TAMCO Flat Top Off Ridge Vent with Banta for Tie 26 gal• static roofvcmllow,vith baMa 09/092ri2e. Yea Yea N/A WA from 0A25'Aluminum (Inswing/Oubvivi gl; X OX XO ar OXO configuration) 2 TAMKO Roof Undedayiients (NON-HVFQ), Reaundedaymente for use in FBC ncln44vi,a OBW2M No Yes NIA MIA 2 . TAMCO Gooseneck Vent 28 ga; 09109202E No Yes NIA -W-52;5 )uractodas, 3: TAMCO Oft-Rldga Roar Vent wffb Banks 26 go. stairs reofvantilator with integrated battle 091092028. Yes Yes NSA WA 4 TAMCO Round Top Off -Ridge Vent with Bat)fe or Tllo 26 go. state roof ventilator with baffle 0910812026 Yes Yes NJA WA Florida Department of Business & Professional Regulation Page, 1 oil Florida Department of Business & Professional Regulation Page1 aM Florida Department of Business & Professional Regulation Page f of 1 Florida Department of Business and Professional Regulation Building codes and Standards 17h2n21 Building Codes and standards 1,7M21 Building codes and Standards IW2M Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Application Detail Product Approval Application Detail Cn .. _ . Em ^^ - _ .IF= cede bilb or Dig. Date Date Issoding ➢pi[Q Code ROW nr [let- Data .Data Pmitlitm Da(¢ ode Early or to Qd� Data Patrgng me jygg Version MaguFactuter Cat Enelimer&t-ftc— -Validated By Vallosad Submitted FBC Agnmval AAA�Ved 21atus 1Tne Very Sian Manufacturer Contact Slimiest&Us,— Validated By Validated submitted FBC Aoomvei 9psrnel:4 Status 1�a Version Mauufacwrer 'Quill Eri0lnaer&Ucartse VaNdataa By y46�gd, 9g4mU3S4 PBC Aobraval to anus FLfJ6258 R31 ..• Rewswn 2020 1-- cal anon .. rlah'PE Katrina. Jolley James L, Buckner, P.E. haven M U .ley 11232026 112312020 ::.... 4i292020 din FBC=A r g.. pp 20 Revslon 2D. Bata:... I Rootin g Robin 1 uniform I Anoarsdn.. bon APMo Unlf nn evaluation G W: Walker art.:: 91N312 20 11N212020 - 9 11N8}2020 ra+ti ApP.. d R VeiO 0 0 e I n 2 2 Global Protedl f utis LLC. M P Dd RooMaa Walter nlht Jr PE, John nor eylE' Th11 n W 4 ,. .. W K a ch, P D 0 1 (i20. t. D raved 99A182 20 0910b2 20. O/D12 2I152 20: A pP CD Q k -Date- P�.1.��%,���. '�.PC Status Cate o !Rootn g rY 9: (501)9836183 PE-31242 (717)317.8454 Cato o'--R.eAhg 9 +Y' 9 (8D13390-g091 somiea LLC, (205)854-0iN Cate d !Shutters' H ry 954'689-7545 PE-44167 954)7726224 (. ) Re, Manufacturer Contact p� Fpgineer& Vandated BV Valid . .. Submitted end) g, gppro Approved SubCateggn" Reofinp A...aaksthat are on klelley@bciansocom eWCatdgory! Roaring Tifes Copmpliance Method: Evaluation Report from RoNnAndersonCtimLoo m subesusicry;.a.. Panels tlm:rehinsm@gppent,co 2p2D License Revision POLYGLASSUSA Maur),Alpert, JohnW. t0726YLD2D t0122I2(320 FBC 121t5f2020 Integra Pan ofthe Roofing System CmmlancaMeepd- EvaluationReporttrome a Product E—I.�tknI,* Compliance Method; Evaluation Repot tom a Florltla Registered Archkeciw a Licensed Fbritle m Category: Roofing 59542331390Smaie DI lass -.in Robert Nleminen Knetzevich, PE 8 �: 8 p p Y9 $ilproval Fonda Reg aeredA andectwaLka xd Flo de, F L87gd9 R12 es' ' Professional EnWneer Subcategory: _' PE 5916t3 954 7726224 11101f202Q Profosslona Engineer , .., eu-1 , , -!; , .. . :! , P' Li7i507�R&Radu p m :: � � � , ..: ,. ; -,. : ,. " Vr1d$fla Y1tS: „ ...,.. Yr:#T7tbz-hs:Pfmiucrs �.: ,., ,� ,. ,, '. ,..,, : : . , _, ,.::.° <. ., ', .., ., , , , ,,, . , , ;,. OuaIlN Assurance Irrolrodfar Use. .lip � A nnroved. ar Use idll¢�i I2�Mg _ _. .. :ry .: ..:. � ..., ,. _, � - :.. , � .... _... , , „ _ , :. ;,, : - _.. - Compliance Method: ,.:: .... :. O.va9ty Assurmtee :Approved for Use -- Approved fat Use N1Ea� lOaslan Sdp# t8- Product Modal Nume, Cou Norma 6azgny-tgtake,Slale; Cbuntry 51e[e, Sort English Flat Profle-Den er, :Contraet15IM20 Data F1atPtofild-DenVar,CO 12131f2026 -Lt HVHZ No Dutstye HVHZ Yea Resistant NIA P[rjg$yjg WA 12n$ RoduEt Mdtlol- Nwnbdrdr Name Gtitallty Aasu2nca� Product Descriptor, Iona er Vast - Aowwrcd tar Ube ADDrdVad.for use t gn�z Quoildo HVN2 R4,Mant �(Qygg(g Evalation Reportfrom � # Rp runt Medal Nicobar of KUM Product Dascdmwn Contrast Exdiration Data in HVHZ Outside HVHZ resistant as That& as.P; Impact Florida DecrAr DA-dwTRl-Buiitback-ftirDA-0 LowPrdce,polYpropye,PlywodDackVent 121102025 No Yes Na 97.597.5 17 - Saran :s0uson. Shake B:am;SIR Shake Y P p Flat Profile- Stockton: CA 1213112020 No Yes NIA NIA 1 20 Gas. Gelvanraed BYeel Storm Pe 1.1-I'Vt¢ Corrugated Galvanized Steel Siam Panels retained 1Z'312023 Yes Yes Yes N/A f� ArchitctoraLicred ' ArChIt2CtOraLICOnSed Mechanically Plywood Qeck: 1B: 9 Saxaty86g- Shut e, 5haka:9:emp, Split Shake aaxdny700-ShakeState &amp:Split Shake FIatProfile- Rialto, CA 12131202D Fist Profle-5tocktbn,CA 121312021) Na No Yes Yea NJA: NIA NIA NIA 2 24Gage CavanlaedSteelSiamPana91NHVHZ or not bytrecks to provide humane protection, Corrugated Galvanized Steel Storm Panels retained 127312023 No Yes Yes NIA �i Florlda Professional Engineer 20 27 5erony700-Shake, Slate&amp; Split Shake Telae Espena IS—[— Flat Profile-RIa9o,CA 12131f2020 High Profile - Katy, TX 12/312020 No No Yes Yes NIA NSA NIA NJA or norNtracks toprovidehurricane prctecllon, - Val/ �e ( ) F'L1Y M-R31 Products 26 mile I— Rohe - Katy. TX /24,12020 No Yes WA NJA QygliSyAssoMlice Aggray(U Use ApnrovedRrUse GerdragtElg2iratlan in HVHZ Outside HVHZ Fib e i pia gg Pressure �/, s�q# Productalodel,Nurnberor-Name. ProductOnsert'iol Date 1 PolydamRoof Undedayments Ropingunderiayments 10121120T2 No Yes N/A 4NIAt-622,5 �a� 1 Polyglass Roof Undertayments (HVHZ) Polyglass roof underlayments for use In FBC12/23r2023 Yes. No. NIA NIA � � V HVHZJudedictlons; 2 Polyglass Roof Underlayments (non-HVHZ) Po(yglass roof underlaym ems, for use Ih IW2312023 No FEC non-HVI-izJurbselctlons. rYes NIA +NIAI-M4 Florida Business Professional Regulation Florida Department Business & Professional Regulation Florida Department Business & Professional Regulation O 1 Polyglass Roof Underlayments(HVHZ) Polyglass roof undenayments for use In FBC1212W2UZ3 Yes No NIA NfA Department of & Codes and Standards Page of 1 1125rA22 of Building Codes and Standards neat oil inreazl of Building Codes and Standards Page I a1 irrr 021 HVHZjurisBuilding CL 2 PolyglassRoof Undsdayments (non-HVHZ) Polyglass roof ufdenaym ems; for Use in 1712312t723 No F C non-HVHZ u Nsdlodwris: Yes, NIA. +N1A7-022a Product Approval Application Detail _ Product Approval Application Detail Product Approval Application i••� 0 1 Polyglass' Roof Underlayments(HVHZ) Poyglassroof urldedaymante for use inFBC1212312023. Yes No NSA NSA _ - _ _. ._ ... _ „. a -- - 'v - HVHZ jurisdictions. - M - - � . • A 0 < 2 Polyglass: RoofUndedaymerits (non-HVHZ) Polyglass roof underlaymergs,for use In 1212=023 No Yes NIA +N1Ar-822S CQ({g, Entity or Data Doty Pending a ng� CyiQg, - - - F�yly or , Date: pass Qato Pending t Oete. �opq Qdr[IN or gd(g ,r�[g Dale Pending dot FBC non-HVHZ jurisdictions. Typq Version Manufacture V' Contact Engineer &Lldyrise Validated B4_.. Validated Submitted FBCA meal pp Approved � Status 7](� YRt9ig] Mapufadurer C in.ar&urns, Widened By o�[ar1 .,frig Ali Validated i. I redo 5�{$@ji(� PBC Approval ,Qpprm=etl ._firs St Tvoa Veislon Man wet Manufacturer ... Cdri[ad Eaomear&License Validated By IV..CLdaEad ygubmittad FBC Aoodiva-I. ggg�yad Status, ' `e�� 1n Polyglass:Roo4U dertaments HV Z Y ( H) Poi lass roofunderl merltsflxusetnFBCt712312023 Yes y g dY N NA A Revision 2020 and Glass AIIAmorf. ikeB rb n r o. P. T Bisho P.- a ten Frank pad, coy p, E 10128/2020 1011aN2020 1110512t)20 12115l202D ApD rued a 19 p R v i n 2020 Alpine p StuartLewis[CC Evaluation Service LLC Wdlrain M.'Rameri PE - 10/3112020 1022/202D 11NSS2020 11 A1513020 Approved Pr Revision 2020 dine Commercial cinaste. Praducia.lne. Rosen of Is Samuel A. oreenber John H N p n pa' 1vt Dz0 1v1 2aza 122srz020 an FBC , 6/z 6 g U HVHZ jurisdictiorts. Shutters Categoty'Shuiteis (561)712-92382 PE-0046549. (954)947.0880 ( Caasgwy-SWcturerCmiponants a,bcategpry Truss Pat. (3211710-3377 (40i).881-1917 slawx�aignedw om Ca[egory: Structural Components I043)859-3707 PE3d245 (552)586-5311 _Apr 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof undedaymems, for use in IX23f2023 No FBC non-HVHZ jurisdictions- Yes WA -WAI-622.5 Subcategory: Storm Panels Compliance Method' Evaluation Report from a a mlXeb@allamericanshude I$.com Compiiane Method: Evaluation Report from a Product Ever ono Entity Sub"agory: Prorates Introduced a a Result of New 7ectmoorly Evaluation areeaatgatw@yahoo.ccm Florida Registered Architect or Licensed Florida "' '- Comphanoe;McWod: Report from e Professional Engineer -. ,. - ., : -_ FL#1N ,, " ; ,,, ' aP bdunis .: " --, '1 • - - , �. ,: -, Florida Regidared Arch tsct:pra Licensed Florlda Professional Engineer ,.. -,,., - , F BB�,S PTYJddet9 ',.) ': _ , . - -;: '..;, ,_, -, asln - : QualltyAaaaa Apwovedi Use ApproyadferUse wow DesignO 5e 9 o Product Model, NumbercrN�ma. Quallty Assurance Aoprovadfor Use ApprovedlwUse Product Description. contract Expiration Data In HVHZ. Outside HVHZ. Impact Resistant Pressure SOON. I ProductMotla- Numtier or Nam) ITW SCG/A Ina Higher Strength fH&amp: e) IP Product. Description Contract Llrohatlon Date Metal Connecia Plate i2IS112024: In Im Yes Outside HVHZ Yes ReslRtttt slats 141A Pressure NIA. a'r1774-Rfi Rddacts Quality Assurance _ Aow,nrid car Use Awravad for Use IglpL. gasm 1 24ga-Galvanized Steal Storm Panels 24go:Galvanlzad Steel Storm 12f31f2022 Yes :Yes- Yes N/A 2, ITW BCG/Alpina Hinge Plate. Motel Connector Pieta 17131/2D24. Yea Yes NSA NSA #. $S-1 Product Modal. or Norma WC— Product Description Contract EirolrationDalP. 1 N` Outside HVHZ I `. ice, i_ ''! et BSli.3lSili -0$1282024 3i 4 ITwecGINPIr, Ttulox ITW BCO,AIPIne Wava Metal Connector Plate 12t312024 Metal. Conriodor Plate 12/312024 Yes Yes Yes Yes NIA WA NIA: NJA 1 Quality Preeast a Commercial concrete Products Precast and Prestressed Concrete Untels NO Yes NIA NSA n, W M 0 Cn Q.— Florida Department of Business &Professional Regulation Page 2w2 Florida Dapaitirerd of Business & Professional Regulation pegs I oti Florida Department of Business & Professional Regulation Pagel aft Building Codes and Standards 3M2023 Building Codes and Standards W412021 Building Codes and Standards 9rar2o21 1 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O ���aa�� L V Da[ Q� Date Pentina L1ate _ wc a � I Entity Da3§ .ems Data.Pandirw lids —: Elt Entry or � a — 2Z& €1. 1�0 2M Dati, moilno �{e L Type Version Mauuraeturer Contact snalneer&Llcourus Valdead By Validated 9uhmltt.d FBCAb0-11 A roved aelve age Version. Mmwg&mct m Costar[ Envrrreerlk License _Validated: Validated a i FBC Aporovai Annraved .status i'La VerVerelen 111-ufactursr :Contact Endibaera Llcanse Validated 8y Validated S� Fad Approval :eggr_w :Status.. C Revision 2020 MITak Inc: Erin Wakiac. iCC Cweluetian Service. LLG: 1CC:EVdIUalldn.Eerycal, A1103f202 3 1 r202 220 2 a1703/2tl ?3. r Approved APP... Revision 202 D Wa arhaeu'ser y a LLC ian'L r P E Roh Baldwin ICC Evaluation ah m , 02102202Y 10n 317A20 02'0312021 Approved! Aix Afllnnetkn 2d2o Npha Aluminum, Inc. Jose 9tiva Luis R. Lomas Steven M. UrICN: PE 1' 11/16i2020. 1 n6r202b 2. " tl 11 02t12 Apprared Q Category: ShudaatCcmponants (052) 896-8635 LLC. Catagay_ Structure! Campcoents (253) 824-6478 (8g8):838-3288 Category; Panel Wells, i407) 505-2008 PE-62514 (7171317-6454 Subcategory:, Trum Pastes eoalden@riui—in (205)5gS-98N SubCatgdN: Engineered Lumber Complance Aft too: Evaluation Report flan a Reshert B.AA•dn@weyerha. ...I.— Soffits Subcalagdry:ethod: atphealumjnuminc�yaho Z Compliance Method: Evaluation Report from a Product Evaluation Entity Product Evaluation Enmty Fonda Registered Florida Re0laterod Architect or. a Licensed Floritla. A, €vautor. Report wi o:com • r 1re7.k1trba'gGucts ,.;..� ,.,.,_, .. '; ,,.... ;, : :. ,: :, , .. ,: ,.. ,,.: ,. .. ,,, ,> , .: ,. s:. .,, - . ::, -.,- _. .. ..FLilBeareRtd;Rpdta . .. _ .. - .. .. :>. �. i'. ,. ,.. ,':`;.11', Profeselrnel Engineer , - 'P1.Y17HrtA4'rLi':Rodddis'': '"_ '' :.' 1.' '' :'. Q cundi(v Aasua— Avwoviegaartis, ApnrdvedforUda im9aet Desigq Quality Assurance ApprovetlforLse Aporovad}or Use I F 1.. fir.. .:: -:: '. - __ - y ; . ., . '. _; -; - $€.9-g Product Model. Numbs or Name Product Description Contract:Expballon Date btL1. Outsr* NVH2 &�i�Ut Pressu � Saq # Product Modal thimtierer Norma Product Deeerlogan Contract Eawradon Data in HVHZ out" HVHZ - aestatant P ss re .. Quality Assurance - .400roved for Uae Approved Tru Use IlppeCt Design g J 1 M18AHS -Ni go- high strength Puss connector plate i21312024 Yes Yes NIA N/A I PAcrollen LVL Laminated Veneer Lumber 03131f= No Yes IVA N/A 199A product Model. Numberw Name Product Description Contract Exairation Vats in HVXZ Dutslda HVHZ Resistant Pressure a_ Z hall16 16 gal wssbonhigh strength truss connector plate 12J312024 Yes. Yes NIA. NSA 2 3• Paragsm PSL Tlmbet5frend LSL Parallel Strand Lumber- 03/312d23 Laminated Strand. Lumbar 031312023 No No •; Yes: Yes NSA NIA NIA- NIA : 1 Alpha huminvm sold 6amp Vented Aluminum Sotill AlphaAtuminum Soid.&arMVcntkdAluminum OTMOM023 No Y. No N/A 7 M1'11118 i6 gal truss dainactMplaffi 13131 rd024 Yes. Yes WA NSA 4 7,1 Firm Board Structural Composite Lumber or0rtentedStrand 03131,2023 No Yes: N1A NSA: CMU &amp; Wood SpXIU CMU &amp- Wood 4' M71181,15 18 ga, high Strength truss "rinsda plate f V31/2024 Yes Yes' NSA WA beard Rim Board 5 MT20HS 249a. high strength husecannedorplate. 12J61r2024 Yes Yes NSA WA 5 Wayttha ousel Rim Beard Criented Strand Bird Rim.Board 03Y31r2023 No yes . NIA WA SHEET NO. 6 TL18. MT18 18 gal,. truss calnect"stes 12/3112024 Yes. -:Yes- MIA NIA 7 TL20, MT20 20 gs truss connector plates 1 V3112024 Yas- Yes NIA WA March 6, 2023 PA 1.1 Rorlda Department of Business & Professional Regulation Pew i oft Building Codes and Standards SAVA" Product Approval Applici tilt 0st611 2111111 ftus ss 27lk A& cob Parrdnu Do tie Weeba Mmautotmi C4ii g Endnur#Llwma WIYnW My VAI#Ad Sys eewmall FBCAserovol Approved a*gi Anmlatlan 20M POIk rPanPBP CO n tYcl6n Sanwindow Joe di xrsnd for JemesL BuckrrerP.E. O 07M4r2021i Tl1412020 071Z017tl20 APpro4etl ftftwir U4lndom Robinson MwubcWwA884Clafldn CBUCICEnginsodrlg aebe-moor : MV* Hung (641 } 8214M (8B1),01410,27 ""Po$le Mo4hW: CorOapglon Mark or1-slingpepsprodu lepprongpe 'P1iEtt�kBtYEOgtllYlall Ile.i%m 9�Hummo Aaaiexod for Bea Annnved for Use jag as ggryg �B2 Protm Yed.L N ...r,.r a N_•^� PYeteenDeetAeHan Certraal brehxfen Osu I'S 1..Hm t 1 Senm 100 High Perbinnmde SinglsHung Wg48ogle Hung WSMOBr(gg'x721 OW17MC27 No Yts Ns +SDLW 2 Srlm 1G720 High Plerrormracm Single Hung NrOd Hob F%r manm Blnals, Hung Wei 06010027 No Yes No +5*m Concerts ITT x ttsl rZ9 8 Semselw s"Glowung Mryl EMS Is Hung Vise Cogxft(10W x M MI502027 No Yes No +40140 4 Servo 1(V20 Singlo Hung 'Aryl Bogle Hung TnplsCa go ft(10a"rel:S) OMSP027 NO Yes N0 +ae..35 5 Senm1WARngIDHung NrylSsglsHung TrollcmeaslmawrxSI owl3aw No Yes No +3" tI 8$im 1{y20Slnll$HUng )Aryl single Hung 7Wln 6OmpmW(72'x OW) OWlWC27 No: Yee No +35?45 7 Steles 100, anille Hung MWA Single Hung'Ti040mvtlis Vermar) 00110=1 No Yes NO +3," a Bwlesmil8kyIPHung VIV Engle Hung Wlnlowi4r x72) 1101702C2T No Yes Tan +3SV 53 43 8$1m 10R6SIryIle HUng Mry19lr1gie Hung WIn"(4r x56-1(2"): DaM8P2027 NO. Yes. No +361-3e 10. SMm10f2C Single Hung Vinyl Engle Hung WkWm lag' x aikl.r). - 0160027 No V65 No +310415 11 awl-lo 68kglcHung Wryleligle-Hungwndow(40•x84') 00117=11, No: Y$e: No 13" 12 8edes l0)20 slrgl$Hung M.ASIMgle Hung.W4*w(3r172•) g605=7 NO yes N1 +3SFya 13 series I= 81,015 Hung Msyl Engle Hog.TwIn Composto(721 x 03S'1 06mem? No Yes No +ww - 14 Sense IQ" Single Hung MMA single Hung TFwln 3bmpoage.(80:5"x58' MMI/2027 NO Ym No +Mw 10 SwYe 10RO SIIgI$Hutg Mry4 akgle Hung IWI C7on osibe(86.Sx721) NMTR027 No Yes No +30F3B 15 Sot. 1D20 31ngle Hung Veyl orale Hung lion Compoe6e;72'x re) 08MSf2047 No yes No +40lLo 17 Senor lom Single Hung Mryl Red WNi 801gISMUng Renkm floc x 77•) 10MW(121 No Yee N. +aulm -. FLa1fMJMtIy-PredrYY Aoubidb YiW Islets �NfH Ala Praised Mato. Nuobai will PrndmtD objetim ranfa � jOj� Gubib NY1R j�Hf. 1 156 aeries or7normesteror Encompass wAvadl High Mrryl HIM Pwbrmww Single Hung (42x72) ISM.7I7C27 No Yes No +aasg Pwlormenoo.8sgle" - 2 18C son. mThermaHror En omposs'arAwl High Mml HIM Perbmenat aingis HurlsTwon OSmi0027 NO Yea No +%w Porformanot Engle Hung. Gomposh e(17 x 0 l MI a iS08OH40 MThermaeGra EneompoesorAY2eia Engle Mrry18Ingle HUng Triple Compaese(lorx77) 0611502027 No Yes No +40140 Hung 4 1SOSorlomor7h"misrorEnenmasmwA>errfEngle Ye048IngItHungTripleCart4m t(106•x86:E") OW312027 No Ym Nt +3G;3e Hug Rodda Depar(merit of Business & Professional RaVation m" I .11 Building Codes and Standards end(!= Product Approval Appl(aatiae Debll 996 - - - Eft - .. z - j2aa Deb oae.Peas Dag, Tab wroiom MaoebeWror can" 9,Wmerl Uwmoe Wlidf6M Br NVJ bob ✓ aboftd FBCAMM sl Aeererod 8 Af mules 20M Pals CPmmoor Joe Heydon al WlndowondDoor: JdmmLauddnr,P.E* 0714/2020 07M42040 0742012020 Apprmed Cmegarse wmo*ws R04mwn Monvilmax rAspcl0lon CBUC'SEnglnmdng HebCaloil Horizomo1811der (641) 8214MM (60134214W 0"POasns Matbod: Csr6Mmtlon Mark& J30mg: weproduwdPproa4w Ilp.Com Rodda Department of Business & Professional Regulation Building (odes and Standards Product Approval Application Dated Psgol ell eMdaals S'r41(e 2ft ads Dew Pad. Of" . Wmld- Manubelurar ConMC Gno;nnrtli¢aesa VaIm0W sy � II red ayrbm_HW F64Aeerwsl A00Wed Soho AY moiler 2mm77141202D Pegs Joe HaydenHeydwe Sentll Winilovkerxl Dpor: T.E. Lunn, PE, C7! 42020 1.... 07/22/2020 Appmted CtMearr..WlydbwH Robinson MonulsowwAssodxtlon (861)0254466 Hmncobaailp Birgit Hung t841) 521-ON Gompgana Mader: Cerl>lloMlon Mork er UsOng, pwlepnipgyoNPPmval®pe Ilwoom ... Protect Yeld.Numbr arMame. ..: : .:... .MIMIIO[drM� Amsted b use .., Eaatt2fsd rir NTh¢ ouM'de Illa merI - Press, 1 Para lO Swiss Engle Hung Y4lndow 89'x 907 Mnyl NoMmpmt Sloe Hung Widow oeM212022 No. YIN, No. +4511 2 Palo 10 Sel anger Hong W ndw 84" xair Vinyl NOn•Implxd Binge Hung wmm OYMMO22 NO Yes No +45145 3 Pale lO Series Single Hung Wlndgw 54'. Or Vxyl Nor,4""d Sngb Fong VA*m,r OTOW022 Ho Yes No +501-50 4 PC" 10 Swiss single Hung Window 48" x 73' Vinyl No linpwrt Errs Hung Windor 071D912022 We Yee No +50tl-80 S Polls 10 Series Single Hung Wlndwe 36'xOr mnylNOngmpedlEngle Hung w1ndow 08=a22 No, Yes No +D®1S8 0 Pa4108erNe Bingla HUngWlndax y8"x75"VlnylNglvlmpect 8ggl4 !$ngWlntlps 07PQ&202 2 No Y p No +lW-1t0 7 PpM 10 Series single HungWlndew 52-IIV m W VIN Ygnl"et Engle Hung "Clow 1W17121308 No Yes No +001.Hp _f1Mr8Ha74m Pnulaewe ., til iiIM60CbY1� fiul a and For Dse ag j(, A" awn Awl PtWm Mead. MumbrarNwse CerarmtExelrellaA Deb in 14VN2 ouMMs HVHa Positive 1 Reb 10&AN Single Hung Window 38'xSIT Mnyl Non-Impeat Strait Hung Window 0812212021 No Yee No +4M40 2 Pe1a 10 Series single Hung wntlOw 64' xW Mnyl Nonlmpow single Hure Window 06f0e12025 No. Yes IW +46M9 -8 Pwlp lO Sense Single Hung Wind- 54" aor Vinyl Non-1.9out Engle Hera VA k. ORWO23 No Yes No +5*m 4 Pals 10 series Single Hung Window 3H"x Hr Mnyl Non-Impem single Hung Wkdow 116f22M023 No Yes No +561155. a Pala 10 Se/k8 Single llyng Winos 82.1ArX 6V Mny[ NOM4mpW Single H1sig Wlndo4e =1702028 No Yes No +810$D A WbA=mmo Aenra�N lee ll6.: Amend rug use kill" . egg -�+-..--�---.—+ � !: ... ` '. '. .- . , :• -. ra Prelim Nods]. Nnbw ormml Wol+remiin Dalm D Combnok Emlrnab to Hylftlsn Rutwnt Pft" 1' Swiss 11V20 eliding xPlrrdow Mnyl More Ydrldow COX Pr>a3.78-tY,2' x8p') 03127/2023 ram: Yes No +3" am M. Prrdm Model. Nwnbar or Mom PmeadtDomeddlen 2 aenm 10=SlIding yNrdas Mryl Sedirg Wino"( or XC.73-112'x3$') 00M812023 NO Yes No +*49 sores 108MIng windtir Woo lO Vlryl Fired Siding Wlndows 3 8erIm 1072g Sliding Window MrrA Sliding yulydor 17(CX, 104 x ST) (t3(27f2025 No Yes No +301-V 4 Swim i0t20 SIIOIng Window Mnyl Bilolrg Window (XCX. 1081x301i 0 7mis No : Yee No +3111135 Rodda, Dgmrbnm tof Business & Professional Regulation Building Codes and Sta6ldarda Product Approval Application Detail Peael n1 5M1 a42 4� Enabe ar DOW ga¢ Dab Pandno � r TT'. Wnploft M4nprodeum 09 Engna.rd Wemu VSIWM*d WHIPPIld SA"ttaa FBCAeImMill Adergrod AfI mitlon 2020 Pais Corporation Joe Hayden Serd Wlndow *Md.0apr. Domes L Buckner, RE.. a OTM412OZ OT71412020 07t2012020 Appmeftl Ctealer. wndows RDtehwn MsmuleftastApsooip4lon CHUCK Engrossing aubCobaaye Feed (641) d214 ogl (581)49149027 Camplloom MMbwd:CtrUOwdon MorkorUI(mg pelapeduMapproxpl�pe Pmdldo 11I.COM .OgHp P�pg,Yatld. Ne lsher ar Noma _ Anere.ad for u•...... A I. gym QU116111111, Hm Imad .fit 1 Berle-10720 Vlryl Amid rMdow(8p X 76') UrJIV2022 No Yee No +25'-26 2 some Ion Mnyl pxpd Wndew11Wxf4'} 07116=1 NO Yes M) +2e-V a SerkI.1N20 W4rl Fnrd eAnhw(60' xe0') 07MV2022 No Yes No +501-SO :omiWA . ,. OmIiMArrrsha AoomWNrr.us, .Aaemutd fee Um jggjAR .� Prelim Model, Mumbr ar Now hadmaDoomplail in HVHZ 0,16111,10 Hilm ,fby(aggj Ptoom 1 SWI010120 Mryl geed Window(Bat' x 7a'} 0705MC24 No Yes NP +241.28' 2 Series1070 'AnylRAW rOgOw(106"x04'1 On1612024 MP Yes. No +25a25 3 woolmil, Mnyl r4*dWindow (S)'X50') 07110024 No Yes sio. +01l All DeparOnerd of Business & Professional Regulation P.ae 1612 BuIlding Cod" and StarkdaMS amen Product Appyaysl Application Datell fak RMW W _ Oft .oft 04b W nine DAB _ >'m Wmim 11a0ebaturf C4waN Endow& Lift %lid*W 111,61101108uamitbd FBCAnwtrral AnP_ AHmglbn 2020 Pegs C4rpwollon Joe Hoyden awd Wlndowand Dgor ,fames L Buelmr, P.E. g O7M4i2(120 47M4/20911 0722012= Appmwd comow.. smorbrDeors Robinson ManulaopuerAssecloden CHUCK lingmoodng BubColms" Siding.E*wW DomAetem6len (541)821-o= (561)491-09V CMPlitnrs 1110 drCertMcutlon Mrker Usting Pagepiodudoppmvallipe IYAom N N Florida Depadmtlrnt of Business & Professional Regulation Page l eta Building Codes and Slandarda eriosasz C/) FU ( to > U Product Approve] Appliwtlon Det'alf �, �^I WV^/+ O a O _ raft .- _ EnHr_sr � ice. 'am Dab PaWad Rft ._ W a.�^ i O L ljgm l% idyl Mannboteo cost, andMV.4lJosMa 1h1kmw QY V.11 d ➢a bwtbw FACAnerwal AbonoW some. (�" AismaOae 20Z0 Pols'.f)wpm*m Jos HpydW 811n a Werw SPhowr T.E. Lunn, PE, LL0 0 0711412020 7M412020 OV22r1020 Appm-d ..... r•l� ^` Comearlx N4ndowe Robinson PE44413S (581)W"455 U ambowsisorrn Feed Canplamm Yatbe* evalualbn Repwt Ooma (641)621-M - Cn pela w1approwwwo ' ; HmltluRsgl�retl An:hlbctwa Lkmmed Florida I*A m V! —0 V P IEn In rote6p0ne mr H Q .� iL 81 '1fi4PrniraEr '..; � Ittrt - - L L N rYM110rApvnm AgQaysd lee Use Aoorowdrr U Duka O air E PmdmModel. 01 mbaierNo w Prodmtasmdetian Centrist Exebati4eDab inHVH2 oubNeHVHE Raalabns Psaeuro 1 I O LL 1 IOS rbs Fing.Fbxd 10 Sorbs 112'Firge Fbred PYariae 08128)2031 Yee Yes No N1A Co 0 > .u) 0 'mod • =J 03 C/� lO�� T —0 . C /—'� ( i .. ofil gerrsae Aedravedfai Uss "Oft's d for Use 1_0AW coo- jam', Praaudt Yedd. Yr.nMr erNam. Ptodrre Deannellars Denkmdt:xnretiee Hate VIR ram— H4H2hossiolit Polls wt exhlrelbn Deb I. HVHH Cubldo HV12 ab IDS � 1 Shea 1012012a aidingCleiss Door YIry1244ne1 Y)X' 911tl1ng Clots OOM (data x8H') 11f30=1 Ys No +25,25 0012512061 No Yes No NPR 2 swim iomm Siding031ass Door Mryfsogle PalBl Fifw o- Dwr(3ldelft34-irgir 44UM022 No Yes No. +351.88 2 61.10) 3 Swill* 10120MOSiding (floss Door 4 Senor 14y20PL5SWInge1888fkOF mmyl241an01'Qlraiding Glow Dow(rr xan %W SIngle Panel. Filled'[' Dow (SWIWA7-1Ptx 101Cp12col 03/26i2012 No No Yee Ys No Nr +39.35 i25125 .:. e5.1P2") PLM48," b,.rleega . OmlbrAwurrlm Aparoved fer Use Amr�for Um 1-00 Dim _ .. Awl Posted model. Nembw er Nome Prodm OaeaaaHen Cad mtaxaimtba Dab i.NVHZ C bwm Hwm j 1 Swift 180 or Enm psss orAaunilaiNlgDisssDeer Mryl 24"]ICV Siding Glees OwMr( tf2'x 110024i2051 NO Yes Nr +25+L25 Vivr ry 2 Series 180 or Eneompon or~i! Siding Dim Door VW 61mgls Pmml Fsmtl'C'Ofw(81dalIle, S&Wx MOW No Yee No +401-40 81-112.) 3 Seim140orEnrempmwAvalti$]WI gObwDoor "24ranol'q)rwidlrlgGh—notr(rrx821 MOM No Yes No +Vkm 4 Swiss Mi)or Ermompsss grAwM Bllrt Gli es Door VW angle Perrin Fhaed'C" Dfw($k ik 47.1R•:x RWIV20112 No Yoe No +201'23 s5-1�29 q�, P{�4tl.M14 Pmdude {!0'. Prai1xMMtWd.NranbrmNsms Oellih.An Cen+set bYeirattan Dais AaeravedfairUss in XVN2 Aterswdaeeuse diusaMs HUNG jggMg( gj aides CD 1 Serbs 180 or FiscorepmsofAv4n08lldog 6bss Door Mrry124gn$I'Clr Siding C8i6s Oder (El X _ 06i742031 No. Yes N1 +20h78 � .-.- g8172'y � '3 2 Hsnes1alrEDmmpessw'Avand81WNGlen Door WylaingIsPonelPbmd'C"Dow (SYsllts,35.1121.x ow1wou No Ym NO .401+40 c2 8 61-1121 Mn413410nN No Yes 8wIm180ar Ent»mppea:drAWn881Npg GisesOoer Y21(' SNlrg 611n61ber(77x82'} 0SI24f2ON far *Mm 4 .senor 1Mor Erxsmp®a-Avmtl Siding.Ghm Dom: Wryl Engle Peal: Fbrd'C' Door {Sid sh 47.12". 02M012002 No Y03 Py +28l-p8 c, cn 4C, C3 e.. . N C'441 c: 6,i Ad gy 9 E >m CD. ae CT CD .f.� L1 CP 1c 4 LD a. n�d nW' W U) 0 L- CDL N m m Q n F-- L. w z � z a March 6, 2023 SHEET NO. PA 1.2 N O ill U) CO U Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals fisted below, CLICK HERE. Updated od 2l30l262 P E u - Simpson �ttong Tt�e 202U FBC Approved Products For direct Inks to SST listed below, CLICK HERE Updated 2 _9 Btmpson Strang Tle 2024 FBC Approved Products For direct links toad SST listed below, CLICK HERE Updated 12f3012020 p ., Simpson Strong Tfe 2020 FBG Approved Products For Inks belowt CLICK HERE. :U Updated 12/30P2Q20 p n' Q, O O � 's - all approvals approvals _ direct to: all SST approvals listed For d u Statewide Product.A rowel System Ndartd d C F additional information regarding Flon � " g da pp ys.. -Da o pun IY NOR CLICK R Notice of Acceptance {. ). HE E. P - a For information regarding Fiaide's Statewide Product rowel System m end Miami _ e County e Dad n eg- g _ApP Ys ty o CL H R. Notice ee lance N lCK ERE. Ac _(. A). P * For Information regarding Flpt 's Statewide Product 1 I da wide Pr ct. rove lain and Mianu-Dade Can eg__ g _ Approval Sys.. County R Notice W Acc lance (NOA},. SLICK HERE eP a Fataddtlonal Information regarding Fla'ida's Statewide Prodict rover System end Nramr-Dodo County .. eg _ g Approval Ys_ Native W Aece lance NOAj.. CLICK HERE. g P U)(3) FL#2388-R7 FL#10446-R6 FL#10486-R8 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- V U) 9116' and heights ranging from 4-5116" to 11' Concealed flange 0 Sea #. Product Model. Number or Name Product 2=riotion � Product Model. Number or Name Product Description �Sgg Product Model. Number or Name ProduelDescrintion version (HUSC) available for models having width equal io or O O 1 Titan Stainless Steel Concrete & Mason Screw Masonry (ITN -SS} 114"diameter Then stainless masonry screw 1 A21 A23, A33 A34, A35, A44 Angles 1 BT, BTBt eTH Brick Ties greater than 3-9/16 , - L.. O y^- Qi 2 APA21 APA4 APA6, APVA21 APVA4 APVAB Outdoor Accents Angles 2' CMST12, CMST14, CMSTCI8 Called Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1-7W to3- Q C 3 AP644 AP844R APVB66 APB66R, APB88, AP688R, AP61010, AP61010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16. CSI8, CS20, CS22 Coiled Straps 518" and heights ranging from 9.1/4" to 16". Q L FL#.9589-RB APVB44R, APVB66; RPV868R, APVB88, APV688R, APV131070, APV6401 DR 4 CSHP76, CSHP20 Coiled Straps 13 LGU3,25-SOS, LGU3.63SDS; LGU5.25-SDS Face -mount hangers CU O - ` - M 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2 4, APVDJT2R-4, APVOJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressicnfrension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers 1 O > AW jar. oductModel,NumberorName Product Description APVDJT2R-6 6 DSP,SSP,TSP Stud to Plate tie 15 LUC26Z,LUC21OZ Face -mount hangers ,U) O 1 5DID112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610; APHH61OR Outdoor Accents Heavy Hanger 7 H1, H1OA, H2.5A, H3; HO, H7Z, H16, H16S; H16-2, H16-25 HurncaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16"tc 4- Q) L f` i� CL 2 SD9112, SD9212, S010112, SD10212 Sib -Drive SO Connector Screw 6 APL4, APL6, APT4; APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder'fledown 5/8" and heights ranging from 3" to 10-15116", (n O CIO 3 $D9112SS, SD92125S Strong -Drive SD Connector S$ Screw 7 APLH24, APLH24R, APLH26; APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 HurrlcaneTie 17 MGU5.50-SDS, 363-SDS, MGU5.25-SDS; MGUMGU5.62 SDS, MGU7.00-SDS face -mount hangers (a s'F" CD SDCF22434, SDCF22512 SDCF22614 SDCF22700, SDCF22858, 5DCF221014; Strom Dmve SDCP Timber CF Screw g 8 BVLZ Brick Veneer Ledger Connector 10 HS52SDS1.5, HSS2 2 SDS3: HSS2 3-SDS3, HSS4 SDS3 Heav Stud Shoe Y 18 MIU ramps hangers g Face -mount hangers available m widths ranging:from 1 9/16 ro � 9 � � .� V J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z,-CBT4Z Concealed Beam Ties 11 HST2: HST3 HST5; HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-11Z'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z -Concealed Joist Ties 12 1 HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SOCP221100 SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HT5015KTZ, HTSQ2OKTZ Heavy Twist Strap 20 SUR SUL. SURC; SULC series hangers. Skewed face -mount hangers available in widths ranging from 1- 6 SDHR2740Q, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118 to 3-NI 8" and heights ranging from 3-111 W to 13-314" 7 SOS25112, 5D525134,8DS26200„ SDS25212., SGLS25300SDS26312 SDS25412: Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4,.FC6 framing Clips - 15 LSTA9, LSTA12. LSTAI5, LSTA18, LSTA21; LSTA24,.LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255OO: SDS25600, SD925800.- 14 FWANZ Foundation Wall Angles_ 16 LST14$, LSTI73 Straight Straps 2X and 4X models; on ty acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS; SDS253DOSS. SDS25312SS Strong -Drive SDS Heavy -Duty. Connector SS Screw 15 GAi. GA2 Gusset Angles 17 LT1320, LTB40 Bridging: 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9' SDWF2716; SDWF2720, SDWF2724 SDWF2726, SDWF2736 Strong-DrMe SDWF Floor-to=Floor Screw 16 H2A, H2 5T H8, H1 DA-2, H1 OS, H14 HGA10 HurrlcaneTless 18 LTS12, LTS16 LTS18, LT$20' Light Twist Strap 6" and heights ranging from 2.518" to 11-114": 17 18 HCJTZ HH4, HH6 Heavy Concealed JoistTia Header Hangers 19 20 MGT MST27, MST37, MST48, MST60; MST72 Medium Girder Tiedown Straight Straps FLUIOG07-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12{.MSTA16, MSTA18 MSTA21, MSTA24, MSTA30, MSTA36, META49. Straight Straps FL910667-R6 20 L80, L6O, L7Q; L90 Angles 22 MSTC23, MSTC40, MSTC52. M$TC66 MSTC78 Straight Straps Sea 9 Product Model. Number or Name Product Describtion 21 LCE4 Post Cap 23 MSl'C48B3, MSTC6663 Pre -Bent Straps Sec # Product Model. Number or Name Product Description 1 ATR318, ATRI/Z ATR518, ATR314 Threaded Rods 22 11 LS70, LS90 Skewable Angles 24 MST126, MST136, MSTI48, MSTI80, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2; ATUD9-3, ATUD14, ATUDII4-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair;StringerConnector 25 1 MTSi6, MTS18 MTS20, MT824C,MTS30, MtS30C Medium Twist Strap 118" and heights ranging from 7-1/6 to,30", 3 - - - 8P318-2 BP112 BP112.3 BP5/8.2 BPcl8-3 BP3I4 BP314,3 BF'RTUD3 4 .Bearing Plates 24 LSSJ26LZ; LS5J2BR2, LSSJ28L2, L5SJ28RZ; LSSJ210LZ, LSSJ210R2 Field Adjustable Jaok Han er t J 9 26 _ - - - NCA2x1012 NCA2it12 12 NCA�cB 16 NCAZx10 1$ NGAZx12 16 , Bridging g 9 2 DGBF somas hangers g , n 8 t - 70 flan a hangers available I �vldths ranging from 3 5/ 0 7 p g gg g 4 CNW3/8; CNW112, CNW5/8, CNW314, CNW518-1n, CNW314.518 Coupler Nuts 25 LSSR1 81; LSSR2.1, LSSR2.37; LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablefSkewable Hanger 27 RCW212, RCW814 Wall Bracing 118' and Heights ranging from 9-1/4" to24", 5 CTUD55, CTUD65, CIFILi CTUD75, CTUD76i CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUO98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z„ML21OZ Angles 29 1 Stud to Plate Connector 518' and heights ranging from 7-1/4" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1 SP2, SP4; SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1.314" to 3- 7 RTUD3, RTUD38, RTUD4, RTUD48, RTUD5, RTUD8, RTUD7; RTUDB Ratcheting Take -Up Device: 29 MMHC Hinged Roof Connector 31 SPH4,.SPH6, SPH6 - Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". - 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU262, MMLU28, MMLU28-2, MMLU21Q MMLU1211, MMLU139, MMLUI311 Face -Mount Hangers 32 SS1,5; SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8• 9 TUW38 Take -Up Washer 31 RBD RBCP Roof. Boundary Clips 33 ST9, ST1.2 ST18, ST22, ST292, ST2122, ST2115: ST2215, ST6215-, ST8224, ST6238 Straight Straps 718" and heights ranging from 11"to 32-1/7', 10 U.RS3 318",Uplift Rod Run Tiedown System 32: RST-3 Roof Tie -Down 34 TB20, TB27 TB30, T1336, TB42, TB48: TB54; TB56: TB60 Tension Bridging 6. EGO series hangers Tap flange hangers available in widths ranging from 3.518" fo"7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, I RTC44 Rigid Tie Connectors 35 TWBID, TWBI2 TVVB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC; STCT, DTC. HTC4 Truss Clips _ 36 VGT, VGTR, VGTL .Variable PitchGirderTiedowm 7 GLS series hangers. Saddle hangers availabs in widths ranging from;3-114" to 5-7M' 13 URS6 3/4" Uplift Rod Run Tiedovin System 35 TJC37, TJC57 Truss Jack Clips 37 W'B106; WBIOOC, WB126, W8126C W15143C Wall Bracing and heights ranging from 8-1/2' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to -32". FL#10441-R6 FL#10831-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9/16" to7- FL#10447-R6 112' and heights ranging from 8" to 3(Y', Sea # Product Model. Number or Name Product Descri trJ ton Sec # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114'to 848" 1 DTT2 Hold-down Sec # Product, Model, Number or Name Product Description 1 CBH2 37x5.5, C13H2.37x7.63; 0BH2.374.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC10/4, HDC10122 Hold-down I AHEP' Adjustable Hip -End Connector 2 DU, DHU, DUCTF series hangers Face -mount (DU DHU)'and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114"to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SD83 Drag Strut Connectors available in widths ranging from 1-9118"to 3-9116" and heights 718' and heights ranging from 7-1/2" to 32", 4 HDU2, HDU4 HDU5; HDU8, HDU1'1, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from9.116 to23-15118", 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81; HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5;25-SDS HGU5,50-SOS; HGU5.62-SIDS, HGU7.00 SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTi LSTHDSRJ -Strap-style hold-down 5 1 HHRC42, HHRC42-2, HHRC411.81,. HHRC44, HHRC5.25/3.25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS,-HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-516"to 7- 9118" and heights ranging from I&'tq 26". 8. 1 MPA144 Strap -style purlin anchor 6• HRC1.81,:HRO22 Hip Ridge Connector 3/0" and heights ranging from 15-all V'to 12-7Z', 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23; PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26; LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5,25SDS, HHGUS 50-SDS, HHGU5.62-SDS, HHGU7 gOSDS; HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-10. 10 PAI18, PA123: PA128; PAI35 Strap -style purlin anchor 8: 1 LSSU28, LSSU210 Light Slopeable(Skewable=U. Hanger HHGU9,00SDS 15 HUTF, HUCTF series hangers Top flange hangers. eve liable in widths ranging from 1-9/16" to 5- 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE-4,7BE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2 HHUS210-2 HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 112" and heights ranging from 3-71161c 15' Concealed flange \ 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24 TC28 TC28 Truss Clip HHUS725/10 version (HUCTF) available for all models having width equal to or \ 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". !V S THAC422, THA426 THA422-2, THA428-2 118" to 5 118' and heights ranging: from -4-3l4" to 15-314'. 16 HWP series hangers Top flange, hangers available in vddths ranging from 1-9/16" tc 7- ® � 12 THAI1 81122, THAl2,06122, THAl2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURO, HSULC) available for all 118" and heights ranging from 5-318'to 2W. N o I3 THAL422;THAR422 Skewed Truss Hanger double 2X and 4X models only acute flange is concealed, - 17 HWPH series hangers Top flange hangers available m widths ranging from 1-9J18"to 7- "� •=� 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 6 HTU26, HTU28, HTU210 HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 37'. 15 THJM2-4SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 16 TSBR124 Truss Spacer -Restraint 112" and heights ranging from 2.7/8'to 19-114". Concealed Mange 518' and heights ranging from 9-118" to 16". Y _ e s � 17 VPA2 VPA25 VPA3; VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available invndtn of 1-9116" and heights - -ram Co >4 18 VTCR Va1leyTrussClip greater than2-9116". ranging from5.318 to7.1/4". to es 3- 10 HUCQI.8119SDS, HUCQ1:81/11SDS, HUCQ210-2SDS, HUCQ210-'-SOS, HUCQ3I0- Face -mount hangers 20 J6A series hangers Top flange hangers available in width of 1-9/16" and heights &n sv Z_- SOS, HlJCQ410-SbS, HUCQ412SD5, HUCQ52519SDS, HUCQ5.25I11-SDS, HUCQ610- ranging fromS-3/16' to (4 69 C`4 -�U SDS, HUCQ612-SDS c) cc ro ors co xa eu a rn � � ee � ro - Simpson n Strong -Tie 2020 FBC Approved Products P� g pp Updated 1213a2020 Simpson Strong -Tie 2020 FBC Approved Products P g pp Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products p g pp updated 12/30l20Z0 1 ' Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30/2020 ." For direct Inks to all SST approvals fisted below,. CLICK HERE For direct Inks to all SST approvals listed below,. CLICK HER . For direct Inks to: ail SST approvals fisted. below, CLICK HERE.- . ,� For diner Inks to all SST approvals listed below. CLICK HERE For additionalinformation -regarding AadsStatewideProduct Approval System.and Mami-0adaCounty -:Notice PfRdca t.ance(N..O.A?,GLIGKNER For FlordasStatewide ProductApproval5ysre,m and M mi Dade County Nonce of Acceptance (N©..A , CLICKHE For additional information r99a.r....in.9 Flda s Statewide Product Approval System and Mi mi Dade County Notice {NOA}, For additional mfarmaavn regarding FI daStatewidesProductApprowaI System and Miami Dada County -Notice ofAcceptance(NCA), GIB,NER , 21 LB series; hangers Top flange hangers available in width of 1-9116" and heights FILM 1468-145 18 SILBVI,56, VLBV1.81. S1LBV2.06, BILBV2.37, S1LBV2,56, S1LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 6-31B" to 15-1/8". S/LBV3,56 S1LBV3.62 S1LBV4.06; S/LBV4,12, ,SfUBV4.28, SILBV4.75, S/LBV5.50 6 Strong-Solt2 (STB2, STB24SS, ST82-BSS). Strong -Bolt 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights red # Product Model, N u mber or Name Product Description 18 S1LTT20, S/UTT2Z, S/H1T14, HTT4, HTT5 Heldowns steel and Types 304 and 316stainless steel ranging from9-3116' to IS -Ile. 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, S/MST72 Straps 118 mil (10 OR) 7 Titen HD (THD-H,'THD HMG,THD-H4SS, THD-1­116SS, THD-CS, THD-CSBSS) Then HO Heavy Duty ScrawAnchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available In writhe ranging from 3-114" to 6- 2 HR56, HRSB, HRS12 Strap Ties- 21 SPA, SP6 Sled Plate Ties avallable with hex head in carbon'steel and Types 304 and 316 718" and heights ranging from 9" to 33-ir2'. 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SOS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available • in widths ranging from 5-114" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THG5H4 Joist Hanger 23 STC, OTC Truss Clip Type 316stainless steel 718' and heights ranging from 9" to, $21I2% 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3 SDS4.5, THGQH4-8DSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THO50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1 9116"to 5- 6 THGWS-3, 7HGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger(THDB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSS series hangers Top flange hangers available in width of 1.9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-31S'to 7-1/8", FL#11473-R5 FL#1:3904-115' 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available In widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". '1. DETAL20 Double Embedded Truss Anchor 1 CCQM3.62 SDSHDG, CCQM4,62 SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62 SDSG, :Masonry Pier Caps 2 FGTR FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4:62-SDSG CCTQM5.50-SOSG, CGCOMI3 62-SDSG; CCCQM462-SDSG, Sea # product Model. Numbar or Name Product Descrmtian 3. 1 H16S, H16-2y. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT XP High -Strength Acrylic Adhesive for concrete or masonry FL#10660-R8 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62Gd{T, ECCLQM5-50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLOMD4 62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4:62G- 3 SET-XP SET-XPHIgh-Strength Epoxy Adhesive for masonry Sec # Product Modal. Number or Name Product Description 6 HGAMIO, HMO Masonry retrofit connectors KT, ECCLRQMDS 50G-KT 4 Strong-Bat2 (STB2) Strong-Boh2 Wedge Anchorfor masonry �nJ' 1 ABA44: ABA44R, ABA46, ABA46R, ABA66; ABA66R Adjustable Post Base 7' HHETAI6; HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5:25 HGUM5;50, HGUM7;00 HGUM725, HGUM9:00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6, ABU65, ABU66, ABU06R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedowin 4 LGUM26-2, LGUM26-3. LGUM26.4, LGUM28.2, LGUM28.3, LGUM28-4,LGUM210.2, Masonry Beam Hangers 6 TRen HD (THD-H4SS, THD.H15SS, THD-CSGSS) Titan HD Heavy -Duty Screw Anchorforconcrete available in 304 ABU88R, ABUIOIO, ABU1010R, ABU1212, ABU1212R 9- LTA2 Lateral Truss Anchor LGUM210-3 LGUM2104, LGUM46 LGUM48_ LGUM410 or$16 stainless steelvvith hex head, and316 stainless steelwith 3 ABW44Z; ABW44RZ ABW46Z ABW46RZ ABW66Z ABW66RT; ABW7:7 Ad ustable Post.Base 10 METfl12, META16, META18, META20, META24Iv1ETA40 Embedded Truss Anchor for Masonry r a r r MBHR3.1219 2a, MBHA3,12111.25, MBHR3.ar 6ft:2a, MBHA3..�619.20, MBHR3.56I11:25, M13HA356/11.88; MBHA3 56114, M13HA3.56116, MBHA3.56/18; MBHA5:5017.25, MasonryTop Flange Seam Hangers 7 Titan Turbo countersunk head, Titan Turbo z 4 A04, AC4R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36; MSTCM40, M3TCM80 Strap Tie (TNT) Screw Anchor for concrete or masonry 5 BC4, BC46; BC4R, BC6, BC6R, BC8, BCS2-214; BCS2-3/6 Post Cap 12 MTSM16; MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHAS 50/11.25, MBHAS-50/11.88, MBHA5:50/14, MBHA5.50116, 6 CB44, C646 CB48 CS68, C088> Embedded Column Base MBHA5.50fl8 co 7 CBSQ44 SDS2 CBSQ46-SDS2; CBSQ66-SDS2, CBS086-SD52, "CBSC88-St1S2 Embedded Column Base 6 MBHU3LOi9.25, MSHU3 56111:25, MSHU3 b6111.88, MBHU3 56114, MSHU3:56l16; MBHU3,56/18 MBHUb.5019.25, MBHU6.50111.25, MBHU5:50/11.68, Masonry Beam Hangers FL#16837-R3 CC ECC ECCU Series Bolted column caps with WI ranging from 3,114" to 9-1t2" and F�1496-R5 MBHL5.60/14, W2 ranging from 3-5/8" to 7-112" MBHU5:50/16 MSHU550118 sec # Product Model, Number or Name Product Description O 9 CCQSDS2;5; ECCQ-SDS2;5 Series. Screwed column caps with WI ranging from 3-1/4" to 9-112" and sea # Product Model. Number or Name Product Description 1 X3481016$K X1S1016, X181016-4K, XQiS1010, XQ1 B1016-4K 410.16 Strong -Drive X Metal Self-Driling, Tapping Screws with #3 L� W2 ranging from 3.5/8 to7.112" 1 DTT1Z Dark Tension Tie Drill Point 19 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2` H012, HOI9 Bolted Holdowns FL#13975-RS 2 XLQ1I4T1224, XLQ114B1224-2K 412.24 Strong-Dnve XL Large -Head Metal Seff-Drilling, Tapping ^ Y. L 11 12 EPI344A, EP844, EP646, EPBW EPS4Z Embedded Post Base Embedded Post Base 3 4 HD38, HD5S, HD78, HD96 HTT4, HTTS, HTT5-3I4 Bolted Holdcmms Tension Ties Sec # Product Model, Number or Name Product Description 3 XMQ114$1224, XMQ11461224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644 LC666 Embedded Column Base 6 19 L 13 LTT , LTT206, TT 1 Li htTension Ties g 1 SDW22300, SDW22338, SOW22438, SDW224581 SDW22600', SOW22600, SDW22638, Strong -Drive SOW EWPPLY and TRUSS -PLY Screws g Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22834 4 XQ114S1224, XQ11481224-2.5K X_114$1224, XQ112S1224, X011281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point F �a (, 15 MPB44Z, MP866Z, MPB88Z Moment Post Base 2 SDWC15450 SDWC15000 Strong Drive SOWC TRUSS Screw 16 PB44, PB44R, PM, PB06, PBOBR Embedded Post Base FL#13628-R5 3 SDWHID300DR SOWH19400DB SDWHIDBWDB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TI MBER-H EX Screw 5 XU34S1O16, XU3461016-6K #10-18 Strong-DrivaXU Metal Soif-Drilling, Tapping Screws with 17 PBS44A, PBS46, POS66 Embedded Post Base - 4 SDWH27400G, SDWH27600G SOWH27800G, SDWH271000G,'SOWH271200G Strong-DnveSDWHTIMI8ER-HEXHDGScrew #1 Drill Point +� 18 PBV6 PBV10 Round Post Base sec # ProductlNadel.Number or Name Product Description 5 8 SDWS16212, SOW8116300, SDWS16312, SDWS16400 SDWS1971Z SDWS22400,SDWS225O0,SOWS22512, SDW522800; Strong-DrIveSOWS FRAMING Screw Strong SOWS TIMBER Grade) V O 19 PC44-16. PC46-16; PC48-15. PC64-16, PC6&161 EPC44-16: EPC46-15, EPC48-16, Post Cap 1 SB518x24, SB718x24, SB1x30 SIB Anchor Bolts SDWS19600, -Drive .Screw (Interior EPC84-16, EPC66-I8 2 SSTB16, SST620, SSTB24, SSTB28, SST634, SSTB36, SSTBIOL; SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDVVS221000, SOWS221100, SDWS221200, SDWS221500 FL#35320-RO L 20. PC4Z PG41R2, P05Z, PCBRZ; PC8Z, PCBRZ, EPC4Z; EPC4RZ,•EPC6Z, EPC6RZ; EPC8Z, Post Cap - SSTB26L 7" SDWS223000B. SDWS22400D8. SDWS2250OD9, SOWS226001)2, SDWS228400B, iStrong-Dnve'SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS22100ODB Sea # Product Model: Number or Name Product Description 21 PPB44-4Z; PPB44-OZ Post Base 8 SDWS22312D6B, SOWS22512DB13 Outdoor Accents: Structural Wood Screw 1 DSSC843.5; DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS274005S, SDWS2750OSS, SDWS2760OSS, SDWS2780i Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5; FC847.5t FCB49 5, FC6411 5 Bypass Framing Faced -Clip Connector SDWS271000SS SOWS2712005S 3 FPHSO34S1016; FPHS03481016 FPHSD34BID16-5K, FPHSD34S1214, #10-16 and .#12 14 Strong -Drive FPHSD Framing-to-CFS.Self- Sag 2 Product Model, Number or Name Product Description 10 8DWV13400 Strong-DnveSOWV SOLE -TO -RIM Screw FP14SD34B1214. FPHSD3461214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps I STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4:25, LSFC6-25,SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector U ■ 2, HRS6, HRSB HRS12, FHAS, FHA9; FHAl2,.FHA18, FHA24, FHA30, MSTI26, MST136, Straps 97 mill (12.ga) 5 LSSC4.25, LSSC6.25, SSC2.25i SSC4.25; SSC6.25, MSSC2.26, MESC4.25, MSSC6..25, Steel Stud Connectors W ee # Product Model. Number or Name Product Description MSTI48; MSTI60 MSTI72, S/MST27, S/MST37, SIMST48 MSSC4.25KW MISSCB 25KW 1 FJA, FSA Foundation Anchor 3: HTS16, HTS20, HT524, HTS28, HTS3Q HTS30C Heavy Twist Straps FL#18363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5:5S :Rigid Knee Wall Connector 2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47.5, SC649.5, SC6411.5, MSC645S, MSC647.5 Bypass Framing Slide-Cip Connector 3 G - G 66- . GH66-8 H -6 .GH68- GH466GH46-8,GH48�,,GH48-$,i3H41Q-6, H4108, H 6. ,G 68 Girder Hanger g 5 LSTA9 LSTA12 LSTA15, LSTA13 LSTA21, LSTA24, ST292 ST2122, ST2116, ST2215 Ps Ste 33 mill (20 ga) Sea '# Product Model. Number or Name Product Descrmtion 6 SCS32-5197, SCS62-5/97, SCS62-51118, SCS82-5/118 Bypass Framing Connector 8, GH610-6: GH610.8 0 LSU6H3.25, SUBH3 25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 1886 18 ga Truss Plates 9 SCW3 25 8CW5.5 Head -of -Wall Slide -Clip Connector 4 GLB6A, GLB5B, GLB5G, GLB6D, GLB7A, GLB78 GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8:25, SJC10.25, MSJC8,25; MSJC1O.25 Steel Joist Connectors L 5 GLBT5121 GBLT612, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 6 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 0 C6 6' HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 1 MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 and (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414; XLSH78BI414 #14-14 Strong -Drive XL5H Shouldered Self -Drilling, Tapping 7 'HGT-2, HGT-3, HGT-4 Heavy GirderTiedoi"rn y 10 MSTC66; MSTC78, ST6236 ^stra 68 mil 94 a Ps { 9) Screws W UFP10-81)83 Universal Foundation Plate 11 MTS12, MTSi6, MTS18; MTS20; MT830, MTS24C, MTS300 Medium Twist Straps 13 XQ1S1016, XQIB1016-4K, XQl81214: XQ I B 121 4-3.5K, XQ78SI224, X078B1224-3K, #10-16.412-14; and #12-24 Strong- Driv e X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/B1.56,-SIBI.81, S/82.06, S1B2.37, S)BZ56, S'B2,68, SM.12, S/63.56; 8/139.62, S1B4.06, Top Flange Joist Hangers FL#15130-R4 XQII4S1224, XQ11481224-2.5K XQI12S1224,XQ112B1224-2K, X3461016 5K, X1 S1018, X181016.4K, X1 S1214, XIB1214.3;5K Tapping Screws Q /�/�1� S1B4.12, S164,28, 5134.75, SIB5 50 VJ Z 13 SOA2,12i8, S/BA212110 SMA2.12/12, SIBA212/14, SIBA4.1818, SIBA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Descd= J SIBA4i1SM2, SIBA4.18/14 1 ET HP Adhesive Anchor for concrete Z 14 S/H1A HurricaneTie 2 GAC GDP GDPM50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S; SIH080, SIHD10S, S/HDIOB, SIHOISS,SM01513 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 S1HDU4, SrHDU6; S11`11DU9, SIHDU1I Holdowns PDPAWL-MG, PSVL3, PSVL3-K,;PCLDPA, PECLDPA, PTRHA3, PTRHA4 -t 17 SMOT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchorfor concrete a SHEET NO. March 6, 2023I PA 1.3 . I I � 1. 111- .1 149101HER11 Cn > MIAWM AHAM—DAD—E-COUNTY no�UO�,=CTXK PGT Industries, hte�, PGT IndJastries. Inc 0 _0 L CL PGTIudustrieslAr. I I 0 0 11_0� S*:16 Sree�, Rom 200 IX(YTICE OF ACCEPTANI": 'EMENCE'S"MUTED NOTICE 0FACCEPTAN%C E: EVIDENCE SUBIWITED D"ARTI"TOF RE"IATORYA" ECONOWC IMSOUkCES MM) 5_2474 'BOA" AM OWE ADMEMSTRATXONIDNMON, T �73i* 315_q_; go F CMS) 3 15-25.W 0 IICE OFAC CEPTAINICE: E171DENCESUBMIMTED 0 a) Cn I NOTWEL OF ACCEPTA_NCE (NOA) r X&MUS&-effmcoomy I Evidencesubmitted under In-evious IN40-4 A. DRAWLNGS B. TESTS (Continued) Di QUALITY ASStIRA!NCE L Miami Dade Department ofRegulatory and Economic Resmices OLER)- :t=! ca -M U) -0 0 -0 -0 0 1070 Technology Dyire, 1- Manufacturers die drawings and sections. 5- Tht report on 1) Air Infiltratim Tesi, per FBC, TAS 202-94 0 L_ North Venkt, FL 34275% (Submiffied under-A-0.4.Va. 11-01,07.04) 2) Uniform Static Air Fressize Test. per FBC, TAS-102-94 E. MATERL-il, U_ SCOPE: 2- Drawing No.30-5570.0. tifled-Tmyl Sliding -Glass Door NGA(1-24 7,sheets 1 3) Water Resistanoe Test, per FBC, TAS 202-94. L Notice ofAcceptanceNo- IS-4-q&14 issued toVis� ZvmsicinLimited fortheir .0 0 ThisNOAis beingissued-under theapplicabk-mles andreplatiom go-%vming the use 11* through2l of 21, prepared bymanufk1urm, dated l0j1D5!15,-withfcVM-6nA d2ted 4) Large Tviissile Impact Test per FBC, TAS 201-94 -111dw Fjo PVC Exterior E=1140113 fiDr Wmdows and Doort-. dated 08/13/15, CD 0 > —0 E 2 docummiadolizubmiftedhas beeurevimied:and aouptedty Xlumfi-Dade CwngyRER -Fxodw-t Control Section to 04/05117, signed and sealed byA_Lynu1,1Mer_ P-E. 5) Cyclic Wind Premne Loadingper FBC, TAS 203-94 eipfiW- w 0930119, D 0_ 6) For-ed Enny Test per FBC, TAS 2022-04 2, Notice, of Acceptance'No. 167020.08 LRswdtoVisian,Ev�nL4DnL7miite-d fortheir "N U) .0 M C) -C- M -6-0 Tk1s.N0A diall notbe valid afk-Oheexoxationdate statedbelow. The Nfiami-Mide Coung'y"PMduct coirtrol Section B. TEST, S irked-4p L&M-ingS almig with ni and installation, diagram of vinyl�§Iidiqg, glass, dbor, pepand- :i"0Tan2,02andlJgh, terShades iNn-AlWte)RigMPVCExteit*rEmtrusioiLs�for C= C/) < (In Kum Dade, Count3l andVrthe AIU (m Dade re-'s , �e the� right to holle 5 Cou*_h, erV per 1­ 'fest rqjWL an 1) Ugifoffn StaticA"Ir PfC&SIffe Tat� FBCV TAS: 2044 b�,F dated 11)0615.sigard and lon. Testing, Lab- Inc, Test Rrpod No. FTL R�49, 1 VVindows and Doors' dated l2ftn6,cxpking.on_l1t29)?1. If theaccepted 2) Large,AlissileInpactTest pet FBQ TAS 20 -94 sealed by, Idalmis Ortega, P E_ (Test rqmftrevised on 12/04115 and 02111f`16) 3- Notice ofAcceptance No. 1,"'52S.15L issued -to VL4on ExtnLqj= 1:1[flited for th& manner,them 3)Cyck mdPre&mmeLoadingperFBC,TAS203 -94 6- Test report on 1) Air Iiifiltration Test, per FBC, TAS 202-94 'Trown Coated (Painted or Laminated)'%Ide Rigid PVC Exterior Extrusions I" suspend the. use -of such product" mawrial widm theirjurisdickon. RERreservesthe d�httG re-voke this acoeptawe., if it isdetenninjed byMami-Dade CountyProduct Con=l Section that thispzodixtormaterial fails -to along withmarked-up drawings and mAWlation diagram of Nqqyl diding-glass do" prepaxed I 2) Unifb= Static Air Pres =-e Test. per FBC, TAS 202-94 '"lindows and Doors", dated 09113/15, expiring on 0930119- mwet the requmments af the aWlicabke buM* cc&-- InC_ Test RfPof tNo. FIL 8717, dated sign�d and by Fcnestrafi= Testing Lw� - -1 . j 1 - 3) Watf T Resistance Test, Per FBC I TAS 2022-94 - 4� Niotice of Acceptame No- 1"712.02 issued toLENERGI Fenegration Solations USA, hL This prodisct isapprovedas&wribedhezei and as.bemdesimedtocamplyvo&iheFlofidaBuddingCode. �dd 072 sealed by Idalmis, Of tega, R E_ (rest f ep4xt 4evised on 02115116;, 74116) 4) Izge Miss& k4md Test per FBC, TAS 201-94 Inc for their -TAX1.3040 and Lighter Shades (Non -White) Rigid PVC Exterior the HIEft VelocItY HUnk" ZDfk-- on I)Air hffiltration Test FWJAS 202-94 2, Test upyrt Per 5) C yclic Wind Premire Loading per FB C - TAS 203-94 , and I)oor�" dated 09/1 5116_ 11­ .IndoWS ExWUsionS for W 0 e)qmmg on, ID4/2 MSCRIMON- Ser* -50 7 W2 770 "' Vinyl Sliding Gla ss Door (Reinf4wred) w1wa 9* & 1.1-* carm ersL.V11. 2) Uniftm Static.4.ir PTM= Testz per FBC, TAS !%Q-94 along with marb�d-up ftawdaW and insta llation dogram -of vinyl shftg glass door� pmpared 5- Notice of Acceptance No- 1"712.04 ismed to ENERGI FenestratienSolutions USA, AS 3)Watcr,Rea�.tmc'e.T,est.puFBCT 2,02-94- 4Y Fenestration Testing Lab, Inc-, Tf rst Xrport No FTL 95 5Z dated 1 2V4tl S., signed and Imfortheir- -anze and Lighter Shades of Cap Coated R�d PVCExteriar "Bi paredby I dumvjh 21 of 2 1, pre -,inaneacunw.., dated IM5115 and last. revised on OD01,21, signed, 2ndj waled by 4) Large Usssile.ImpwA- Test X FBC, TASIGIM 'c sealed by Idalmis Ortega,, P.. E. (lesst report ievisedon 02115r"016) for Windowsaud.Do'mi" dated 09A 5116, cq)b* on 04116nO. k Lynn Miller, P E_ beniing die Mianti-Dade covntv-�� ContralReViSianstamp with dk_Nbiioe of 5) C�,ck Ind PrMSM Loadjug"M FBC, TAS .201-94 Wi . 7' TeStlepoft(M ')UV�fo='LStatieAirprM=Teg-,PffFB'CTAS202-94 6� Notice of Acceptance, No- 16-0712.03 issued to ENERGI Fenestration-Solutims USA, . "Alke Ace eptancenumberatidexpiration date by &e1fign31-Dade Gmimy Frodwt Cottool Secfion- 6) Forced Entry Test, per f� Bc 2,02 44 2) Large Miss& lmpact Test per FBC, TAS201-94 Inc, for-th& Rigid, PVC Extex*r Extrusions f or Wlindows and Doors" dated Umsnx]LVYAcT RAm-,G: Large and Small Afissile In"ct R,-swa ut along withmadwd-up drawings and instalhtion, diagram ofvinyl glass door, prepared 3) Cyclic L Wind Prmm Loading per L f BC, TAS 20-94 09110117, cxpirin on 012&1& by Fenem-ation Testing lab, Inc,, Test Report No- Fn &5,-%, dated 1 1AW11 57L signed and along wiffiniarked-up drawings and inaaWoa diagram of sliding gims door, pcepmed vi ayl 7. TeSt rfpWSL Nb(S)- I 0_M_7'_q2(A)' 10�0& M052 7, 535753-09. per ASTN�E94, 1 - See tab le I (s heet 2) an d table 2 (shee t ?) for apphu ble SGD w i it sizzs-. des ign pv--mu re-, reinibma nents ty p e s r sealed by Idalhuis Oftega, R E_(Ted reportrevised. on Olm/16 and 02flI M216) by Fenestration Testing Lab- Inc Test Rj--port No. FTL 6639 (samples A-1 tbru A-22), dated ASTUD 1929 and ASUvD-63 5. issued by EXOVA to Visim Extriksion for celMosic glass bWS"L SM riser(see tables B-1 B-2 sheets 7_8) =d =CborlayoW Sbe 'etS reqt_&emMM U I I t I Tlest rq= m I)Ak Infiltration Test, per FBC, TAS 202-94 NO 11119110'signed and scaled byJofge A- Causo, P. E_ (,SnhznftMd zinderl AA16.11- c0n4msitc material 2 Rigid White PVC., Tan (Non�wbtte) Ripell'WaildBromne-cated (Patwedorhwaiqated)wtd*R*dFVCto be 2) Unffbim Static Ak Piessure Test -per FB C, TAS 2202-94 017.04) (Sub mifted un der A10_4 AT& 11-01 #7 04� z labeled Per refmeaoedN0Xsreq*rennft%. 3) Water Resistance: Test- per FBC, TAS 202-94 8 Test report on. 1) Air Infibratmin. Test, per FRC, TAS 2)(P-44 19- Notice ofAcceptance No. 14-0916.11 isswdtoKuramyAmerica.. Inc. forth& 1 Egress operabL-doxsmwtccm*y%xithmmelmrs-id&orheufttper'FBCreqummemtasapp'heable. 4) Lauge Ca F3C. per TAS 201-94 2) Unifeim Static JAirPtessure Tesi, per FBC, TAS 202-94 4,SeutYGbS& (C'Jear L and Urlike) lutfrilayef", expiring an 07,104/18. 4� Porket walls under separmte approval, to be reviewed by Buikling official 5) Cyclic Wind Prewure LoiadingW FRC,_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 202--94 9- Notice ofAcceptance No� 1&1117,01 issued to Kum. my Anrrica�, Inc_ folL their LAREUNG: -Each unitahall. beara petrnment label with the alauffachue?t name or lo �6 Forced Entry Test, p&FBC, TAS 2024.4 4) 1AW Missile InVact Test peT FBC, TAS 2011-94 �'rrwdfelg, 1-3traclear, Clearand Color FVB interlayer�". cipiring on 07MSII 9,. following state�, 'Wiami-Dadee County Prbdwt CbnvolAWoved" noW herein. alang -with =nked-up draw-ings and im�,im-diagram lof-vinyl 404 glass dox, pWared 5) Cyclic Wind Preimre Loadingpff FBC'TAS 20 W RENEWAL ofthizNOAshidbe coakderedafierA venevA aWlication has beentiledatid 1herehasbeenvo by, Fcntsft� Testing Lab, 1tic- Test Report NG_ FTL,9147,� dated I M11 5, signed and c$t� per rBCL 2 �6) V orced Entry T TAS 2(2-94 FE STATEIMMI�TS change in 1he applicable buddin geodenegafivelyaffectingthtperfomumee�oftlu-sproclueL oile scaled by Idalmis ga, along -arithmaiked-pp, drawings and installation diagram of vinyl sliding glass door, prquird I- Statement lefff of confortnance, with FBC _-,*Edition (2014) andYBC-61kEdition TER&fn-ATIONoftliisNOAwiUoctlx'afterffiL-expiratiQadateoirifthetehasbeemaxe=si�orchmpiftihe 4- Testreportaft I)Air-Infiltr0ionleg, per FBC, TAS 202404 byFmaftatkmTcsting Labjuc-lest KeportN.,.o_F1L6_337 (umVIm A-1 tbruLA-5X dated (201747� ismed by manufacturfm dated 0&14117 signed & sealed by Lym Miller, P.E_ matedak, me� andiof m=ufiw=e of the NOA as e*seuze&ofauypro&ct, 2) Uniform Stalk Aw Pressuze Testr per FBC- TAS 202-94 1IDd/10, s*W and scaled by Jorge A- Cmw, P. E_ (kibmiaed under A70_4 X6. 11- 0 fii=cial -ued by nanufwftuer, signed 2- Statement -letter ofn intcrcst�, dated 6V 1917, iss mi for sales. advertising or any atherptiqxses shall automakic allytenumle dais NOA_ Failurew coop�ywith an Y 3) Water Resistance Tcst� per FBC, TAS 202-94 Olef-09) & smlcd,by Lynn Miller, -P-E.. section-cdthis NOAshAbe ofNOA- 4) Ixge Nfig&.1ppad,Ted perfBC, TAS 20.1-94 ab com 1 Letter of 1 ph2nce, part of the above test reports. ADVERTISENOEINT: The NOAaumbei precededby the words A�fi= Dade Cmaly Florida, and folliowred by the -5) Cyclic -Wind Presswe Loading per FBC, TAS 203-94 X -S C. C-ALC ILAHON 4� R=EK Test Proposal No- 17-4387- dated 05/0511 T signed by Ish2q Chanda, PE_ n 0 eipiafimdatffinaybe,dispWyedinadvergainghtetatme- Ifanypordo flieVOkis displayed, then it shall be 6) Forced Entry Tes k� L lx i FB C, If A S 2 02) -94 1 Aw1ar vffffimfion calculatiow and. structural an*sisl mWly -2014, -ing wffbFBC done in it entirety. -along with ma&ed-,up drawin andinst2l1ation diagram ofvmyl slidinglgbss door."ared 95, 2"l Se.16 si�L scaled J�y prepared by PGT.- dated 111094 5and bst revned = 0 ana iG. OTEER IN-VEC]TONNI. Xcopy -of *is en6re NOA.Aall be � MMUAWftU&' P10_1j&d to the userbythe ;ftfttCn and �lrati= TestingLab, Inc. � Test Rrport dated 12M115, signed and by Fenes No - fu 8,_w � 0. 1* e �N4,0,�4 iV b iff Antl"yLldillerP,E. (Sit N' !Md& 5-121 1- :Ngfice of Acceptance No. 15-1210XI, issued to PGT Industries, fortheir Sefies 2,fial[6eaVajjRVe,&r, , ectionLai 'qV __ t 0f&eBUjtd* ()fficia$. 'thejobsi*04hete ft Ort R E_ (rest repoitlevised on 0110*16 and 02,A111 6)_ scaled by Idahm Ega, L 2. 'Gla2ingconj*cs Ivith ASTME-1.300-09- 1555767770" Vinyl Sliding Glass Door (Rehdorced) -LALL cq*ing on 04,114,021 ibL:&429.05=dc4msistg ofthispifo I andtvidewepaVs E-1. F-2, E-3t E-4, nis NOA revist"s &reiews NIOAtl 5t14 4e�� 7 (�Z 4"t _:r E-5 & The submitted docunieulation w-Aa imriewred bylsliaq I Chanda, P JE. hlaq-t chmads, PX. Is Ckauds, P.E. )I lAaq�L Chas&, PX. < — = Product Control Uidt Wpem'&I�r Product Control Unit sup*misor Product Control Unit Sup"sor W - = N0A.N,*.. 21-0 2 0 5.03 NOA NO. i 1 -0 10-9.03 NOA No. 21-020-5.03 W K A N Expira6auDatei April 14 2026 Eip"tion%ft- April.14,2026 Uirch 25, 1011 ExpirationDate�-,April 14,2026 *4 1 Da te-'Ikf k 15". I I Expiration Date. ApritI4,206 E %Ppro�L "I I)Ate. -Appro a r c _n 113"h 25-,2021 E -2 1_3 PGT In&strkm ln�. M&WSL and Doors, Inc. PGT ludustrie s, Inc. NOTICE OF ACCEPTANCE: E-%1DF_NCESUB_AJ1TTED NOTICE Of ACCEPTANCE: EN-WEINCE SUBMTTED 'NO-IICT- 01 F ACCEPEMNCE: EX'MENCE, 2. Eiideace Submitted under; prmious.",bmittaI Ei, MATERIAL CERTIFICATIONS (continne) I ubmifted 3. Nf w Evidence S 5. Quano,, Put Super Suaces,'Standard complying withALSTM C518 nKzmal. Conductivity A DRANVINGS O�991 BTU ­hV hr. --ft'�`F, ASW F 1 .249 VArIR,­Pass, ASIM, D3995,'0xygpn4z% ASIM. E A. DRANVTQGS 1. Drawing No. NO3-5570.0 R#rB, titled -Vinyl Sliding. Glu-s. 'Door NOA RW, sheets, _,!d 21-96 I.G_ Durability -No Fog -Pass. (Subinkmd n7rderpretlarts X0A Me. 15440A 05) 1. 'Drawring N o.'AID-55574). 0 Rev -B, titled -'Vinyl Sliding Glass DoGrNOA aW sheets I 1 thrOugh 21 of 2 1. :ptq and last reVM on MredbyLri�� througli 21 of2 1� ptepared by mmuftcturm dated 1,0Y05)1 5 and lastrevised on 0-1101 �12 1- OV272020T signed ;n�d sealed by A- Lynn Miller, P_E_ .6. QUaneX PartL Dn"Seal cozWlying with ASTM C51a. Tleimal Conductivity 2.22 BTU -in/ si#ned, and scale 4 by A- Lynn Miller, RE hL-f F-"T, ASTM F 1249 WVIR-Pass-. AS IM D 1434 Argon Pffmcnice-Pass, AS IM E Note7 This revision -consists replacement of same e3d�. mstallation screw with flat head- B. TESTS 2199 I_G_ Duambility-No Fog, ASTM E 546 Dew, Point Development- -201F mi 48 brs- 1. Test reports ow 1) Air Infiltr�fion.Test, per FBC. TAS 2022-94 (SUbmMeW under.N10-4 ?Va. 2) Unifb= Static -Air Pressure Test, Loadingper FBC, TAS 202-94 7- Vzm I Extnisiox& Ltd. Parts complying with PVC-AAMA 303-13, Vbhinlary- Specificatian B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles fbi-VisiottExtrumims, Ltd.-VEX-1 by 1. -Non,-- 4) Large Missile, Impact Test per FBC, TAS 2201-94 L AAMA F enesuat =-, Exterior P. rofile Certi6cat ion, Program (SrikofteW zrnd.-,r NOA Na 15- C. CALC,�UATIONS 5) Cyclic Wind Piesmuc Laid"pa FBC, TAS9 03-!X 04m o) along�wiffi mated-up,drampbW aid installatica diagram of 'all PG'T Ind'ustries, Inc. 8- Vz'='.Extn dms�,L td- P arts comglying with PVCL -AAX, k, 303 -1.3 L rePresent4tht- unds-listed, below, and tested to qualffyDows 1 owsa 983 silicones 'fat D. XSStTRA.N C E prepared by Fenestration Testing Laboratory,. Inc., Test Reports No.: 9- FVC-AAMA 303-13, Vokutary Specification Rigid Polymyl Cbloride (PVC) Exterior QUALITY r Frl,7897 PGT M5520 PVC Fixed'Wmdow (urd 6 in, proposal), dated,09.03/14 Profiles for Visim Exftusion�, Ltd--VEX-1 by AAMA Fenestration Exterin Profile jami_Da I de Depailment of Reg� and &=XrdC ReWUDDn OUM), YTL-20-21LO7.1, PGT SGD780 Aluminim Sliding Glass DocT (unit 7 in proposal) M-20- cer fifmation Progran, 2107.21�, PGT CA740 Aluni Outming Casement Window (unit 8 ia proposal) FTL-20- 10- -Notice of Acceptance No- 18-1217.14 issued to Enn-gi Fenestration Solutim USA, Inc. for E� MATERIAL CERTHICATION S. CU 2107.-I,-PGT Fr%r7620A Ahmainum Fixed Window (unit 9 in Koposal) and IFTL-20-2107.4, tbeir 'Yan 3040 & light shade (non -white) XNWO Rigid PVC Exterbr Extriisions for L Notice of Acceptance No. 19-0305.02 issued taKurarky Americ,-4 Inc. fortheir > PGT PW7620A Aluntiam Fixed Windour (unit 10 in proposal) dated 07113/270, a signed Nkladaws -and Doors-, ff4idrig on 02,104,21. "Tros1folt Ultnclear, Clear, and Color PVB Gbss lnterlayerC, expiring. on 07A)&24- C) and scaled -by Idahnis Ortega- P_E_ 11 Notice of Acceptance No. 1"11 .02 issued to Energi Fenestration Solution, USA. Inc, for Notwel-of 4,CCeptanCe -No_ 17-080&0-2 issued t1aKuraray Amerka-, Inc. fortheir ws aAd�.Doois7_ tbeir-sleries `%lite Rigid PVC Exterior Extrusionsfor Windo CWMngL I= ",SeattTGhs& (Clear an.4 111ite) Class Interlayers", expiring on 07/04,Q3- CL CL C. CALCUTLATIONS 7d, 3- Notice- ofAcceptanceNo- 19-1106.10issued toVisiot Extrusions L=ked for their 'Brown, 0 < Anchor verifitcation calculations' And.structml. an.*�_smconqplyft with "C' Solu.t for 11 Notice Fdwstration, USA� Inc C oateA (Painted or Lamwltf d) NNUO Rigid PVC Eueder Extrusions,for W, indows, Editim, (20201� #ted 04021,70.pitpared by mantifactuirr, �*Wd and scaled"by t '�'Bronze & fight shade cap coated White Rigid ive E%t*rkr, uft-osion& for and Doors7 expiring on QV130i24, -6-0 AnthortyLynnh-FALer, RE, 17 )VIndows And Doon-� eVifiw on 04.116)225� 4- Notice ofAcoeptahce No- misued to Vision Exuuswm Limited for their sffies Glazing coWhes with ASTIM E 1300-44, 49, -12 and -1.6. 'VE 000 Tan 202 and fighter shades (_K4n-%N9U*)R*gid CeRular PVCExterlor D. QtJ.AL1TYAS.SLM.kNCE F. STAMEUN�TS EJM—�Ioin for W-indows; and Doors7, zq&ing. on 1202W2 1. 0 Miami-Da.dc Department of Regulatory And Economic Resources. XMI 1. Statement, letter of confonn2ace to YBC 76 Edi&u (2020), dated 042120- issued by 2ctim signed and sealed by Anthony, Lyim Milff RE. F. STATFAIEN TS, E. MATE RIAL CIERT11FICATIONS 2. Statement letter of no financial interest and of independent issuedbry m=ifacturff, dated L Statement letter of confomunce to YBC 71 Edition (2020), dated 02)01P2l, issued by I- Notice of Acceptance No. issued toKm-aray America, Inc. fortheir 04118Q0, signed and sealed by Anthony Lynn, Miller, RE, numuftchner, sigried and scaled by Anthony Lynn Miller, P-E-' 'Trosifelt, Ultraclear. Clear, and Color PVB Glass lnterkyers7, expiring -on 3. Private Labelmg Agreement doctiment between PGT, dated :033EV15 and signed by all 2- Pri.vale Labeling Agreemm.dated UDRA21 betwom PGT h&strics� Itte. and CGI 07=�24_ iffmived parties, Windows and Doors 1w., signed by D= M. %iark PE., VY. Engineeiing. on behalf of M 2. Notice of L Aemptare No. 17-080$.02 issued to KuraraY AWAca, hur'. for, th& "SeaftTGlast ", t*thccqr4X1ft=- < (0far and TV hi (e) Gh ss In le rb ym, expiring on 0 7104/23 G. OTEEKS 3- Notice of -Acceptance NLo- 1&,110&10 i&;succl to Vision Exttusions Limited for their L ThisN0A revises NOA# 17-V42k06(PVTw,CG1) and updates to G. OTEEKS srown Coamd (Painted. or Laminated).UUe Rigid INt I'VeriorEiVusions cWUMg,W2lY2l_ 1- 1hisNOArei-ises & ren#wsN_1',0.k#20-04.29.05 (P1_Aw/CG_l),_c*zingM/lV26, foi-W,mdaws and Daors�'. , aq*ing on 095002.4- 2- RER Test PWOS&, #19-11155L dated app[()Ved� b'j Iftq 1. Chanjd[a� P_Ez eViring 2. 13W current assocated PLA CGI file #21-420 �01 o*� 04114Y26. co 4. Notice of Acceptance No. 19-1106.11 issued to Vision Exftusim Lftnited for their 04YI4,21- sefies, "VE 11*0 Tan 202 and Voter shades (Non-NVhite) ftid Ceftlar PVC' UJ Extefloi,Extkusions foj-W�mdows and Doore', expidng-ou 12P29/2L 15"7 � ]Aaq,L 0"dq� P.E. Tzhaq L Chanda. PX. I344�x Chanda, PX. Product Ceu"V�xvk Supariiwr '.%� Product Control ulak sup��" z Prodiott'Control. Uilt SukrTiwr 0A No. < F-TO"flo-A �6atoi 14.2vu Expiriki,6a Dgtte. ALPril IA, 10M , r L i � . -April E*'L oj�o4jDoj�'. 14, :;02, . 6L 4prov-.'a oate: xfarclL I's, 2021 Approval nasw M-Arek 15,241.1 'Affrdvhl N4., 11fateltI.;, 2621 E -5 IF, E A SHEET NO. March 6, 2023 PA 1z O N (n U � i+�1lAM ® IVJAMI-DADE COUNTY O W CL � 0 O PRODUCT C[rNTl1;(r1, SECTION DEPARTMENT DP REGULATORY AND ECONOMIC RESOURCES (RER) I I W5 SW 26 Street, Room 208 Cast -Crete USA LLC Cast -Crete � SA. LLC Cast -Crete USA. LLC N Q �. C � "O (L BOARD AND CODE ADMINISTRATION DIVISION Miami: Florida 33175-2474 (786) a 15:2 00 > (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE t F ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED ' � -�--► Q) a) � Co ca -� NOTICE OF ACCEPTANCE (NOA) www.Milmidade.2ovieconomv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605 04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 N U 0 � O" O = (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O0 l_ O Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, t "11 " P e ed Lin el l)e it " sheet et L Drawing No. FD4612, i ed Precast and rest" ss t to s , e I of rr ,r 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet I of C .O U_ — CD } CU prepared by Craig Parrino, RE,dated March 24, 2003 and Drawing No. LT4612 tatted „p�,,, 1 prepared b Craig Parrino P.E dated March 24 2003 and Drawing No. , p p 3' S _ � g . " - ;, ,> I, doted 03124/03 and Drawing No. LI'4bI Z, titled "Cast -Crete 4 , 6 c#'c 12 4— O > � O . SCOPE: . This NOA is barn issued under the. applicable rules and regulations governing the use of construction materials. g pp g „ ,, Cast=Crete � , � & 12 Lintel Safe Load Tables", sheets I through 3 of 3, prepared by . n ##1 dated A ril 2 2003 bats Craig Parrino, P.E., dated March 4 2003 last revision , p ,+ - rt rr „ rr LT4612 titled Cast Crete 4 6 & 12 Lintel Sae Load Tables sheets 1 , f � . rr 1� Lintel Safe Load Tables" sheets 1 through 3 0 3 last revision dated 06/12114, all • —. -a O N �. N (A +r � . The documentation submitted has been reviewed d accepted b' i i- u - r o m v an p y M am Dade. County RER Product Control drawings signed and sealed b Craig Parrino, P. E y g' through 3 o 3 prepared b Craig Parrino RE, dated March 24 2003 last . f , p P y g r , z j +� f� �+ . prepared, signed and sealed b Craig Parrino, P. on 08}19114; P y • — (/) O C6 •� L� Section to be used iiiMiami Dade County and other areas where allowed by the Authority Having Jurisdiction ,� y revision �q j pqy� �] Craig A�.�iV iorE dated a7 �r{i/N 11-, G�ll�;'all signed WCd.�ealei�by L..r4Pig �ari��ioy P:�..'+., on B. TE STS /�� � ii .� (AHJ). B. TESTS March 22, 2012. L Test report on flexural testing on 4" 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have b Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and y pp 1. None. this product or material. tested for quality assurance purposes. If this product or material fails to perform in the seated by Christopher.4. Ramon, P.E. C. CALCULATIONS 1. Calculationsfor Cast -Crete Lintels, dated 08119/2014, pages 14:20I through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade Co r Control c i n that i r p y County ProductSeto this product or material 1. Calculations or Cast -Crete Lintels dated 05129103, 207 a es, preparedly b Craig .f _ p g p p y g' D. QUALITY ASSURANCE 1. B Miami -Dade Coen Department o Regulatory and Economic Resources (RER). y ' p f ry fails to meet the requirements, of the applicable building cede: Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This roduct is a rovaed as described Herein and has beers desi ed to coin l with the I-Ii Veloci Hurricane p pp p y t 2. Calculations or Cast -Crete Lintels dated 05129103, 140 pages, prepared b Craig '� P g P P y � Parrino; P.E., signed and seated by Craig Parrino, P.E. E MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. � None. DRTPTIom ESC(Cast-Crete) 4", 691 & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER . ", 1�:PP1i.QVAL DOCUMENT: uxawlilg No. FD4612, titled "Precast and Prestressed Lintel Details"", sheet 1 of 1, . Lintels revised on M LQ/u/a�lity System Manual for Cast Crete Machine Made PrecastLin s May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig i ,. • " as 1, " prepared b Craig Parrino I':B. dated March 24 2UCJ3 and DrawingNo. LT46I2 titled Cast -Crete 4 6 & 12 2002. 1. 1�etter otn Cast -Crete Corporation, dated February03, 2012, signed and sealed Parrino, P.E., certifyingcom Hance with the Florida Building Code; 2014 Edition. p � Lintel Safe Load Tables'", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Crag Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08 0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Sins,11 Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer`s name or logo and the Miami -Dade P Parrino Craig titled 2003 and Drawing No. LT46I2 dated March 24 , E, , prepared b repy g , .. p 1. None. B. TEST'S County logo. "Cast -Crete 4", 611 & 12" Lintel Safe .Load Tables", sheets through 3 o,,f3, prepared by 1, None.. RENEWAL of€his NOA shall be considered after a renewal application .has been filed; and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008 B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS1. 1. None. None: TERIVIINATIf3I'V of this NOA will occur after the expiration date or if there has been:a revision or change in the 1. None. C. CALCULATIONS materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. I. Nine. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT- The NOA number preceded by the wards Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By A iami�-Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall I. By Viami-Dade County Building Code Compliance Office. be done in its entirety. E. ;MATERIAL CERTIFICATIONS F. OTHER en INSPECTION: A co of this entire NOA shall be provided to u e ` idistributors . p h p o the set by the manufacturer or Its and E. MATERIAL CERTIFICATIONS 1. Nine. o liance Letter with the Florida' . e 2017Edition, i a - 1 C trip Le e l del Bus din g Cod , sued by Cast- o e,,,,, shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.EC14 This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Heimy A. Makar, P.E., M.S. .E., elmy A. l!1 sir, P.E., M.S. etmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. � .- v 4 i Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor 117j �'6� NOA No. 20-0630.15 ruarawatr€cwwry t Expiration Bate: 09/11/2023 k p NOA. No. 20-000.15 Expiration Date; 09/11/2023 p NOA i�3o.' 20-0630.15 Expiration Bate, 09/11/2023 NOA No. 2fl-0630.15 Expiration Date: 09/11/2023 � � � M + Approval Date. O8/20/2020 Approval Date: 08/20/2020 1 Approval Date: 09/20/2020 Approval Date: 08/20/2020 -:r z;. C Page 1 E - E-2 E-3 � 2 °' n7 � o Cast -Crete. USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-024.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAGS 1. None; L None, B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS I. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER), 1. By Miami -Dade County Department of regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS �—+ 1. None. 1. None. Qi 0 F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P,E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Co 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of > a_ 1, prepared byy Craig Parrino, P.E.. dated March 24, 2003 Drawing No. L LT4612, titled "Cast -Crete r�ey to 4, ", 6" & 1 " Lintel Sgfe Load L ables r, 1 Tables O /� V},` rys/9h�yeet,�i through 3 of 3, jb�y Craig Parrino, l .E, dated March 24, 2003�,, last � June revision dated June 12, 2014, all :signed and sealed by Craig Parrino, :i E.., on 0 January 22, 2019. B. TESTS 0 1. None: C. CALCULATIONS 1. None. D. QUALITY ASSURANCE co 1. By Miami -Dark County Department of regularorjs and Economic Resources f DER). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion for a name change. O �' w { e lay A. Makar, P.E., M.S. xeluzy A M kar, P.E., M.S. Q CD Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 2fl-0630.15 NOA No.20-0630.1.5 Z Expiration Date; 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/2Of2O2O Approval Bate, 08/20/2020' -4 -5 a SHEET N0. March 6, 2023 P A 1.5 -T— RRQ]1ll1CT-EV.AWJ&TJ0NMrQla NO. 20:M72LQ1 2 , ERMICT XYALVATIQXABrQHT-150-2At�l" 3 . L �ECO tirklill ,Z�T[ TILLIT TESTING Q, EN43INEERING COMPANY 2.2. TEST"E ­OR75: CT 6. MAT9RIAL CNARA ,ERfSTI AND SPEGFICATIONS: WATTHR A. TTLUTAR., PA - Large missile Impact and fatigue load tests were performed under Protocols TAB Shall be strictly In accordance with General Notes and Components Indicated on . VPI t-1h., -fl"IT, 201, 203 as per section 1626 of the Florida Building Code. Uniflorm static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing Et I.& U.— N,, DM719 as per TAB 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifiGallions shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0911996,996-570dated 09118/199.6, 26, of Product Evaluation Docurnent (P.E,D.), drawtolig Ill 20-176, PRODUCT EVALU-ATION REPORT #96-T30 dated 00120/1996, all three signed and sealed by Hector M. Madina, I I I , P-E., Fenestration Testing Lab oratory,, Inc. reports # 203Z dated 04/16/1998 and # 2126 dated 10/06/1 008 witnessed by Gilbert Diamond, P,E, a nd Report No, 7-UMITATIONS AND CONDITIQIN9 OF UM� REPORT NO.: 20-0728.01 0219.01 -09, ftted March 4, 2000, signed and seated by Edmundo Largaespaida, , - P. E. and Henry Hattem, P. E. 7.1. Shall be strictly in compliance with General Notes No, 1, 8 thrii 14, Indicated DATE: July 28, 2020 Tensile test report No. 9CM-I 97 by QC Metallurgical. Inc.. dated March 13, 2009I on sheet I of`26, as well as Gerwall Notes # I thru,4 and 1 1 thru 18, indicated on sheet 21 91`26 of Product Evalualion Document (P.E,D.), drawing Ilklm 20476 PRODUCT CATEGORY- Shutters signed and sealed by Frank Grate, P.E. prepared by Tlltecoi Inc. and signed and sealed by WalterA, TAIR, Jr, P',*E, PRODUCT SUH-CATF-45ORY- 8tarm Panels 2A. S R CTURA,L.EWQISEERINGCALCULATIOK&- 72. Product May be inttsifled within HIGH VELOCITY HuRRICANE ZONES aa, On 20 Cage Galvanized Steel Storm Panel for maximum penal length vs. design defined on section 1620.2 cif -the Florida Building Code - PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as welf as maximum anchor spacing vs. design wind load and panel MANUFACTURER: I length based on rational and comparative analysis, and in accordance with 7.3. Product shall only berInstalled Into poured concrete, concrete block, and 48W SX 51 Street section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, wood frame structures. Davie, Fladda3'3314 dated I 11OW08 and 0311211 5. signed and sealed by Walter A. Tillit, Jr., RE. I I-PURF9§15 1, NIT 3. MISSILE IMPALGI MISTANtE. Product Evaluation Report prepared by Walter A� Tif , lit,, Jr.. RE, (Florida License ThisisePrOdUct Valuation Report Issued by Watter A. 'nil it, Jr., P.E. ($ystsim Large missile Impact under section 1626 ofthe Florida Building Code, as per TAB 201 Protocol. No. 44167), President ofTilleco, Inc. (Florida r .000 I I ,A -671,9), ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method i,D of the Florida Depa rtmont of BusineSs and 4. W D LOAD$ RP-SISTANCL- �A%J10likilit", I ,0�1.'�ik PL, TJQ),� ,� , �� 4 Professional Regulation. -M-N - 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind ...... 1. � 4 , I .. �;, - , �,, ow� I . -1-1-N . -I �, A - III 4' � � ,-I's " .. This product is being issued an Evaluation Report as described herein, and has pressures- Maximum panel length Shall beas Indicated on sheets8,10,14,1115, .,�--­. 1. .. - . - I., = be lart verified for compliance, in accordance with the 2020 Seventh Edition of the 16,19,25 and 26 o1`26 of Product Evaluation Document (P.E.D.), drawing Noa - 1 .44-107 I -- 5-*4 * * 1 Florida Building Code, and to verify that the product is for the purpose Intended I 20-176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 1 1, 14, 15,1 7,18, 19,20 25 and 26 of 26, of Product Evaluation, Document (P.E.D.), , .. - ' , 49 , * 71 , 12$?,o_,.� STAT50F at [past equivalent to that required by the Q ,,ode. draviting No. 20-170. ,,, 1 1 , ­4��5,t -1 "� W / f 711� '.-.,IL4OFa,0?1 - �9 1 - � -.11 This Product Evaluation Report shall be subject to review and revision In case of I 5. INSTALLA�TIION: 11�;�, ... 11" 01t ONAI� , " a Building Code change that may affect Its limitations and conditions 111111W11110 Installation shall be performed strictly in accordance with details indicated on Z EVIDENCE SUBMITTED: 2�l.PMDUCTEVALUATION-PQC,V,M"I(F.� �Q- sheets 3 thrur 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as WATU D��TILTECOADMONRFCORO,SIP.E�REPORT-20 I GLOBAL, PROTECTION PRODQCrs,LLC1,T0rSA43s. aVAA1Zt0 STEEL STORM PANELk DFtM * 20476 � REPORT #20-672*04 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANELTI, Indicated on sheets 8, 14,16,26 and 26 of 26, of Product Evaluation Document sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (RE.D.), drawing No, 20-116, Tillit, Jr-, P4.E.;,datod 07126/2020. This drawing Is an integral part Ajpls I kAJ19 flfo" Evaluation Report. 0 f 11, kkkAgil 111111tio", 9 TIZ41%. ,,��- A r/4 41A ,01,'M . �.. �- ". I.,; "' V ,.�' " ­..:..., - ', ,,��R - - 1Z--0'Q"" GEN 'I. V,�� % - 1� ,-- \� 'Ve .. T S- I.- ... , . , . -. I/ .,. E 5�� I '� * `� - I - N :P� , , , .*.- i I 11 - - , \\,- It ------- �*.,Pl ­ 1� �� ... � - - - 11 , . . NO,44167 % a f , ,�-, - I - . - ` , - . 167 = � I - ^1 -7/ '. I �, '17,�,',��) * ,; : = -�! .- * S � � f � - � I / , --*= I / � 11 -,a *. � ­1 . ;: � 11 S11 !, A , de I Z .1 N ..., . "I . . . ' ' I , "I - / Sk -;�t SIATE OF ��, - ­_1 . "'-�'PtOR1ID%.,-' & ... ,.. � -A- - .. ­ I , I I , , , , , . - , 6155 NX 36th Street, Suite 3Q5, MigiLl, Florida. 33166 - Phone: (305) 871-1530 - � , ..."', � .,.. 1, GNP- - � PIPHIllmi'll ,� I 'q$'0%, I 11 11 I 0MIFRAL N : 8 3) IN CASE THAT MWAST STONE, OR PRECAST CONCRETE PANELS. SrJCCU OR WOW BOARDS BE FOUND ON THE O" FM 2a Mae GN EXISTING WALL, ANCHORS SHALL BE LONG COOLISH TO REACH THE M,VN STRVCTUREE BEHIND SUCH PANELS M 0PRM00U"CTLVAL=WnON I - STORM PANEL SHOWN COVJ%0a (P ED) RAS BEEN VERIPED FOR CONPI.L.NCE IN ANCHORArE SHALL BE AS MENTIONED IN 0,I) AND IN 6,2). ACCORDANCE WITH T"E 2020 (7th EDMON) OF THE FLORIDA BUILDING CODE (C) M-MIMM-wo r-AJA.MWLL DES" WIND LOADS 0*1 BE DETERMINED AS PER SECTION I M OF THE ASOW MENTIONED CODF- - 1/4*f TAPCON ANCHORS, AS MMUFAMRE0 BY Of W, BUILD". INC FOR A AND _ 01 4-10 PANCIMATt FEN" to AND PANVLAIATE PLUS ANCHORS. AS WMFAMRW BY ELCO CONSTRUCTION PRODUCTS M 0 A� By " INCRE FOR A 9WC;71qJ1Y-AWK4Di-086 USV If, AND ME =ENUSEM3 "'k1EoLS a � - , 14-0 LAC SCRE" PER N.D.5, DESIGN PRIZSR.IfTE RATINGS INDICATED ON SHEETS 7 THEW 12� 14, IS, Is. IS 4, 2o, - 7/1610 � 61e WOOD BUSIM AS DISTRIBUTED BY ALL, POINT SCREW, S*J R, SPECIALTY CO, N ORDER to VEPTr= MOVE CONDITION ' ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 C I) MW K�ETPATION INTO WOW Of TAPOON ANCHORS SHALL OE� I 1/2' AND 2' FOR ELCQ PAN04HATE PLUS FIRST RED TO A4.0 DESIGN WORI LOADS W MU1,11PLYINO THEM BY DO W ORCEP TO I PZ,�� COMPARE THESE W/ VAX, (ASO) DESIGN FKSSUM RKT#4OS INDICATED ON SHEETS 7 THRU 17, I*, 15, M 19 A, 29, FTMAUE , 114 ORDER TO WWY THAI ANCHORS ON T"s PrIc AS M I A 331i RICR CO OSeDOITO THE WOOD FRAME UN(I SHALL BE ; 1/2'. No WFAM 'M WEIM NOT OVIR STRESS' C.2) UNIMM TURFACED PENETRATION or LACZREW ED EAU N ALLOWABLE PENETRATION L410 STUCCO SHALL BE AS PART OF THE AtOUIRED "CADED POIETRATION. STITESS MR %40 LOADS WAS NOT USED IN THEP AXALY14S. FASTENERS SPACINC 10 WOOD HAS BEEN DETERMINED W ACCOROA14CE WITH NXLS, 2018. C 3) MINIMUM EDGE DITTAPICE: OF LAG SCREWS, INTO WOOD SHAU BE AS INDICATED IN T"r- DRAWING STORM PANWS ADEQUAC!Y VCR AAFAM AND WIND M5744E RAS BEEN VOHFEC IN ACCORDANCE WITNI SECTION 1626 OF THE MOVE MENTICNED CODE AS PER HURRICANE 0KAREERING & TESTING "C� REPORTS 95-569. 96-570 Ak 96-73D AND C.4) MINIMUM PONSTRILTON Of' WOOD SUS�M SHALL BE S/r� 1/4' 0-20 SCREWS USES SHALL BE 4 I/E' ONO WNIMUN FENESTRATION TESTING LAB INC,, REPORTS #2032 I.. #2125 , AS PROTOCOLS TAF-201. TAS-ZO2 AND TAS-203. SHOULD STUCCO EXIST, AND 1* MINIMUM " WALL$ WITH NO STTICGO AS WELL AS AWRM TEST LAS Of SOUTH FLORIDA *04W. #0219,01-00, AS FtR'rAS 201, TAS 2OZI AND TA5 703 STANDARDS CJ5) IN ME THAT PRECAJET STONE, OR PRXCAS,- CONCRETE PANELS $=DO OR WOOD BOARDS BE FOUND ON THE ExiStlK Z, ALL ALUMiNTUIM EXIINTSIONS TO BE W0,16 ALLOY AND IEMPUL (UNLESS OTHERAY51, NOTM), SOL SHEET 2, OU� ANCHORS , $441 BE U(Tt4 ENOUGH TO REACH THE AMIN SMCIPURE SOVNO SUCH PAHMS AMM� SHALL BE AS MENTIONED IN C,01 C-�) & CA) I ALL ALUMINUM SHEET UEIAL USED AT CLOSURES SHALL, R0T TIHIS-HI4 AUUQY� (0) ANCHOft SHIALL iX INSTALLED FOLLOWING, ALL OF THE RECOMMENDATIONS A" $PECIVOTTUNIS OF THE ANCHOTT'S MASUFACIIJRGA� A ALL STEEL SHEET METAL PMELS SHALL HAVE STRUMM QUIALTY SIM ASTM A-651 GRACE 50 MINIMUm, a-60 CALVANIZO STEEL DESIGNATION Wj"� S&S w (AFTER ROLLED). & PAYELS MAY''430I at INSTALLED HORIZONTALLY FOLLOWING RWALLAY*N DETAILS BROWN W sr"ON 3 TIMUW 10 (SHEETS 4 TWO" 6) EXMM TIKI HEADERS 0 4 Q SIVHL NOT BE USED, 5. ALL SCREWS TO BE STAINLESS STEEL )04 OR 316 INS SERLI OR CORROSION RESISTANT COATED CARBON SIM AS PER D114 50018 W 9 11 SHALL BE THE F&SPONSOUrf OF THE CONI[ft" 10 VERIFY THE SOUNDNESS OF TW -STRUCTURE VO4ERE SHDTPTR IS TO BE PSI YIELD STRENGTH AND 90 AR TENSILE STRENGTH AT S44LL COMPLY W/ FLORIDA GUILDRA, -E '1�50 SECTION 2. .)--� ATTACHED TO WSURE PROM MCKORAGE- THIS WUMOR SHALL OKY 13E ATTACHED TO CONCRETE. BLOCK OR WOW FRAME Ift"NICS. r DOILTS TO BE ASTM A-307 GALVANIZED STEEL. OR Art 304 SERIES STAINLESS SIEEL� WITH jAl �. W04NUM YIELD SIRENWH. 10. EACH REGULAR STORM PANEL WITH LENGTHS . OVSRS`-S = i02 a- 9 4L 10 AND ALTERNATIVES ETW SW & IOW ON SHEETS 3, 6 * 12 IIESPECMELY, SHALL LZ �4�AM �Y =6111AW04 INSTRUCTING OWNER OR ' ANC�IDRS TO WALL SHAU� BE AS FOUOW TENANT TO SECURE PANELS W" APPL�1­4 RVtW0TkW&NT DURING PERIODS OF HURRICANE WARNING (A) W­=Si]eG�aQlBrED­rQNGrETE- It THE iNSTALLAXION OONTPA" IS TO ,CAULK ALL-SHUTTICk COMPONENT 00% WHIOH REMAIN IN CONTNUOtM CONTACT WITR -;T/4'0 TAPCON AKNORS AS MANUfACTURES Or tT,W, EIUIUOEX� 14C (Mio. rc.3jer V.,,,L) T14E BKOLOINO TO PRVK-Nt WIND/RAIN W.WN, - /4' 0 . 7/8* CW-40 ANCHORS, AS MAJOUEAMAEO BY DENALT INC. (MIN. f'v-AOGD P.-) - �411 . 3/4' SOIJO-SET ANCHORS, AS Ol"190TED, BY ALL POINT SCREW, SOLT A, SPECIALTY CO. 12, STORM PANEL INSTALLATION SHAILL COMPLY WN CPCCS 114MATED IN THIS MWM PLUS ANY BUILDING; AND ZONINC SCOULAPONS (M� - t,-30W P�VA PRWOM BY THE JUIRSQ!CTION WHERE PERMIT IS APPLIED TO. - J14- 10 PAINITU44TE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANLIFACTURED BY ELCO COKSTRUOIJON PRODUCTS- I!T, (4) VMS PRODUCT EVALLATION DOCUMENT (P.E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRWOE INFORMATION N� I' MW P"" (W ­ ) POP A SIM SPECIVIC PROJECT; ]�*. WHERE THE SITE CONDITIONS DVMTE FROM THE P,LD - 114*0 CF TZ-GRP ANCHORS, AS MANUFACTURE-D BY TRU-FAST CORPORATION (f`.-MOO p­.) A, 1) MINIMUM EMBEDIMEN OF TAPCON ANCHORS WO POURED CONCRETE SK41L BE 1 4/4�: 2* FOR PANELMAlt FEMALE (b) CON[MACTOR TO BE RESPONSIBLE FOR THE MILECTIOM, PURCKASE AND INSTALLATION INCLUDING LIFE SAFM Of THIS PRIDOULI I BASED ON THIS P.E.14 MOMED HE/SIIE DOES TIM DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 0 AM PAROMOLLTE PLUS AND I 1/4' MR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE LE THE CONTMACTOR'S RESPONStaTTOY &2) CALX-;R A, SMO-W ANCHORS SHALL BE EMBEDDEC, 7/8* INTO THE POURM COACRETE NO EMBEDMENT 1410 W THE PRODUCT EVALUATION DOCUMENT *14 BE CONSITIOREP INVALM if MOOKIES STUCCO SHALL BE PERMITTED. �14` 0-20 S-PREWS USES SHALL BE 1 1/2' LONO MINIMUM SHOUJ) STUCCO OKIST NO I" M"MUM FOR WALLS W10i NO STUCCO, *6 MAY BE 4EADCD SCREWS OR ALL THREADED SCREWS WIC NE6, W STIT SPEOM PROJECTS SK41 BE PREPARED SY A FILORIM, FICOMEKT) ENGINEER OR ARCHAM7 WHICH MILL, BECOME '04 So WIVH WING, 4UTS Emakilem,or REcom (r "=E OR04ECt AND WHO WILL BE RESPOfteik FOR T14 PROPER USE OF THE P.E0L or Pecm,AcTm As A varEDATO rNatmok To ox &3) IN CASE THAT f%016T STONE. PREC" CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOU140 ON 114t PIEJI� ENGINEER, SHALL SVBMR TO THIS L4TIrR THE SITE SPECOC MAWINDS FOR On", EXISTING WALL OR PLOCHIL ANCHORS SHALL BE LONG ENOUGH TO REACH THE W*4 STPIUT�l BEHIND SUCH PANELS ANCHORAGE SHALL BE AS OFIVIONED IN A 1) AND IN A.2). (6) THIS PZD� SHAUL SEAR THE DATE AND ORTOW& SEX AND 51GNATURE Of THE PROFESSIONAL ENGINEER OF RECORD THAI PREPARED 'Tr (11) ?'EXISIM - /4' APCGN ANCHORS AS MANUFA�TuRED Ur r� T W� SULDEX. INC. 14 SHUTTER MANUFACTURE" LABEL SHALL BE LOCATED ON A READILY VISIBLE L=TIDN AT STORM , 7 ����, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILONG CODIE. ONE LABEL - I/ _ I/ 4� 0 , 71W CAUK-M ANCHORS, AS MANUFACTIRED W DMALT INC (WN. eI­t5DO P,-) WALL SEE PLACED FUR VMTY OPENING. I.ABEUM. TO COMPLY WITH SECTION 1709 9.2 OF THE 00 ), 3X S"-SvT ANCHORS, AS DISTRSJW BY ALL POIN7 SCREW, Bair A SPECIALTY CO- FLORIDA SUL104 CODE (MIN. J�­1800 MIU) - I - 111�-Io IARELMAT� FEMALE IUANID PARELOATZ PLUS ANC*(M. AS MQWFA CRED BY ULCO CONSTRUCTION r Tljw MAlow SHAUL C I MA44 KRARTS W THI PMOUCts (UN, t*",2071 0 W Ill"# � PA I) A "ONIV % - I/e PF TAP-ORP ANCkWAS. AS "UFACTUREIT BY TRV-PAST CORPORATION I Tk %T .1, , :. T'N, I 8�1) MINNUM EMS"Voit OF TAPCO44 ANCHORS, CLOV, PANEEMATES MD OF TAP-GRP ANCHOR, IWWO THE ,". I- .. .�Al. FLORIDA BUILDING CODE Lfth Velocity Hor one Zone) BLOCK UNIT $11AUL BE 1 1/4-, -. . 1' �*= II'm W, 20 QOE QLVANIZED STEEL STORM PANEL tj, f$ ; '� - . Z DRAWN EV. 0,4 167 - - � = 82) CALK IN Ar SOLST-SET AM44M SHALL BE EMBEDDED 7/6- INTO THE CONCRETE SLOCtf LW� No EM � INTO STOCOQ�%UVJ­ BE PERMITTED i/4* 11-20 SCREWS USED SHALL BE I t1r LONG AcrekluN SHoUtZ GO I , GLOBAL PRoTEcroN PRooucn, Lm I EXIST, AND f MINIMUM FOR WALL'S YON NO STUCCO. :� -V .. QAT-. - : 01-- LA` p-, STA OF .. - ASIX, �W, a SUM , - " . - IT WME "L. 333t -S% 10R DN - ).,KX, .`ci.).AA­w 20 �,� �-O:-­.-V,� 'I'D" to, -176 q- ." - �----- �, , �P , .... .... , 4 xvw �- - i� , I - 1� aw M. . -IMAt, . I - I - "V I or a I I I I --- - I- ----I-- ­ INSIALLABON 1141Q EXIONG POURED DETAILS FOR REGULAR PANELS3 CONCRETE OR f;ONCRETE BLOCK STRUCTURES =4Mm Aimm - ceia VcHmm M comm" ANCHM ,- a notom 0) co"WIETIL AW�� =1114= -,I\,- --LD­- - (SEE SO-EVULE a" Irl CONORM AMCHM omm : EPI-11=61 CONCRET 1-4 � -44EM a TH*0103�1 � E""G 'W.mi -1-411 *Kroi a VONTIN 0) [-�� 1 -..,�� , 1. .- I "%/`,� =_ �4 TIV _J t/4- I , 'XINIQ��1`1\ 11,�,�i� 1,0z'k, A0 I --- ­111111 � ",Z� ­­c `54r% r - r 1XII, .I i 0.51 �i , -T��R� --- I ; I I/O i 1 i ! D. SEN7 , . 1 4 � ; I I I I a - I 1�1 -----.I i I I .. � '. E ­4 -4� i V I . - - ,,�� 11 � - , -- 1 2 i I , -(�) ; , I J CUkR&, L =:�� I, � I 1 ZIA 11., -�l � 1", - --QVWO E I - .14=r. N I i 11 I IV 50011Z I A � amlaws, S 1 Elan, Vic 0 I . � Sol =f � I I -T is �FQRSS�ft - I --,@ I I � " lyr ox v 'IR- - � i I ,a ,"# . ZN = .A." "'W", 11 � I 11 I 0. t I J A-. wr 1 *1 IWAIRKIMi - i ­ �, ,(i) I -- "'W A I 0 I AT %AeL I I NX -� " I 11 ..." ­1 �, MMW � LI-111 -,.,- - -, -, --- - ;F4. 10, OVAL -11" � I , , � , I � I I I I . e, -- - - 11 I I =--.j i I I I =", � : ! i I i I 9 ­ ­ ': ?, -­-�- � I- � - ; I -­­ � _A- ­­:�� � 1:1. I- — 11 ;- I : 1 -CD i i 1, � I i 6 I I I I I I I � . i : i 1 I d Z . , I I V.. - I -1, ILL'! I . - I I I , 11 I - im-. ; � I 1 : g. - / I I -- E%4W... - - I I I i - - -- -- -- i I *-. � - 4 - il ROD I VIRSIVIT, P �hlh w � , I to I - ww- ­r, pP, : .1 � r IL Emnita P - ouw,� , i , - I Easr"a PaDRS E-O , ' .. ,,q) , ,� I CORCRETE OR, - 2 � , ;� � , -Z I I ­-f ZZ; mo - RVOOM SLOOK I ­­­- CONCRETE 84M -- ----- Rtcum� I - ,� r tT-r- 1 I I t­� � , t-f, � R, .... S. 1� I i­�- � I - ­­1 I " "I " =.PUR�, I- i,/,� '. - . � � , .- � OF 11 �--- —gi2 L ,-J -� M" . � � , la - ,P �,ft I- .1 / - I , CDNCROE , STA"OtEDANCHM — I V/ sw I - # OI- . (D o. — , . 1 - ED.--- -0. . OOKAM mom -- , , - 00 � I 101". .0010.) I I V ,,- .1. , -� ". I ;( - 1. " " 'A � 3.9& . - CONCRM ART At , i� ow IQX W49VAZ ON (SEE SCHEDULE ON q gem a Te"Umi 1) - "M9 . "40JOH 0) (SM SCHWA - , SHIM a THeomo) SHDM 8 THROUGH 0) WAU, MOUNTING W R1.4 CERING 11 a MOLI"No I 92 qm�; Q MR WOURTING WW AMNM I1UILQ OUT MOLIONG wm,4k I ... ,-V.---- --1­-..-­- i ; V F.D. - EDGE DISTANCE I M %M I -0 (SM SCHEDULE ON I 0. � 5114AK" - I I I %iEM 8 & 9) V-- I I i I i - i I M.r. I I i NM " I Nowwwo i Ve Q,C. � i " - !J :, a OBAII11011"J'% � . TOP & BOTTOM MOUNMINCS, CAN BE COMBINED IN ANY WAY TO SUIT ANY I ! /��-N!��!�7:,!�l �,� - �A INSTALLATION, I --�- ,,,,��\:,�k�-,,\l��-�:,�,z�,�,�\N\\���,�,�"'���,���,,,I ­;�\�,,��i,,,�­qtp �,§��11 I � Z11 I ".., � - X�Gft .. Ov -C, '.. S, ElostiNG POU ,, "`�-�/A , �, �' 4f ." . S Z -, I m - FLORIDA 8 Valoolty, Hur Cape UILDING CODE (Niqll Zan 6) . -,� REOLIM. --,-----M--- - I", , .1 *. 7 . S . s t * . = 4XION) Imo. W. 20 STORM PANEL UGE GALVANUED STEEL FP. � sr—.= CEIUNG S-01'. .. *Z " TATE . � - -� -,�, - 0,91 I , I -19N/, -------\ GLOBAL PROTEMM PRODUCTS, U.C. / ILT r E—co. -W STL S 5DIM 011.0911. — 0Z,'m - AMP AIIIIIIIIING - go - - -;---- - ­*1114 Tluff * 04::;gtr "`"` .., 0 -.I", - SO4)4r-er FAX = Ail, .Xc* ANY -.,:k`='4(A,,),,-&", e, ftok "'HE AS �� 20-176 semi ;kA-I' I 6MMMMAW Ok Fm � ; J:i -, — I - =, 1�� �� ; J ARAW4 N.; , , FIX J", P4 : . A� # 4_41 L7 � -E�� am - 0 20 ., ,, . ­', , , 1-111, � /N — — -- LTECO iikkilc\�s, TILLrr TESTING S. ENGINEERING CC . w�iLijjC----'­--­ 'LL-'---,--- A I TILIA JILI 1"L tilte 'ttaol.QuIn FRQ]IaU-CT EVALUATIUN REpM 711P.T, 1� 4416' FLCA.1-i-I,)R,,-5-�M119 REPORT likki 20-0727.02 I DATE, July 27, 2G20 PRODUCT CATEGORY: Shutters PRODUCT SU,B-CATEdORY: Storm Panels PRODUCT NAME, 24 GAGE, GALVANIZED STEEL STORM PANEL I MANUFACTURER. PMdUWt.= 4800 S.W. 51 Street Daviia, Florica-33314 t EURPNE QF EVALUAIION, This is. a Product Evaluation Report issued by Walter A. 171111t, Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 614320-3, Method I D of the Florida Department of Bustness and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has , � I 11 been verified for compliance i , n accordance with the 2020 Seventh Edition of the Florida Building Code, 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. 9MIDENCE SUBMITTED: - ­ftl­ ­. 9--tt -­...­� I - - - - ing Nip, 20-11 75, titled "24 GAGE GALVANIZED STEEL STORM, PANIl , 5 1 tbru 18 of IS prepared by rilteco, Inci; signed and sealed by Walter A. Jr., P.E.� dated 07f2712020, This drawing is an integ*Ot , �#?tk I a J ation Report. ,"�K,t ,­ 1i .11, �', I '11. 7"". . I 0 1� ,� , , - ;?I-�0` \GEN,7, "... . . `!��� V T -- e .. I �­5---:J�2t�t`167 %. 7 , * : : ,22tnv�- ' 6-1 55N.W. �6th Street, SWte 305,,Xiarni, Florida 33166 - Phone: (305) 871 - I COMEPONENMIQ8 REGULAR & LIFE SAFM U-01RM ME LSCALE 1/2-1*) -------------------------.If,,I". JMAL WVM)------,11----,-.--..-,,-IL---'-------7 ­..--­1­--­­iS In . : --------- -- 42-500' CEFTEMW WWH)--­-------- f , (TOTAL *IV.)- ­ - - ---,-- ­- � -1 � . ! I i � , - ----.----a 1/4" - .-,,-..----- i i : 1-------62W---- --- --- � I . � r". 4 I I I ; �'-� ,� ­1jr.­ Y­1�3,w� --I.�PO'- � " .� � I I �^SOD- I ,, � I i - � ,, �, , - t -,,-*' - " N, COW wL 1.350" -, A I N I " - F - lla.- 'i, %,�, I h/ ;�� -- 4' . 1,� O&VARM , , X . , , � I �� -100* ,;�T,� I I . *0 - 2�ea "I - M, THICK ... " . � GRASE SO ker" � -4 - . 1,62"- - " , 1 2.0.7 i t-W "IV. � , , 4ALVANTIED STEEL � I ODQIE- - < 11�1 ASTV IL-O" I - . . '2�1 � . - I Typ� � - 2.000" ,�.�,/l TYP 1�1'1 I , N. HIMEED �-T � - . GRIM, so .160" MAIL AT I � - � : OCPAIL 0-60 CALVI 1 -- - -CW---- � 48.6 . A , I � . 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" I � r--, I I i-, FIW I I - -M -- , -- 1 � i , � � i � Old -­1­-­-­S' M­­­­-­� - �11.1­j � � I -I TV �ft,, a. �--I,Goo­- 1 IL :tty IsamEnIc YIEW / � ­2 ROUNDED CORNER 0 ENDS Of PANECS ne it ..W?T-,- L--2,DW---- No UP W/ KEIAMED EXE� 'h' It MMLMMIR ) ANGLE (R ANGLE MM STUD @ ANGLE WM4 (14,7,S) (D @ (� REVERSE STUD -- -- - ---I I AM �-=-f I SEE W. I __A 1/14 A, 2/14 A-U4' * .374' .374* _TYPL TRP EDGE . r--� .006' - DN' -, L7W'- OF , i T I--- ,M. I 1 . , " .310* . 7 FARM ,I$$- 3B , : ; � ( - i ­� I , �r- ­ I�S`+j6*`o­= W4 SUM . I � - - ­-J i-­­ . r -J, ­­J, IF I FZ - -- - *" - rV4 I I I I � - --�4 MW I , TO � ,401"I, r .AW /--314-7­111 � . -- I I , a �­ I 162V I I . , � _ , I T­ ­5-t. -- = -4 =,�. i I - - -"­-� i,61, � I 01 - 1.571 I � N'� --'..,I � -,---., / � . 1390" i L­ ­­ -D - I I I ok�'. 11 ; 'a 1, e 1-5*11 i I It r � 1, � % I I L i � . L . 110� � i ; � -W.=,% -�iii7z- t � --i I !, 4 v 4 Zoo` - ­­ _ q dMT PAMEL DOW I - Aft ,a"' I I lt--`6�-­A-==��, � -70-8i�- - � - � ��­Ir. I � , 1 ,�..-� I iw. --am) 7.DOD` a (�) KEY HOLE WASHE . . ­063* @ !E" MAG.9 &= (R 3X ftC TRACK (7) RK ELArED : il—­1 i M036- (W�) -ow - . koma Wn slu G�&VANVMW SIM I /`� zwt I � I = - , " - , i ----I I ) ,,* O.F.!!1,044N, ; u IS' low, el � 0 i- __w � � I . .... .. 1-1-111 -I � ,4' P.-�;��flklj�'- , - e i I � 8,..P3-� ST4 � � I , I . . 7S.0 " ­1 .. 4-14.4 -, 1 1311.. 11 � L � I ,­ � �` � � 1. I , f - � -j .� I ­ -- " =-J , ---i ... � \ No 44167 1 " � , �� - . � -,,-Ida .*I � -- ­/ a I * : . FLORIDA VQLDINTG CODE (fligh Vvl*oi� Nu ,� ­--i I % *. i , IN can$ ultolil - � . , . , ­�- �W3�_, n i ,.ZNWM: Micm ­-M9DmFP'*A4EL I -a'. STME Of 'QZ erm TALTaXIL M � --- t-L-==Mr ,12S-� �-A RATED WING NUT ,�, !3� .. �*'4, f 20 "GE GALVA#M STEEL STORM PANEL FP I V, I_- - - S'. 0 -�. '%O �..., "; -1 DROW W. ,W , ;-2 DOD-- (g ,,, , . q0 It -- - - "Ic's � .... . 07/910,11"s am -4 1114 /a I ­;�-- // 7MME c —5, �.., ,, GLOBAL PROTECTION PRODUM I.I.C. on- I #0 I OW SW ITI WNW qn5� S2'XZ*XIZ4* ALTEaNkItwa Un *40 M W/Out A, Cc~ -176 - - 20 'm "Mm � W" ,:1 .1. ALWANWILAKU womoLn": 6iwm W/ VWWAL "'MA-M -�~ 064='. 6.)"o-Ple, " = I'll - - W."OK N. 1 =1N11-3:4W1Z9W), 4 U-0 � ". !!�- =11 I ttov A ar Is W I I I INSTALLAIMN QEWLS MR REQUIAR PANEL2a & (Q QDSM QM MR INSDILATION IN POM COCRETE, INTO EXISTINra P0Q1jEQ CONCRETE 0 CONCREJE BLOCK STRUCIURU 9&= am 99 = 1- ,­ -AN OR PATIELMATE FDA" "' CONCRETE MICHURS .1 "We" - YAW FOR NW& LE SMM AMU U HIM =W 8M SM ,' Ir PLAS OR Or W-01W (SKE 90 n-*&W , I 1-11 &3"LAS: OR SHEET a * 0) sm smmu ON , 1. "Ma= ) I I F-1'�- �- I � i . - - * � � - - 1. I - -1. ­ - � ve I 0�& � . '0 I 1, , 'I �, hw­ - =fom� I � I `0I`MI I I W- ; I *\ \ 4 REPUIRM I 4 � t­(�J � I I I �-- I It � 1 1 � I T I I ,., .- I ,� ,,, ., I o`I* 11 L-0-m I, i I Z I i - 1 I . I I , . , I V*O I Z.. I e . '. - � ­­- � ­ I , - - � OUSTM POURED 1 -1 t I , tr , , .r. I -- - : N ;,-j - . -01 A CONCRETE Oft - - /-T CONCRETE OLD" 1 \ - of MU& I 9 RECRAI". - �,­Z � �r ,- I I it I - _J I � : a - - -... . I I I Q%,.A,-1('P.-.", (D-w mr, t­ , �r - 11 -11 - � ­­ L­ � -J THAI, 1- -- 1 77--=V -1MA4 ­ - I ,,, � 01--,­ �, ­­ It 'I " I CASE N1 �' C.-rw i 1! Rl!o I I A 0 -2 Ilr =W: I =E--i - ll 11 ti I r--" - - ;11 ­ . - . " Y I X I I 9 .AZu 4� -�r.,.WAV= ". . � - -- -- I - sopmhu I,----,X,M �. - : '. I I HI, . �- - rzz­ - 1 -01 4 i -011 I -, H, k-V7'­ A", " E � J -. = I I 11. QLAX5, i � " ; -1 IV : 11 I `,VATA, I I F.= I I 11 - " ­; i 14. �It -1-1 �7 i i I I A Wft-1a:i_- An Q% Ill-,".T.IR",�4 1 � """, I 14 I f �I . . , :1 -,4�,-"V/"�..! ,;��; , L ,,,� / � � "' 1 � � ! � I b 11 � � I -, W;t1M-"=11 J � � 4, ��,�, I 9=lf,,,- � r �, I i 7 , , ! �� 11" �� 94MR;A, I CONCREM albew � o ro, �,,, RETIVNEX, I OCISONG POUR_P' , , I CAMAMON) ­ I ,,�,, M: ! I . " I CONCAM, I I ----I I I : Am n., 1 �� i . , - . � ,y4'- — 1"�, 1­11 I , REOUIRM I, _- V - - ----,M� � I- � i ­=OLPIk. a . JZ:-r , � - '" -v�, ,/--R � ��11 I -­ -- - -i , - ='.. , ,W-, - .AS.%.g-,r- Qzx. " gm.- �W- -:12� 1 ON19- 3/4� 1� = =,r — - � - 1"XIa- A ... 415,64k. A = � FEMALE CONCRETE foc"M -1, W� ,�.,-­--",,��,,­­--, � - 11 ­ 11 I'll 1 - : ..'A ,� 'r ,� ,� PLUS Ilk V -- , r, -- - "I =;. I I DITE SCHEDULE C" ­­ (�) � - ­ - - - tSITS ON I . . ; � I I S "'I - j !;r1!!LJ NEETTE� I M-11,10 400 suvars a Tmtww 0) �1 - I - RAU III "I WIL011 IS \ " UMMAJ S�Z/ N, /..-,&-q ­O.. "a A. .I.- a � -J. -01 -0 Pme.. .."I ! =&*== ,,I --WE OF EXISTING 0 NEW I' WIDE k VARTS A If' ED. HC EDGE DWANCE � I ENNTAB � P, 0 _B� I ­­ I— 1 T"CX ALUM, WK Oft 1* . � I SEE SCKOOUE ON � 7�0 '. = F (P r�w I I .-- EXISTING, STtIcce'r P T. *DOD PLATE SAN= � SHEETS 8 & 9) I -- SCALE 3/1 . _ � I 1, I -- - vim B" vl 1 ­01 , '. , - I I 1, * NEW i, WIDE . WAn It 1/8' I SM FOR - � , - - _,r;� ALUM, TUSE OR I' . VARIES ,Q WOCO PLATE SPACER . , � NO TRACK '. , i TOP & BOTTOM MOUKTWGS CAN BE ,j ,� CONCRETE mcma" COMBINED IN ANY WAY !TO SUIT MY CANM;0") � , i � �*. T � INSTALLATION, ,,i �-- --I- 1411, - I - I I ) � I -1 -1-1 IMAIII-L 0 C�Itl I I � -� t­�_i@ t I e w C- !!��A I I � ,-: I - . ; . , � I - � ". EXISTING PokitLo " , -1p, FLORIDA SUILOINO CODE (Illgh Velocity H tails zoos) kk. , , , , , � 00ROM 400" CONCRETE OR wgp--� . AM 410MM W- rp. or� &= 3. MeA, PEOUIRm , TA.n NDWPI I -"- ' % 20 CA" 4ALVANIZED STEEL STORM PMEL ) t 1/2' W. CONCRETE BLOCK �A. - No 44167 % . DOOM W. 2 x6. SECTION X-X S*j * e. M Wt. - �1­ � . ' S .0 -----;§!--::, GLOBAL P1111011ECTION PRODUCTS, LLC. """T'" REQUIRER OR -L 0 - 7-- �m 08 V ME - Am " A, .TRW - ffall. F A"IM . . 11 . IAW. FL 3"14 . I'MONE, M­70.3� Fm osqw-anv 20-176 1111=1111 P= � - - .., ill 6w� ��, `111,7;,T,ALV `­v9_,AeNau— , I,T ­00mol;iW- DVA" N-61--i IMMAIA ­�� i :::i:::f:::::::::� �- Or I" I , .11 , � - . I Ii I I W11*111114dXV11 I I 22 TEST REPORTS. Large missile Impact load tests war& performed under SSTO 12-99 standard as per section 1600.1.2 kof the Florida Building Code. Uniform static loads as per Section 1702.8.3, per ASTM E-330. Test reports prepared by American Testing Lab, of South Florida, Report # 0814.01-01 dated 0/11102 wfirtessed by William R. Maliner, P.E., Sort ' z Moroz, P.E. and Henry-Kettern, P.E� and lRepaq No, 0219.01-09, dsted,Rabruary 25., 2009, -sighed and Soared by Edmundo Largaespads, P.E. and Henry Hattem, P.E. Large missile Impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by -American Testing Lab of South Florida, Report No. 1123.01-10, dated Nbvember23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-198 by 00 Metallurgical, Inc,, dated March 13,2009, signed and seated by Frank Grale, RE" as per A&M t-8 and Tensile Test as per QG Melailurgical Report No.. IOKM-1318, dated December 1, 2010 signed and Sealed by Jerry Jaciorfarro, P.E. as per ASTM E-8. 2A STRUCTURAL ENGINEERING C"ULATIONSi On 24 Gage Galvanized Steel Stomn Paft for maximum panel length vs. design wind load, as Well a$ MaXiMLIM anchor Spacing vs. design wind load and panel , I length based on rationatand comparative analysis, and in accordance with soction 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, I Tic., dated 12/19110 and 66/27118 #b-r this revision), signed arid sealed by Walter A. Tllllt, Jr., P.E, 3. M15SILE IMPACT RESISTIA-M-CE: Large missile impact under section leog,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201 � 4. VOND LOAM RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to austaln wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5 i 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code complianpa to work, as a non-porou� storm shutter assembly, as pat SSTD 12-99 Standard, ftW=MVALU41I N R"�� �- 3 , &.11INSTALW10W installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum Separation to glass shall be as indicated on sheets 3, 6,13, 14i 1 5, f 6: and 16 of 18, of Product Evaluation,Dccumont (P.E.D�),,drawlng No. 20-176, S.-M-ATE-13 L CHARACTERIBMCS AND SPECIFICATIONS: Shall be strictly in aocQrdarwe with. General Notes and Components indicated on sheet 1 -and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No, , 20-va. Anchor specifications shall " as indicated on sheet I of 18, of Product I Evaluation Docurrient (P.E.D.), drawing No. 20-1 , 7& , VA 4 111 I i!d W- I I 116-1 ZKYX Lai w-61 zpl I I I 7.1. Shall big strictly Incipmpliance with General Notes No. 1� 8 tbru 14, Indicated on sheet I of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed byWalter A. T111111, Jr., P.E. T2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 16,20.2-ofthe Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete bloc, k, and wood frame structures. Product Evaluation Report prepared by WalterA. T1111t, Jr., P,Ei (Florida License No. 44II67), President of T11taco, Inc; (Florida CA-0006719). 1/*, 2/4. 3/4, 4/4, 5/5, 7/5. *IW/10, 2W/10, 3W/I[O� 4W/10, +6/5 SW/10, 6W/11 a 7w/11 WM­­ --ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 0 * 0 --,�: MAX_ �-111: Uft. , FOR WOOD SEE SECTIONS ON SHEETS 10 & I I -- - - i 1 U04, � I . � I I - - I 0 -- 0 , / 11 I 0 ­1­1 -1-7- 1Y �-- D.w(D.(�),@� r-, -,-I- I �� -- -­­ - "T'­ ­f --r -r--,--7T­ � � -� �- E , I -, , - . -=-, -7 `-T --- T Fl - �, i , I I IF I I � I � I I I i I 9)-��@-@ , (D 1 , I 1 1 1 L� I I i I I I � I i � � . I I 1 2 . i I I I I I i , I I i I ; i .1 , I � i � 1 1 I I - � i ! I I I S I I 1 I, I I i 3; I I i . i I .11 i I I � � 1­- - i I i Eb I— L, . I -�­ ---L.-. ---I - --,z ,� 11 -- - , , ­1--- ­ - - I 9 . - -­ - --t -F- ­ I --- - ..7-7 � --- ---- -- -- �� " - . 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L-1 - - I l: , a I A 0 . , , I I* ­ --- ­1 A--- -I — L ' @-@),G)-@, &r� 7�1/4, _r L-3 MAX I. i 2/4, 3/4, 4/4. 5/5. 7/5, ,: NUIL -. �- 1W/10. 2W/10. 3W/10, 4W/10, 6/5 I 5W/10, 6W/11 & 7W/11 I I I I ­ ...... ­-­---ANCtiORSt FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 i ---- FOR WOOD SEE SECTIONS ON SHEETS 10 & It ­ ­ - ­­­' ­ LS 61)'& Q ELEY910N N TI& 2-67' 1/4- Va., GAP V­ -!!�--' !L- ­-) I , � - � � � I ­ -, - -- ;4� , V� I 7 L-/ N­/ k 0 7s��"" , \\-----,/, ­. ­ I A- ­­, " 4 ".., \ �10) f .. I _q - -.. %. FLORIDA BUILDING CODE (High Velocity HIM no Zone) - Fkame W=, W. PP, No 44 I 67 - = 20 GAGE GALVANIZED STEEL STORM PANEL ov" ort = * ... k. ­­-"; * I SECT19H — IT - GLOBAL PROTECTION PRODUCTS, LLC. 07/2,1120" . " . �-�, ` f4;.r SAM. N-T.S- 1 .0'. Anlr=t / 7MME c —=... � am EN. AT 11— % '. * - - TAX, 4 - " A�- - . ORV -�- ,,.... im.).='A, "31 D�N"­. 20-176 ZN&; ..... 1��i - I . . I DRAllov ft� "W ... 1"J'A- ,,'*,WA^f."k/Rk- - =M Lat -1 I EL -El I - INSIALLATION DENU FQR REGULAR PANELZ3 I a INN EXISTING POURED ONCRETE QR CONCRETE BLOCK STRUCTURES ANCHORS` FOR CONCRETE SEE SCHEDULE ON SHEET R ­­ ­­­ ............ _ PWRED CONCRETE ---"PwKD CONCRETE POURED CONCRETE 7 FOR WOOD SEE SECTIONS ON SHEET IZ . I � Olt COMMM BLOCK I OR CONCRETE SLOCK I OR CONCRETE BLOCK i 31 *M ". 3.-. � � REWRED I REOLARED i REQUIRED 1. � ! _ CONCRETE ANDK*9 i i � � ,.!A. IMK 04" -1 VALLEY) (SET Sm"41 ON f ­ 7 � 'k % 14 gym V,VV -1 � - IS" 0=0. � I i I � I .1 "E" 0 11-1VIN = fflW,WJW SHEET ,� , - D.M. f F* i � SAEU 9) � SHEIT 0) � I I I ,�, I i 11, Z � I ----"--- I'll, I , I � lm� t I P 1, , W,i ; � I -I 7, q -, I ! [ L �.' !-� ; : I s � - - ­­­­ I -----, - I , Z _ . I -21 I i --- , ---I I i-jL3-�-! , i �:1 1� I i � 3 � , I I i- I � ; � � I . I i I i ---1C i : , " �� I ! I I � k : I I ; . I � � I , � 1 ! ! I . � ; . I � ; I I ! I ! , I � W � I � . � 1 !! 1 � � . L . . � : � i � - � I . : � I . : I I J , � - , i � I I i i I � I ; . I I i i , ! i . !" ; ,,,, � F . . ! ; ,i,! � � li� I . " 1 1 � I : ; ; I i i I I A . i �� I : OF -V � : i t � E� ...... , cl � , � ! '. 1 : MAX 6 11 . I - 7 � L ! I --a . � : ! --<I -- -, - 1- ­ � � -11 ,, T � ; I A I � ­ 1 , z I JD I - , ! "I -----,, - - �� = f I - � I I I I , I . . . . . - � , ; � , � , - , I . I i ; .. � ; -1� 1,11 I& I � ; � , ! � � i i T ! I � � � ­7- ; � " I- � � 1 I � : I � I " ` �-,-- T I � � � � � i � i i I � 11 I ; 7 � 11 I " i � I I I I I ; i .1 I g 6 I � I I I I I � �� i 11 ' � WAWft I I I *I,-,= I *a - KTARVIIA, TO � I f I � "I's I � I � I i I ­­] � IT � -� ­f I -- I - 1. "a i I zarm I I � ­ i i i I ".0m. - I : . , ! � ; �; : *=w " ! �� I I � a I I I-P � � i "M 00) I � ; 11 I 6, t 11 I I , � . I ; I I r � � 1 1 ,;,. �� P I . 1 7 1 - -li � � I i e i I I I - ­ - ­ A . I—- - ­­­ . I I ­­-­1 - �. , A --- --- - I I . I � I � sm -- - . ­ , , I V I ­- - I --Z,,,- 9 - - -- -- I— 11 - I � I ­ -- 9 . ­ I I - F-7 1 i f! E : i : � or Ic , I . � � � , I I 1 6 : - , 1 I L I . , . I I T111t;Zl`SIkiz , , I.. i : i ' � - , 19 it/# ,W.,- I I F, I . " 'IF I . i , � , � � ­-1- �. M --- � 1 � : I . 1 ; , � :-rl — � , � -- - -I I ,,,, k . rAcH I i 1 � i , � k , , � I � I � i ----I I IV A -- ---- - I I i i ; 1 1 i I � : � : I ; I . � � ! 1;: � I 11 � � . I It '91 I I 1 14� i � � � i I I r"- - I � ; 1 1 t � � 11 .... .. ...... ---- t­-­-­.. I ; L I I : " -If, ; , � r - I ­ -­­­ � ­', -11 f----,----- - I - " � ; [ I r : � i I J I P I a , �, 1 � 1: I ;, � � % i - ;1', - --- f ­­­,­--- - 1 � J � � - I ­­­1­- � I � -� i � I ! i I t i � I , i : -I, � : t I � Box : i 1 � � , t I 4i'vi e-u .1.,1.7 1 , I -- l-r"W" I 1 5= : =A%S� ft- : I OF '1' ar� 1 Mill* .. 0 M MRIM T* W� ; . i � OF I, � ; : No I i : [ OF,6%L* 1- . �, ,�,� ;�,-';" i I -- MAX i 1 � i � i : --­­ --,,-- ANC � FOR CONCRETE SEE SCHEDULE ON SHEET 9 C .1 , ��,,�7 --��-11�11 3 � � , -- - -- ", -- � - 3� ��,� I -0 AMAK "M ----- , � I FOR WOOD SEE SECTIONS ON SHEET 12 I I � I Ix i � a . I -��, i � ,�, I 1 E I 1 � 7/3104/3ri I � I � . 1 1 , '� I � - - — . , � � , . � to d6 � Er 0 - , � � 60A � �` _,�� : � � � REGULAR STORM WF�,.§�& Q ELEVATION - � I I I - -`t � . � ,-�,,� ; ; I � I F7 i I � (�,, , R- , " � I I � L19. �il --, O.C. 1­1 LC-7 i 1/4' WX� W L - � *-,:— -­ - - � � P , � - I I ­�r- i �, 4 li i 3 � i - I ; I ��, --I ­11-4 �5001� � 1 Sir?" t �: �, i , ­ - � i 1-f I , . � , I -- � T4 � i �� �jr ; � -----A--- � 4MM OWiRUNP -1 WHOLE VALLEY) I IM", I i I ,- 4� SIS, WILT ? ��, , jg�/ � , I 'L . WIN HLII ! ��, � - - i i i� i 0 � � , - -­­=­­-- ­= - -- -k--A -# *3c:/-�­- �- ; � I i 0 12 1/27 O.C� I - -!�sL.X-N�­?� =:t--SC=`A�C7: YN-��C, i I � I CONCRETE ANCHORS - ��� � I i I � � - . CONCRETE AW-HORS ; vwvm" ON i I � i (SM I goomm AW.Hoft StAcomm i ) 1/4�' MAK, W . I ­ -It= so"= 04 I G ­ -*/ � krW (SEE SCHEDME ON i f wim 1) I SHEET 2) � -�REIE OR � SECM (TYR.) SU to: -1 4&!� no �­­tg��"" OR REQUIRED BUICK 11. ,� - SL,X BLOCK REOURED 'clot'Wo DIRE "Q WAL DIRECT MR WALL IFUNTING 121PECI ilaywnwe ­ .­&, 4QUNTINQ RWA"QN lAff Ww 900!1,?I(ft&'A, � , : ' :!�� ...... . -, - Ems � T .- FLORIDA BUILDING CODE (fligh Velocity Hu a--* Zano)l . - Z :, . - � WIECO. � r.P, . - E.D. - 0Q DWANCE Imilm QE SLMS, -Z : NO 44167 '. I 20 GAGE GALVANIUD SIM STORM PANEL maw . I = *: * - - - - (SEE SCHEDULE ON TOP & BOTTOM WOUNTINGS CAN 13E Z - �> GLOBAL PROTECtION MDUCTS. lJ-C. Z 11L1EC;,:. SHEET 9) COMBINED IN ANY WAY TO SUIT ANY %1. 'lueno, STREET INSTALLATION. S C - - 3"14 / AM .1 Wwrlo PHONE-1 IPA060-760k. FAX, (05006"M 6 � aaV41F I., pl- ­ NA I 0­1 ok-0001,711 *&TM . t je� 1I .k I 5;M MN I I . I - I - I . I - 11 - �.. .. 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SH 1.0 , • T' ®FaTel IeFe1 WE FLU424 ,, sa4 WALL AND FLOOR MOUNTING INSTALLATION E0 r_,._. ___6.____._, SPLIT PANELS L{�1>)t/,Y 1N. aA,s t X p Wamm, .NUT. 2' '- -�, � OYP romp t wltal T; 0 :.ti ,.i/•��Ip -i9o• Tc9ao,YNr) (Y WALLOP iAa1NPN � CfiP 1't'95p6) 601Tffi 3/1FA vftw M. ,* { � • �� aOCR 1�» c ^ N1AT41A000N », .•• °r . Ar', wdAAOIl w/ R a' 1 SCALE, T +•4:.. , i pANR w�bAI Na pMR'L \ • yrA 4 1 . ,'rN ,`.... k061aI ♦ApfSbiNME R„wa �'�---- wudnw "i4g m,wn4F mr ,Nw At2n /4» I ff 1 1 -w, �a1 r6'P TA�V aI 2, ;� tA+: wG1AAtwINm ! t' �--s ,, tn• 41„u/a' Ca. a i@ T11i Pt.CrvY1aat a iM741TAtYi)• I"REO tnl�„ _�,I .1. .... .,. '...... ... „. ja .eEn 1POxrD - __ - - ` w.� +t a Fvc : 2 _..... ..� '..• .. '+ { _ swra is 2 ! u T ~ (�, ZiXi, t a t/a� ��1/a' , p ( 11 NUy1Cw .BRIO •IRE PIA11011 SCFRDUIE)--.. 1 SPLIT STORM P IkTI{iN R � SECTION 1/ -t' mac I/gr I i1�� j { ; SCALE t/4 •1` , `;. 5CME 1/4 =T'-q. Nw°Txian St.PLE 'iJ6".1' 7 MULLION SCHEDULE 71 Cast M ',3,k4 4 + SPANS VuI� FOR O. 4 PRESSURE RATAMG Up TO + o V -72_o Ra.T n - S9 NKN/Ed1 SECTION i SCALE s/Br1' NOT' MULWN GN ALSO 816TAUE0- W/0 SttXtM pA4ETS ON TOP OR 8OTi0M Sa THA;T ,T B LOChfiEa Al TtB� OR BOTTOM OF 1'N+ENR1 (ONE PM & OP004 W/ TUBE TOP A 00MMI AYa,, MUtim SPAN (FL), `•_ RED O= YI., TUBE MIir wN - 4'-8" TO 5,«e' 2'. 4'. Ile" } W-S' Ta 8'-10` 2' P e' A 1/e'. 2'M 4"a I'll'. } e`-10' to 6'-0' 2' C 9" iE 1/6" INSTALLATION DETAILS FOR !REGULAR FANELS t & INI EXISTING W9 )D STRUCTURES 1R 1wa• e< w , :. : �. teOs-1e AID4 ----- _ - .� -,_. , : 1 r My�XNwpP nOwrcDNO ".r .. r. _ „ ,i,.w POx j 1 +"A +• p w ♦ waeca.Nmuiw Peaty oaoP wPn I 9� rM oAA aAwla ♦ dc,... m mcwP'40OP H4+9m. w,o waLa. aS.lYi1•twaf9w-m .„. AtTtlPWEv4Aa AaPdOA%Y'. j + ,... •i'4L i ` ➢/1 ry Y/P N PNt ANRl1 al. ,a Y�R .p - •'f-) _ Y yr ? ,Fa• " �._-.__ 33 "3 iRP41p+R iaa9 � •"' .� e I I t s \ - !. ! I i, w♦ R A1W i j¢ P 1 ' d 4w i9eD 19i,er } I 1 d PRA 1 IPA yy4�/x 2 ♦ 1 i q R PC wo°a.., gg ,. p r pH3r4xT'e' j �+1 a01p 18` A aE APIaPAA Ham 1u 11yy A 4RG POE-YallDAE us. r I TIC d at"a"rl, 1 Y g� mx NL ICI AM - AL iERNATIYE. 3W SOIN.E: 1 / #' : 1 J 3 woumw Yx 'x" 1 maw Ina if' ac. W �. 7 iNS7ALLATNSN -�• ALTERNATi1/E 1 W t ' Y NP 43LLMalYu Aricaw Y TIP• 1w faw,lwoM Mw w atPm ♦ r 'ANgN SCALE'. 1/4" - T' _. AT YMAOAPr a RYL. . . CEILING & �,m hIDUNTING WALL & FLOOR YDUMING wAj J MOUNFLNG IM 1g,1 ;r AL TEOWME eYt tom„ I 1 ATIONS At TERNA Vi !lw 5 A IS - 7..BOAIE 114"w 1' (SECTION T 1OP LIMITED 70 6 O MAX,MAe. /. M)SFALLAT ALTERNAiiYE 2w A,S:D. DESIGN M RATING} SOIL-. 7/4'r 1• /4- -,II- �AL.E 1f4'. {` t/I sr1Y"..Pa ' 'q') w4a�fa ADaOaa 8 aN•A � .pat w taPi 41+e,Rm oPP 06M NOTES IHN FSQQI3.i1aNTl�IG INSTALtATTON — sl=cnoN sAw t.. INSFALLATKTNS ARE ONLY VALID FOR BVOI,OINGS Wtili A.S.D. DESIGN LOADS �Y •..'*.x,!`"25n UP TO •455,5. -72,0 p,3,t, AND .PANEL'S LENGTH UP TO a-8': t y'l: �' v� $ '+,: Q -�s FLORIMA BUILDING CODE Ni h.Velocity HuT`Ncanir Zone 2. FOR NEW WOOD FRAME. CONSTRUCTION: WOOD MEMBER TO BE SOUT)tERN _: PINE NO: Z W- SPECIFIC DENSITY OF 0.55 OR E UAL / O z'E = s • No, 4167 1 _ axcn raTEw arc. rr 20 DACE (fALYANiY£O STEEL STORM PANEL rw.� s .. * S: r x rararwa a[1W3Ma NOTE FOR�rGOMBD@ATiON. RF SESr,L= ..Y; OF`, _ tt �}r♦ A GLOBAL PROTECTION PRODUCTS. TLC. Tray Q TOP & BOTTOM MOUNTlNDS (JYN BE; z SR'; P � C3�, ..• E. R41? ,,a f: C'M..� ,.:,/.i � i{NEr HMG, A q0 4 , 5 57AZX w t k PARY' wwE: Ft..#xTr4 7 Pw;.ww..: m, w4ax. R.4AMa ,as+Y 73w3,FAx: i@@4 20^t B ( i884' COMBINED 1N ANY WAY TO SUfTANY INSTALLATION. �y ! iF`.'•, .•...•' AA U^ f ryyy'S`/(f i`t).tl°` }4RP-aTE7 em.. Lrw nsc-.s,Y . w: tx4/ ari•,Y®s +ns rPmnr+ w :mew am ram. bRymlc Na: ANlll '�� a-UaOeaT@ twi,ER A Tun 4..&7G • aPrww s Iyq,1, 81Ht7,o aF 2B I "IMAM PAL OW "L"_ MEDULE (v" ONLY MR # R{STALLATIONS AS PER SECOONS , -TABU 10, ON SWM 4. 5 ! 0) 00I W/ Tf+10-201V 55, :M5. A. w4V'AAN Al tM W a WDLNGIN OF PAML INTO EKI; � 1 %S%N- F S��ti't M Bpi K 31R 1�T�3'`,� (V O ONLY FOR PM LS('(�81 r�F FNSIATIATMNS AS PER SECIEFIS I TNRU 7; ON VMS 4 & 5)Appuciddf TO IA 1Tf' '` , FLORIDA BUILDING CODE (iff h YaWGiry Nu,Y{aane Zara _ ND, 4187 j exza m t a Prc: 20 DACE GALVANIZEQ STEEL STORM PANE14 F,p_ s xI , RT OF d Tz�p��•"�� 1DN 9+.., � GLOBAL PROTECTION PRODUCTS, LLC< T�. � c "� ikG.� 4'B,R D1 TR�43 07 ,n,r - '2r, LSr�`* `"• � - * NSN t SOtA ON/A; FL, 33A4+ RM. 1w. A«owL1 m,AA 20-176 dAdHtd e9�N tma n PNi>PU (e5,1»i5+3. rAx> (11A4faPR-groi �u�eaaeA`rwau � c,�s r aRAwaw FN N M ,rx/�wpm+r&J1NIrI �» .wv w .. r +ewwr aA. p«. .€ ILitlLlIAI A.$,Q ; IIaF« LEVRITN E..R ".) APHMe�I TO PANEL- OONCTpH. MIX,,11RiI a•5s.k -izc 7=3' ae LESS x ,/+� IAY80UEO TNRU 5 t T A565, -d2.B y }T'-A• Tti. B"-0` NaA:. x sJ4• UNBO&iEO. # TNfit 9 tt i +SB.o, =t2.N 3•s'-e` m , r-x' Nm,. 2 «s3.8, -4i£;D 72•-+^ oR LESS 3 rrz` a a k sa ItARI1NIM Asa OESiGSd R,rl� Y) LLOaIUY ANLTIOPS S�ATNYH'. FOR fa. +• 3 ,JY "+ i SEA / k � MAK@A4/Pt RAAYtl NFr uPAMNaTwnY � LENaRY 1• (1L) tt TNEAr 1APCm! rr TAP -CRIB eNX-IN PAkELNM1iE FFYNE D pN9WNTE Ri.id ro CONG'RE,E MOCK Ta � ' TD wxcwErE x ,E s ,c rTE - 8" RJF N/A R/A 9' N/4 'e' N/A 8• Wd.. 1 (TEM) N/A NfA rr e' n' t1° ; {Dma,o e" N/A N/A N/A B' NJA 8` NIA 6' NfA 2:. y„n) y B' VA N/A NlA @' NfA @• WA 5' N/A 2 (,ttlTTOM) I N/A MIA I NJA 11' WA 8' N/A ff'- NJA 7'-5' � LESS OR i� B" =" N/A : N/A @' 8• 6• 6` 3 (nC1TOM) 9 G N/A N/h N/A @" NIA e" VA @' NTA.... `1 $' @^ NfA NfA e•• 8' e' A' i k 2 (BDTTOd? I 12 1Ji" @ /J#' Y2 9Jx` 6 1/b'1/s" @ 1/4' S t"t�J50TTaM) *.Ag SIAQ7! 1N k 11 PG§ AM2WPLt AFE t 4PYti1,Ai FOR �S PnawONO F'R6ME Bl4ON9..... taNMUM ANOItiR 5pACPNffi AND TAIdaLRY i3pE OISTANQ ME A7pICim ON DP6 SONEDMt. fI1R E,D: IE55 TFW1 PIDIGAtEa ON 9CiExAAE RFALsi raRD1Ot 3FpLM Nw iAAiMUNO sPIEWIa ON 5G18ai+,£8Y THE eQJ.a6^tY"FiCTf�: flYR 1N4 OPER4TNIN fi � POSSIBLE. RmtICOb SpN7110 , FACTOR :?P1Ali. Nor AE 1E$S ,LLCM MMHPIieA APACaNO IMaIGTm FTIe Edda ANClgR S1pE AT A/NCrtlDRS Li'AEwO, � TJ4•. 1j49 SJ+. 'tf4'u tf41 tJa's _ ,i:PC4q Tl TFP•as GUc.W a dDa[T YMI AN4GR 4lAYM OOT 3 3 3 3 3 Yh •, AiWao.18NLB.yyMOFy P'� _ A :1 S 3 3 3:,/2 arLOowJ OA.rM« 6ak tA,J # 3 3 1/3 ; • 3 aR Nri11R. ffi O1i0E esANls) nmolL 3• rm 1AD - 2-0D .q - 3 114' In, a 5JB` IONO 4RA55 ,N&qt� wJ ,J4}-2GaO"' .. MS.. @ TJ4• a.G. )� �+' PAAFr1 LENG11fS V1` Oro S=8• AND B tT4' ae 44 FOR IENOINS 1WYn a"$' MwI- OR j,4-10 1N,TO - Er A.�NQ WIND RUU _` S pAtE1JN1E FEv41E a) OR pldWK. TH N a ':•. .' 12 1',x a e: wiM 1 1JY Ytn. ,FiREAOED �-'.. -�• r I. �...' � , - -. pEaN#Ba,mN 10 11EADE:I+ FOR aU.. 1iNOtPK w TD 6•-8" Mee, f "��" iI } -i/A�YA6'p O.C` w �'4 4' ` .Y, y - 4. � • TB bgF1aM wPW +auwc {{ 1) 1 I Y a I , 4 " 4 4 i J �N u r/r i-a I T Y { i Eap I 1, 1 lN k., t r4 "w 1 <. Ea kI ED ! 1 i Ow+ i - wit s� t I 1Rrawwn I 1 - 1 YY 3 1 L ,. 1 1 gu Atli" f w Ai.'fERNATNE.CW SCALE 3 8.1' TO CUM. Y I I t � EO Ix 1 I l EO i 1 _ ; CW i ( E4 f •7M' J/ = rj wam RFTF it 3rP 1.0.. sjM LtAVLT eRKS aaSNnie j 1J4'A=2ar2' M,s e e i i �s•'-w�"Fr$ �'S' 3 Rgaa ALOE t R - sS,B. PAYw3. LEIPFtFaT eAR TO 5'-O' AND 8 p if+' a.G FOR Loom UP TO C-81 U., OR pa-sa PANO.MaE mAaE:A1 OR ALOIAIYED pra+ELNu,E PUNS a ,2 , P• a G WTRt 1 i YI1L THREAOFn PENEI,OCRON AT I J ,� ALT T W ERNA IVE 3 ERNATiYE, W I�' 4 � {s APtPR4ATYp ERrATING' WCOa TE , v t i,• Y.N , ,. „1 'fin � f' aF a w,TwoR+ pix,� ! R.I SCALE s r 1- ro - ALL lEIIOTIH4 :UP TO 8'-: II' M�¢. , �6C mati TtNt 1NSTAI I •?ION I I s1 N0 F ALTERNATIVE ew 8CA1€. 3/8n1- - SCALE 7/0.1' tls T � N, TILL �° n 1., INSTALLATIONS ARE ONLY VALD FOR BUILDINGS WrtH A,S,D, DESIGN LOADS H m B'-s' 0 PAWS -LFDiG'T UP . *t. ENS ss -�^: 4�� � �•'• FLORIDABUILDING CODE [ Nu N h Y -7 : :PAN UP T9 +55.5, 2 0 PSF AN • MEMBERS TO BE SOUTHERN 2. FORNEW LX10 FRAME CONSTRUCTION. WOOD MEM .. Ol1THER W a , is: 0'e L ei ar3Ny _ one Iona PINE N0. 2.. Vi/ SPE4yFlG. f)ENSI)Y OF 0.55 0R EOUAL. No, a 20 DARE DALVARIZED STEEL STORM PANEL MtAwx ar A n Ic eEc TitfTF NMTT,^.., OF _itt). -. ." OF -S q ; � e.�_...-<- r"11 R 1 EC - BAl PROI'ECTtOk! PRODUCTS, U.C. I 4eOD.BW. BTul..E, m1E. TOP & BOTTOM MOUNTINGS'CAF1 BE 1A. ,h k B w ENI31 t� N, -2 -ZB O 1 COMBINED IN ANY WAY TO SUIT AtJ,' Y r �• ryFF AW3NA ■. AP,M♦aMNa,.a mr,A (Pe4je@E_r5aa. FPJ1: (Sfiv)eat-et9r iNSTAL1ATION. - ANFiN NNNH , E. SEufWdYnURr1KT8 �,_6968gi➢ WALS7ER A Jr„ RE - -esr r ear arrtew Iwo. + 4a OUwWG Rc v, ... - (VALID ONLY FOR AS PER SECTIONS 1 THRU 10. ON SHEETS 4. 5 A 61 MAWL$IM - wxmw maim SnIam Fat EA.. S 1/2- •^ - A.S.O. DESIGN TPfCFR1 4S TAM-0qM LY�t AN PAMBA A,E :EK" f0 PANSMa,E PLV3 SOLID 3E( FPCTIONS 6 t0 SECTIONS I k WLgMUY PANEL Y� ,aA CRs•R.y : TO 170FIGRETE TOp : I:ONrAL,E. BLOCK.K ETE TO OONOJEiE To CONCYa'TE 8LAf3C To CwY�TE TO CONORENE BAOCN TO CORDRM TO CX CRETE RLM TO O"IETE TO CONCRETE BLOCK At", TION OF #HEM LEWN 6• N/A A 6" N/A 6' N/A 6- N/A N/A N/A i ('OOP) 6` 4' A 6' B" B" 6" a' 0. N/A N/A 1 (BOTTOM) 6• N/A A 6• N/A S. N/A 8' N/A N/A N/A 2 (TOP) 5' N/A A 6• N/A 5" N/A 5" N/A NIA N/A 2 (SCITTOM) 55.5, -72.0 6' N/A A. 8" N/A 6' N/A 6" N/A N/A N/A 3 A 4 (LOP) >T-5- TO W-e OR LESS B' 4' A 6' 6' 6" 6' 8` 6' N/A N/A 3 (BOTTOM) 5" N/A N/A NfA 8" N/A a N/A 5' N/A N/A N/A -1(TOP):. 6' 4' N/A. N/A 6' B' fr 6' 6• 6• N/A N/A 4 A 7 (BOTTOM) N/A N/A : 1 t" 2 2 / 6. T 4' f 12 1 2r 2 J 8 e , ! 6 1 4- / 6T 4- / 6 1/ 4' / Ile 61 / Y d/A N/A 5 (TOP/BGTTOM) 50,0. -53.3 NA f NA / - 12 2 / 2 6 1 4' j #2 / 2 6 1 4' / 1 ` B d ,/ 8 t +` / 6 1 4' / 6 1 4" / N/A N/A 6 (TDP/BOTTOU) '-5' TO 7{•-2' :55,0, -72.0 N/A NIA 6 1/4' : NIA 5 1/4" N/A 6 1/4' B. 1/4' 6. Ile 6 1/4• N/A N/A: 6 (TOP/BOTTOM) `-8" TO Tt'•-E«. N/A N/A N/A NIA N/A 6 1/4` 6 1/4- S 1/4' 1 5 1/4• B, B, 10 (TOP)4314 -45,0ti N/A N/A N/A N/A N/A 6 $ 6 F/d S 1/4`6 tB4TTOM) OR LE55 a NjA N/A ti/A NfA N/A 6' B 6 1f 4' B i/ A' 9 (BOTTOM} 12'-4" 0R LESS N/A N/A N/A N/A N/A 8 I/4" 6 1/4' 6 1/4- 6 1/4" 10 (BOTTOM) SEE $BETS T06 11 AND 12 FOR ANCHORS TYPE AL SPACM fWALLATpwS INTO 1000 F &ALDaAt APpEA1M ANI'1#Pt >SAl2M§, -AND W4YBNY �TUIC'E AYBE WOCA,ED ON TN14 +M"^^ FOR EA 1F THEN ouawm INN SA51 1`0E RE$NCE UPTIOR TO BEe W 114 M:'1bN.' SpAOMG 518AIN O,i "ACTOR THE L NCO BE ESS I s, iVR IAN aJCM ON TO BE BE RELIUCFA SpN;O,O OBt4NNEO t6iNG FAATOR. SkFAtI NOT BE LT:35 1N136 YMaFIkA' SPAnxVG 4NMCA9ER FOR EMCH AYlCNO4 TYPE A7' AIRS LCENO A,{O[4t 7TFB TAfF.gi IIVa 6'tlP-4flP 1146. Ile* 1/4"0 1/1♦ P CIX-0 SOLK-M WL 4t0Wk VACM tAsb) S 3 3 3 2 Ira 3 Guiv«le �,i S 3 3 3 3 3 1/2 t€s.1Aw4 tLy,,"Pw ANC,('\) 3 3 3 1/2 3 1/2 4 3 ,/2 Am^EO.i FA•G '€0R iA# YAO - V,a4 bS - 31 [ INIQ EXISTING W —QD STRUCT�I 71 ' ? ,, I 14- P I4-1 - TE PLUS lA1 P PLUS _.`. _'`i. Ta PANEUTAi PLUS � r " 9 PANELAII : - AN€L1YrTE )) 6 1/, O00711A 1 7/B" 1 I T INCH 70 TILREAOED pET1ETRKfAtr T{SNFtd5E0 ITCH tS, T14lE11AER PENETRA O PE/ff3Rd, r.I _ 1W� , ': I T H N YAi00 HEADER EK65'RNG WOOD FADER EMST7N0 WDOD HEADER EK15t1NG 1?EOUiRE l A 0. I ) 1 jj _ d 4 fl i tl r 4e II 1 I i ^ f r d d I 1� d I Y /e"Y+ _e� r } N;Ii Y, I SAn a - EVERT STYA a Ewa SiYA e EVERT \ DO I / / N WOOD HEADER 2 WOOD HEAVE 2• ' i ) :1l: �Pn ., n 5 i z Min `!. Y t I R FEW REO UIREO"` / i EO jj I :T � � L1- l 1 ( ° ` ! EEE SCIYEOULE GN j SLE SCHOW!Rk ON 512. rd21FNUtE DN : C 5eaiT' $ ; SHEET a { j SIE13 e , I f t t&k. m IOn, wiIARiNO1 - " FOR ,DM. SFYAPATION FOR TO OPK. TO Tfl OISB. PUTS. 6 MPa. PANEL.. LENGTH -._ "' �'� ._ Max, PANEL LENGTH ,PANM LENGTH I 1t4i Y' SB (SEE NOTE 1) J4'a 20%' AS {SEE NOTE 1} Jay -San 5s N V. ( wit 1 At I I Y i tog 6da SOTS C4' OF I MAX I i I I 0 x .--6�3_w-1' s wuT v,misA - EVOa.37tA a ✓ rY� # to /2' G.C. E i ( '-, ' ( a tH• D& j N r #, m,__ -. i i C- •-«. r4 t ._,. R.... ._.__.... t ..-.• i@ 8" O.O. 4/J1 t/2' 3; p "M,' MAY. TIIRE/DEO 2•z4' WOQO PLATE I;. 74» a PANELAWTE pI.VS 2"Md' WOOD_ LATE a w�Q ^ REOUNLED - �" KEouwEb 1 RE�dU1Rp) �S PE 4MTIDN AT , 8 T/4•• 0 1 7/B' "wit OF PLATE IIIEN eTNA N a !f i WD0 %1WH OF DATE L Y I T/a"a LAG SCREWS 0 } --6" ac. W/ .. t , i //stAODERED (T 7; TtRii,'ADwFD # - 2• ' 4N R 1_ra,:__ '. _.....i AT MNDWOTH OF PLATE. SCALE ijA.r DIRECT t� TING INS�dUAIMrl DIRECT MOUNT INSTALLATION sauE 3/6r1` 1, INSTAIATIONS FOR ALTERNATIVES 8'W, BW AL VOW ONLY YAUD FOR NI4, 'E BUANLEE,ICNDS W AUPOTODESIGN UP 'a43.B, -48 t1 Asti; AND `y%tMHIIII \�r�(y, T) Ij��4 12'-4LOAB5 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN ` '4 Q•; - '•.� �` E 1 PINE NO. 2, Wj SPECIFIC OENSFt\' OF 0.55 4R EQUAL. a 3�rC N$F 3 • FLORIDA BUILDING CODE YalocN. Nwrricane Zone � .(High a , i AID. 416 lam ILTOW, W FP. FOR.€DM81N:?rwNu.OF: eTIONS: :*,= 20 OAO£ GALVANIZED STEEL STORY PANEL DRAWN W, OP A BOTTOM MOUNTINGS CAN BE rrr 11i JutsDle T NTIN TE S GLOBAL •o`: G BAL PROTECTION PRODUCTS 1:,t.C, IN A161' W ro u _ COMBINED AY SUIT ANY f fir y► ,R� INSTALLATION. +•+'p 'per,•. R}j)..»• i. 1Gi M V i ieG.. TOAD S.'W, &1"L7. -F7. ,,, . "�ATrt AYn 34, ,w ROT: PF,RM WIN n u1w OYRme (os4 » s pAr'isSi)Bon-87a/ 20-176 r. r wu m- I *,ww NI ra r. aW�rr:.- ew wAs +mHnw rm auAwa Na NF NSILNti. F" ht,/wH6iNNPJBATE _. yMy I -, - : ,. _ _'.. IFaET rot eP 24 ^W W V ! N O (D V! U .� N N O .� Cu0— U N N 0 O O 0 CL C — O cu O O � `V LL LF- O CU .Cn +�� `/ . E�V F —0 2 .= ��/2''�� V) ca. CV11 CV LU.d O Loa � x EO t= y �S CIA N O3 '� f11 CU E � aI Iv .� LI 3 _ � ca Ij a O t cu, go ....,, in EL c E IO C1 COKVFME AMACRn CONCRETE AWHORS FOR CONCRETE ANCHORS: 311 St YNE ON St T 14: TTAI w0o0 acRtw: SEE SEcnoN +iN sa¢Ef ,@ - " % �. $.LI -_.: :.. x10 , :. '.'i`... vww (@� SHUT G4.) t wom *w 144j h} ! 1/4> ,+ 2A%4 3/4 ua 4f4 T,. 2 A 1W/15 1, do 1w 15 :._.. A7 END PANEL AT END PANEL e " rR LP ED r Ee. 1 O , sT ms 9 EVER! TJ4v 1,Ia o r ac. W/ INTO EXIraTING WO D STRUCTURES.. �.,a - _.. (` --, r/21w,.. ,wte+a@i PENE,wsgN PNURtN COMM ` - -I — . We L t I ! # (12 I./20. TaO3,n+0 rroDO IKAOER t \ T - $p[ 1 P 't'Q HOLE+ etEanREa. I t } ( Cn slams o EVERY I j� a 1 r An. (LASE n> o ft ,� � • � ,c�� j ��,§., � ,:;,,,.,, I _ _.. , S� N ,_ "s'. : (12 1J2- O,C) rp-C-t� r` �( ? { e = .: }—. __.��.------ (D ! 3T]EgI.4: �sEE 5( aUt6 77 1j .tit 1 3.- ... ». � ... :�_..1 i e 1 f TO HOLD PAREL p T4 j eINET fi i t NR,:) TC PANEL) ( AtY�, I 1 j '2 j ( �sYEEEE77 ` } j`OR roMM'alAffiAwAT'°" t iMR TLC. TmN � � , _ i �.. i � ' EaL ./' ` ' 'i ', ,g4 ALISSp}} dd i L. w"`r�� EVERT R 7Rieica"` o . - 1• (MIS) �� - 1 Ea I m `` /g.T i SEE ? SEE71 END P: c N N i I ,.( Y -... 3s,' luq 1 4'!M' 4 1NTEAHIR PANEL PANEL EJA. r,N i' f .€ I I ..INTERIOR PANEL END PANEL � : L.. 1 @" WNI. : s04 WJ 5P " i f .. ,w aAdRAE ` 3CIECULE (E L I pm% ¢i -'row., RAW »4, ,i._J. . , ..1. i _4._.. r _ . '._ ,.1. I_ .A__ V t .. .�y..,,.: TOR lfrWr,.:: MR NAM, }+.._."L!. KAki. ENi S. *p' tE.. 1--3-1 WOOn I f (EEE aEr I Al TOfUa t2 , 2 a:a. s MCP. (C45E iN)•� a is ,t7 O,C: p , ,{a t..,'%rcuwm Yea. ANCHOR IRA. ANCHOR s I 1 jI (SEE DEL'. 2/14) ji./ .__ OR DBtECT ,AOV/i1 sPAC9JG $PACNIG �L Cu A HEMER - - r I I � jj,jLj_ I Ira { t � ,__...... ,^_a• IAen _._. _ _:_._ . sP'LeN"� sP°DaNc ,. yy r mFn REO,AREn DETAIL 1 WA_�jC1UNTtNCx 1i4i5T T1fl (APPLICABLE TC� SGHEtiU 9) DETAIL 2 €LODR MQUNTING IN {LLUAjQN (AEPLICABLE TO SC�IEQU y\ � * o00 .LADEN t 1 (5!I OEUp3 itl, �l 7 'ev1 .TR EyERr O {` � � SJ,e• - f' Sjrtb�1s'2' QC. � s� � , I ! 2f14) . wTnwAGE LGNA„iDN , 3/i6' .s 1" P u EBD PArms)k4 I ALTERNATIVE t ALTERNATIVE 2 1 i E 1 c D / IMl1l A.5.0. Ey IL N p *URE ING (Sk s f AND I. D POURER. CONCRETE ei eEa�.�3YtM[lYc..� * * - 1 , I[ . 1!. Arlt• YAc1w:E -., OR CaNCREtE yN I .3 I a. I Y /B•- Wr a"= WILLm xi r QQRRESPQ p�+IG MAGI Fitt! (�NGHOR SP %INfW' SCHEDLE AT (M FOR txrsa sEE•� o a ,2 , 0.0 �. j I ° , 1( E„TI .. A°py„C1-rs.-s 'pP Y 't13 C -.1 & ` MfOM� Tsn FCfy*T " ,sTez�a, .P.d0E5. aE, T!„) 4 , .-..5.... t ; 21 / a/a G 4/4 1, z & 1 w/Ts 1, � t iw/as I InI�TIQ INTO CC�N �� � D ES ��GK BU BES L aN �ITEE� ist " 'ERNATE LOCATION waaIHAH Ad PEkar Wr. Po,tAt IEINPIP ad I n SAET.T PAt�R'L L,- erwrru,t_r f , 1 Yl1 t MRi1Bii CANOinDNS TOP a ggu W/ E o_ . a , /z' * I Sawe T.aea •I• to] wdUN srr.Ruaa. nm oN 9 T «T i sPar tQi 7ECnG1Y3) TO Yiu15a TOR IRO •1�,1 '1' : C9M•. j AREA W/NO LIFE SAFL9Y PANELS WGIION OF UFE (SEE NOTE )kO1,Owi -.. S* and w1 La. Ri4dLAR PANELS WJ OR ..-.,.-.._,•-.,-, ,•...». SAFETY PANEL "'-^) lU%IMIRi A,S0. YMC6N OF Nd'^GAP Calk dR 2WFYN4,E rBAME N WAZIWtt 34j15-CT*A�LE' Y'O +Ssa. -72n R'»a" 2 8/+ +dreo9[,m °t0 C�.S° . ._,. _ - .-,.. W/o REGULAR TRACKS ' i U ! ...,,.... _._.._.�._..,. .. _..w ... (sEE NDiE t - ••^••••,• N1ESEIN 5EC1;ON5 / k 1WCIUM PANEL I Eal .... ,• � EO } 'tom -! F ! >' , �'',.i' BELOW) ' LAST i3WtT. Ta RE NVSTAI,LED AS PRE u&•t To 10 _ 'f0 ro ,0 W C#RMI/dlOfa tfNOn1 'L' N•i ii� ;'t ¢i1 T'(SIT STE W"ON > >t .+` , , ; sl. - .>� .. „�. -f- _ COI4RETE IxI ETE Cf+NCrffTE CONORFtt I.ONGRE,E I . C9NCAE,E' - i - (SEE SCFEDIaE ON ;'f ` "%,,+' .w. /• 11i£ *sIFETY .. PM67.: aPENiN6 SNati i elms etaEA eLOCdi mACN BU3CIi.. T1iEM SEE' SHW 15 .FOR ANCHDRS,rft k SAACNO FOR. NI AIATLR;S WTV JR100 FRAYS WILDOAL I 9N 'yetis: SHEET 14) ......✓ "' ALWA'FS. 6E PROISOFJ W/"RF1R NANIXE „y ,... INDIUM ANCHOR SpACiIP23 ANO NRNIIeM iDNRE 0T4'fMICE A<E. YNBICATFX, ON 1/NS 5pNiNiLE.. FOR'. Ea t4 .? , ` ' PNUREu a7NCRETE ' CON f , m FAC"U INSYFALAYATWN A•.N�RERDEO. V, N/A N/A N/A. 6 N/A : o• NIA 6 N/A 1 � 2 (TOP)-: EA. LZ9S 12pbAt Vida A 1 IN tCNED REWM AVOW �P+e Ri 1WALV rM'4vA7# - i Ea- :1.`6rvIL R "..'b Oa1MRE1tt ,NCNOR[ �--'r..w p PANELTO. �-R4TKtFD'. 4R REYONEO FROM RI + SS.D. -72,C1 g" 7' " ^• •. • ".. : r I IT 5'-0" OR LESS '$No" ON S:HEDUIE 6c YNE FOUZWPIG.FACTORS, FOR THIS OPERO IN TO WE P4SSBLE Ea� - I-- } TsE snrt,wl2 p$ -.- ,t } of S17t,1CiTeRE. B• B B B - B a a s (Ba aM) Iff01.IG,0 SPACING oBar�a Law+G FActtw s1lut NOT BE LESS THAN MPAMLrM 9MAyiG ° 3 1 � ;; i >_ >Ii. ELEVATION ATrEDN 6' NIA N/A N/A : 8' : N/A 6• N/A $' NIA 1 A :a. (TOE)' ow"TEO MR EACH ANCHOR ME AT ANCHORS LEGEND. y I j ! y r O - .:. +55.0 -=72.0 :. " : - 5'.+O' M 7° 6". _. - : .. ..._..` .-.v.,,. i :. " ,<! REOu WALI,i�IQ>: ONG INSTA=IQ 4lLa���41I�LL ONG 11 ACi eTs+�T� uE s/� -1 R s e' 6• 6 7 1/2 B e' � s' , ( t (TOP) 1Ja w �/a 9 1 4 A 1J4. t4. � � � p� !S_:,=_._.. +MONO ED •••. s3ECTI N T ' c • - E - O ' + • t2R .1. * ♦ t!' N/A A N/A. N/A B• N A 8" oraaH !& TAP•aNP tlLt-N -" t SC/.tE. 3J6 1 S GiY N 2 SCALE. SJB. , ,•- +55.G 7x.D / / >I/A 6' NJA t ae � (TOP) r•tp• ay.: QXP� ifa Yea - t ) 7•-6' TQ 6'-8' ' ROwAREN .. s ..,:: i � GIP , 6. 6.. 6' 6" 1 BOT'roM IRA Mw+MR sv!IOIaI .. a � s 3 2 1%x : ,,#1 i I � ? .. NOTE_Ot+ LD+.,iB:?'E„ST..i9NEa..+P. iN•E AT :N., PIoi,AtAt t 3 3 ..3. 3 3 __ w Nbw tw 3 3,n 31/x I 6�99� ALTERNATIVE 3 ALTERNATIVE 4 V Q� T, LIFE STORM PANEL CAN RE LOCATED AS AN ENO PANEL (FIRST 0R LAST PANEL) 1 - _ \,... OR AS AN INTERIOR PANEL_ (ANY PANEL LOCATION IN BETWEEN END- PANELS)_ B P1il780R P.oFY2.5 B T¢RiA7E tOOITYpN Amew 6& Fi1L•Re1 RhE 4 .'.: w/ F1UaR YOUNf CONt)nAYAB: AT R/sttaM w: E.0. 3 Y:d2" • - , s 8 .JC ... _L-it-H O O Fl '_: T/STSE�t i Y/2'SEE Pak. t,.,,...__.LIFE 3AFE7`/ PANi(S MAY OR MAY NOT BE R45TALLEO AOJAGENT TO IiEGUtAR PANEIs °� 1) AT E1q pAHEL6. '. , ;,, - a a • ac.(W'I/ T1R W/O REGULAR TPACKS.) 2 1JR_ -.. _ ..�UMMUN AsO. I' I Mw a Ame Yn m* MP a "M &a P Mw a 3• a, Him w O' Al M APPLCABLE 1O „__ _--_._- _�._._-.._... �_ __ ', 1/ `t-+N.2• ss: us R at AL • ERNS'}' ea �$ LlFE SAFT:TT STOR1 PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS - On" - KMN- SEG'nONS A MATOMMAIPA1CL 3•_- ,m• In.}'2GTyl 'I WC=OD �E'CiiIYIE I�i NDITi{iN dC AN I"IQR ATIONSPER COMPONCu ENT- StEEF 2 OF DRAWING. -rt• PREP ;1AS'S- COYBNNATYO LENGTH 1" (TL:) a15I011NN1�((1��,yy SOAkf 3/32 ;OT THEMS TI�, A�..^._...i t/x',._ - _ _ -._. t:d1 "�.- _ a P Na•TefeRl °o fddSLR'ui/ ' so" ife' . ,° THIS PANEL ALLSAYS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF RA s STRUCMLE. y (BOTTOM) 7•-6' 17R LESS' ` ,••«•, F ROTE SRRSEN TRACM Mn SHOWN CDR QLAAft +48.2 -61.5 g• 3' 4. 1/2- 4 , 2' ' ' •• �EAY' /y� ��,L•� LPL {,I�+ ,,I 14„�+t1TfC J. LIFE SAtETY�NPATW REQUIRES TOP TRACK TO BE =PON�NTQA BOTTOM TRACK ro ttiMtL'AM It�(H%T _. i5a.5 -e6.0 3• ' 3• 9' 4' 2 (8oTT01A) i-6. 9R LEA-. '1'�C '• S .:ET3A.�P R)]dR'F•:. !^R4G, a...ar, ! TICN ,PT'.f�Q` ,«. r+ COMNBE pA E �Y�1' MAY 8E [NSFALLED 2WALL OF RSr RANTED FOLLOW9NO SECTIONS r. A .^�¢ ,E '.•"✓ i•Bfi,G ,_720 2 5j2"... 2 4/2' $` , 3 1IZ" 2 (601T'C)M) 7•-6' OR LESS x ;# IIID.: •4 77 ,E. � •" LC '•. W 2 0 M 3NEETi AS WELL, AS'DETALLS. 1 s 2 ON 50HUM 14. Ss '1 4C 'y : - :• '* - 2Gu8 7fe' . I' � Ott ��,ENS , s FLORIDA BUILDING CODE (Mgt, Velocity Nu cone Zone r55D -720 2 i/2" 2 T/2" N/A N// 2 (6a1TotA) 7' 8' To e' O" #;< i FLORIDA BUILDING CODE (High Velocl Hu come Zone T = FLORIDA BUILDING CODE Hd h YelotH NuFrlcans ;Cane. 4. Min. LENGTH ft>ft COMPONE7•R' S 1S'. a - ,.. 3`.-- 2 BOTTOM 7•-r TO 6•-B' +C� _. LID, ; iF r 1 M tN TA GN P F +SS.D -72,a N/A N/A ( ) #4 t : e2mu ,xTarL INC,a49< MD.. ANCHOR SPAM FOR PONRIT ®ANCHORAGE AT BOTTOM IS GWEN ON , , €a, _ _ _ - -. •" "p FP:. _ #, axb2014:TICa. PeN...:, ... Q SCHEDULES A 2, SHEET 1#, ,t ^k'. 20 GAGE GALVANIZED STEEL STORM PANEL. a e,., : ., it .•, 20 GAGE GALVANIZED STEEL STORM PANEL - 20 GAGE GALVANIZED STEEL STORM PANEL $ N . A FS3 DRAIN Iva : # : OF _g _. IWA'At IN'_ Z COMPONENT MAY BE PERMANENT OR REMOVABLE, z �--+1 1rF sS .-,�.� - Z -' •„ r,♦,I9er /2a/3axD ♦ �, + 1F//xe/ma4 I. 1WEALIATIONS ARE ONLY YALO FOR BUILDINGS w9?Ir Asa. DESIGN love UP TO $� 1 : as. 07/2e/29#P z, P .". - -_._ GLOBAL. PROTECTION PRODIIC7'S. LLC. PAIL - F 1`� `�".'—_.`..= GLOBAL PROTECTION PROli:1CiS„ LLC. am, +55,5, -22.0 pe AAD PANEa6 LEWN w TO a-6". %," '`'•., fit 1i� `' ::—'"'"'.^..'.::• t y�,�F• w Glt?9AL PROTECT :PRODUCTS i:.IJG... J ,,, f C /he� rr }! p •:..:.. *` i i++ V1 7✓ t.PiG. , DIE. 4L SEE DE FOR INSTALLATION INTO WOOD FRAME BUt1AI1G5 ON SHEET 15. .{yL QR. 4 �L iA V. LNG_ #f TEIG:. ,N•,, 1411, it�y, ....�".•• I'm 6WG3*�S!A�ffi,1 ', .2 #ate Sw. 51 ;t FOR REw WGDa FRAYS N AIICTROAk WODO MEYBFRi TO 9E SaLff"ERN �q Ct�. F4 r' 48oO i.w� a1 DRIEST z 6.. SEE SHEET A FOR DETAIL APPLICABLE. TL1 THE NECESStT'r MR THE INSTALLATION OF �AI "`ii`p :.. L, $ AtER 20- � a PONY pAVIFw SES - 'Puff No..2, W/ S�YJF1C tlE1NSTY aF aS6 a¢ F.OUAL: iA 176 A A A. YY PFMaAnRw ww ta5+ 20176 t elwwemwo OWIMANY waE 1 333„ a ON.ti sx aem:p a1a ko. war9Mroaa. n s„aA ,41D{R, TpSalmp--734s,. LAC: (Rs+7EP9-N%Pi - .S. Mx: tcSi7O�-DIRT to .s, a. w. m Waow 9Nr,Da n PrPR:� tcs+Va9P-x+s, f+y: Lr1xkRR-ais7 20-175 SPACERS AT TRACKS INSTALLED AWADEN7 AND 8CPoN0 TO s'tuccutftOD awns. ,HkNN 1NAwAN : Prue.. tk♦)'AN-,Aa . F..:,Aw1 m-,+31 - n-. nr-,s ', r:: Con aN-IRS, - -+NnN H1N .wa.' ' .n-nmA n, tPoy .,r-,.A. Q L`A-CWDTi9 as• Ya f9e x. ie6r9� +,w " W; ¢ RP A, +tdvW o4S ia,r tasrr pd. sMr A1wsRY YP ««, l'R.wleH6- wa. r RIPtlaA ww L41A1P21P ra: PE $MfSgWnPO'/O41E R`M,At A 1RR31 A, P.E + n_w ;. • _ p,i.OATE aeLTER A TRiEF ik P,E OA-DODn7/R } _ a I : - 411EE1' ,a OF 28 WKVLIV A Bd1RT dr.. P,E; - M _ Y " 910ET ,S Oi 2E SHEET N0. SH 1.1 f ""T, I ' 'I '111 11 11, .T'T ........ ._ F7f. '"" M ---ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 15 & 2O)----------_ k"= %t`s�irjl�t"w/2d a".,R�f7J1 a a�� r 00Ea O O `:I, I11_ O4Mf !' I _ ' t I ' i ' 't171ti11AR " t V' *^R:7 I ;,1 • 9� Eb`s P L9 &4, ANAL i { , .�.. .1....�.._. Ica. _ _._! _ I 1 _ T L _.T_ -.t .I 1 4Y-2pAi' 9.Be M9: �- E a I iR "/Tie'' I, z""„ _,' } _ � • 'f' " 1--- - �' � ,y -i ^ �. ,4 4wG. RGr wATp+ v t i 1 `';. ;; 4 EAUP I ` _ _ / _:: ?__!. 3 } I _ 1. T �J1f d4ti"`ar'sit76' -T{11 I j 1--HBf`ATOK a [PB.SNCIV"-,j, 1 I ' i! 1 Is B' 1 PAtA7. IOTIOM COAIBSL$ Ic a i �. �a.M. Q4 I- - _ -_. "O t1P O LEu R ART4 IW6 �NNLTIL'w- 3 MAX. 3Ajf7 4A/17. wt& 38/17, 49/17, 59/ia 3• U 'I. MIT_..._._.,._ ..,._._ 8Aw/16 7Aw/19 R 61w/20 ,DU. i l6YVI79. 7BN"/19 ik ow' -A Y MIN.`. ._,..., _,.. ,. ANCHORSSECTIONS ON 1 8 ..._____.,_ -............ .. _...__._:.,.. (SEE SECTIO 51aEE1S 7, I t9 $ 2d) SCALE 3/15".1- 1/4' MOIL OIM TIN -A. SOME 311e-l1 B.. -0 - It E . t.._� .0 ie.. :. f .. .-_ a a _ _ __ MAXIMUM A,SO. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE (P-SA.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 W-8" 2 314• UNBOLTED -1.' PANEL LENGTH (SEE. SCHEDULE) INN EXISTING:.WOOD_9RUCTURES / 1 I rJ r 1-t 11 T� T 1 S P I ryL HOLDER w � `i EQU @E ATK REEF F i, ; �: qg 1 a' i i•.. Im a - 8 _ e O.C. 9 4 TAPEmt a O.C. 4 T 0 8' m'y / T+1PL`,011 'I MCON QC. t 7APCON a IY {f C: 3. -r '_..._.WIT 1J2' MW1, 7MRING . `� rF .... ...�4 i " MUD. TIIINAIWV •• :' d ij2' LIt MIN_ TFBtiADED. - rfi 1 j1 1j2• leN.. TtIfFEADEp l a .'� I ' qI1 W000 ' 4. TGN AT TY000 'i PENEITtATwN AT w ' 4 �::. Pi11ETRA110N AT IADW HEADER }� ,J HEADER IEAOER. t / FIFAQF3I - �' I'EmQER J i J J T '2• , !2' 1r Jx` t 1 P11 p f a " /: f ,+ p" r 2' . ^ Y } i , / 2" ., , ":: + '' 2 .'. ::: T '(' ^:,+ :I s f g.,. �e ` .}-.. �. t { �' ' , e Min. iIR '. M8. 'M n. i i 1 ?I i Mr. - - - - -oxr. .� s - i - _. : Y r i 1 r I 1 W. SEfMMPCk wn( sivt7uew , [7tts71nG., T4tKA3S ' '. - t }: EIIsnNG .ro.: j. , ulas -y t 1. Nam, rAA85 ..,. f9Ei e0'R7Kp' ." ; 1 v u**,. �cV.tS fEEc.:sa'XcmAt' i.. ' ': PANEL LI t i y � , � . ' La'FtOTN t SNm (. ON Pll W EL T MaA:. 4K eJ T. ,Mgy / 'T.A Mae: E NOTE T BELLOW SE I BELOW) ( ) PANEL LENGTH r (SEE FKWE i. �LOw). fxL.77NG, Mho e�AA25W i ^ 7 �. ,i s - wA+= SFPAtpHIaN : E I 1, i. PANEL tEit4'iH - GLASS " m5c"c' .-' , 1 -.--_- pl _:: _j4-- -A 1SEE NfSiE t t&t:dwj t4 4e?k: _ I t --�:.._:,,-_, (SEE NOTE 1 MftAw) (WS-m4TIG.E aK SHFEi 18Y I i ' if4'8•.x4st.... :..--. _, �__ ,� 4R 5'w 16) _ Iji'f-20.7' •• 1. 1 . -' 7 '8 'A L fe 3J32"44 3 7 s x !, I RUT wlid NQ Nur # G I i + i 7 AP.00771' ([ l I f M ,-.,. ,-._.._I.._ C. W i 1 I a 0 2 t ':MIT RYME[e t-- -' -..� t PENETWA7pN AT - "-^#+ v.,.` ,_ 1 r iFBbYIOTFH (#' PUTE� i. _ - j( I , I }8' e ? t t " T i `t, i I T' t '400- I I._ i ,# •.'. 5: EO. I .. .._ 1..,.. , .. 1 _. i _ _ .._. ... .._. _. 1 dw U f 34t3 4'S,S. S. W -A-� - ! 4. t 4. - 4 T Ix4rt 'I 2M3 us. I32 \. 1 L - 7 3x' 14eYG KUt Ia"� 7/e'a T ' A 3 3x` RANT TKR • . 3 ` *INCWA I t i fi. '! le I3Z *WASHER Y 72 tJ2•. 0.C. a 1. WARNER (BEYOND) 7 0 f; WASHER b 2 I/2' ,C. 7 1 �' HUT WAGNER (Bi'PoAO) . ,1 - t i S A i - : 1 , } - 'I ) .. ,�:. t i"b` TAPCON O 8' d:G. r :. 1 '4'e 0 s'. 0,4 t 4.. ` '6 TAP '. 'f "TAPCBM.O 9' Q,C .": ; s _ [ _ I T 'DIN, THREADED '.' `'. W ,,,. v _ ,R TAGDERffi w! SKID) I 1f (.�$TAIADFAED W! S1uo + 1 P ,. 1 d, '; i ., t 7. ,, , ' 40IV AT M16"iQTN. '= t ';.I m., r ` W 1 7 2' 10aI. TH EADEO .. wII. T12' MIN. TNPEADEO '�'. � E'W PUnE ' �. 's . Y S.. l- ' ': f;I a._•,. ,.: _.. _L::,s ,. : PlifElii4TON A7 LRIOYNGTH ;`. _. i,,.t.,y_ , P iK AT MDMOTH . .,ti - ` ' WOW MATE OF MATE I .. OF PLATE "` WORD PLATE -M.-. .yl..- ..___ - -.___-2"k4" WOOD MATE T:A4' aw PLATE - IN$TALA.AT##}N �y REWINm 8�� �y�+ry:W. Wt1�w-stsLtilildlil #NuE/1 iREtWWFD E4�EBFa TAW # RE�t1lLAR PANEIL � !4� SOLE 3/8'-l" 9 Lam.. �C&=PAHL AR PAN]EL St" 3/B's SCALE 3fa"=T" SCALE S/#'.I ,yy I% twp FLORIDA BUILDING Velocity Nu Y4nR ING"' yam'%�4��'�`h,�� I- INSTALLATONS ARE ONtr VAUD FOR BUILUXICS wnH A.SA, GESOH LONIS HOOT (High cons I& TO + -72.4 AO 5 . TD W- '. SS,B. P$F PAIE4 Lp1GBi W 4 � 1 52920 1xTEio: 11N.'; v.P. ' ND. .* = 20 GAGE GALVANIZED STEEL STORM PANEL IX1•XIN OY: Y. f0A NEW2, W1 FRAME CONSTRUCTION, AS O MEMBERS TO 8E SarnNEAN 4 ...... ..� PNE No, 2,. w SPECIFIC pEHSRT GAS OR FDJAL _ iF; 6€- '' -- J ��r�N.�w� ! M '. 'f E. a.n.� .Ar s .._.,..... =.sj2eY'2t11" _ 8 8 3 GLOBAL PROTECTION PRODUCTS, U.C.illCa%: -1 �. �C'� it 1� !8.r' RK.IM C. 4M &V 8t STREET �y `S' •, nA . noMPAeP DWIL At 333t4 - g 4L' - Aw. WTI %. r 1a1;owA 4magN. A AtwA "'I,,, ROpI - ORK -mr6, FAIO " -8)M7 20 176 Ali S4� i. )t4a ( )ae2 I"',; J1¢ AL d Pw.+tI181 R!-te8 fmfT%"m.fa1 - 7lsam" .ar., 71- n"IOI ae nrvABNe N. .M�.. �__ 94FLA Tt1A1 PE- 1E wµTBWCA T/jtT b, P.f. :we _ • aaT " OF.2- COMPONE�tTS FOR SERIES 2000 & I M E-: HA[!O aTORM f!ANELS (SCALE 1/2."i' - ..,..._._,_,._ ......,.--... _.,.__75.T81Y (TQTA, wwH^..................___.----`-,_-..�.__,-.___,,.._..._�-.,, } wk'f�-_w.._..._-��___�.,+-----... .,_,.,.,, I ..... ,.....-_. 2:250" t-"_"""`..2.581".-,,,,. t 2,250' i ..-.___,--._._.�._.._.�._,.�_-._..._.-^.,128C0"(EFFECiNE 1j __ -1.354'--� --T. - fi ._` ' t / O.thTB' M9i.. tHEIt ; I z;BS 7` VAhA7FA 5T . OAL EEL HEMMED ETA. AS1M A-893 ..__�,_ 4 1 I StIO" �p � h i S 075, f :t/,fi„+ • ? t- 2,244"zSW' •HEMfkEO g0 3,Sd9' f EDGE > i I ti y l A• 1 1 5 t 41' I 4a _079' TYP 1 2.660. 22a4° ' _._.EDGE GRADE SO MINIWM DETAt[ I �B.Ji i__.._f Q-a0 anY. I # z I �fAR AA,T .p • " � t � d2 50 - 4:T#SRM�PANE - ,ISO (,. _,,.: 7,470"-,�..,...-, .2-470"� {Tp. q' ' _ REVERSED � "' TI "h= O I�:1 M12 "U" USK '____ "� "' ' PA'B TIP* >' HLZENO w� J.NF.MMEO EDGE. "' ^•, .TRIO' r- 11 t).250' �,"�._ . - .ITS'IT- h - �,,... C Ira I ftF:CRtc+ DETLIL A x.D00' '° t 2.0041" ROUNDED CORNER O ENDS OF PANELS I 25"� 1 L.I �: END UP W/ HEMMED EDGE. (NLS) i I I..__ : __I I L... 1 �,721f` •�� I 2AOG:. (?YP.) , I A:J Mr 'FROCK (�) ' } @ 2"x5'tltax i &WIA.. ANGLE 4 I'_.t25_ 6061-T6 Alum. ALLOY Of N '' � 758 ' l 1_. F. _ _` Na.441 6r ; - FLORIDABUILDING -FMC '. CODE HI ti 4i atfHurricane V o L4na j 73 Q �3' MAX. --I ,. Ti A `�r : rE Df : c>'. a` -.,,. EW➢86 RL 7Eey V r. P. 20 GAGE GALVANIZED STEEL 5iGR11 PANEL �11 e, : '+i_"xri °( ax ) AleYRls + STOP _9 11" LONG OA, OR ID'�� '�A��t NAL ' r 1R11/HIIi f ..%• .... to/2et24m i lkt t)I.OM PROTECTION PRODUCTS. TIC %T THAT A SN - EEiYNa P iMwE,. FF 8TSI4 6()63-16,Alum. ALLAY NW %. 1A. Wmt w4At uTj# -Im III-FFi �.iAN1 wlWn tcuiel,_7343, I,* (WIN_ww 20-176 Pb, ElIA7E CA*fKwB7t9 "ALTER A J& 41 P,E ;amnrl•n :%A": 'ow."Ia E., SIafY 22 aF 2A 1 E-FaYSIEM .... 1I4" 1AFOV ANCHORS. �4' TAPCON S __., t d YAPCON ANCiWRS 9' . __ E I ••, POURER CONCREI,E 3 : PMIhED Cam! D CWEtE i ,., TIED CaM1Ai1i Tf1. MOM RwLqm j 1 I a ,. 1/4•, PEC,ANEO1REl F'-C-�i 1/4' Ia- # 7E,4 --- �, E Eda: ! . . , __:'44i1 I€ � WN7.I j 11 \ I \e"4., i'i\ "�"" - 1 1 ' °' , ti " n ' ,✓,711 Ms w Of r _ t - 1 iK to t > : (}.. _ iBLCS - 1 o�qr ro WWAIai Ok - V`pNr I I 14<pxfr�xcrtut to }'" Jlt 8M EKM9Rd -&.4 caAss ,tq T E:XtBR.. �xB:.) ff # # I :s82YTp E)GSYE 1 xr ik' 1 i'14 ; i dui aAss _w..,'sa._ w , k i a R I _. I 1 t 1r�y 1 b s (� 9 ' 1 I e� 1 I a =� i 1 ;- 1 � t - ! 1/Prtbi .v!, :,: f1.1 1 '' - TIC. YAmt N:xw/'Hero« i Naw12 ii 7 !e • FwG IArI a ._ � - } E I Slat Mw. I R I {{i I ' ; t I 7 4 - f i I ! j ! I .9}, iii 7 "`i'::k- P „tj'.. ; D" t'.: .r` .:'�Fi ^ =`'" ,''F s �,, ? E6." '. is +t " %y T i ? E.Q• l # GD. r 7}# i 'f , ✓ _�I l2 - ,. ins xo,3/i s s. Ns wd rJ - Y Ta I A3132` wnKJ NUT CASHEW t �7 I (I_'\7'/'8"4 A 3p32" wLNQ fX1T ( o/ a. (B C4RRnn wA4N�1 a 1x Tp3 ac, �n1.Lwn ( # I _ e ANQNd !'A_ T s^': 1 '4' TAphjN ANCyQRS T 4" ]Ali*DON ANCNtlR$ ,,, '_ d"C'.... _ 041 ._(S ¢MGCF�- w/ -0) --- (S1u�ER N wJ SFU)) _ C Mcw0 E�B.DCK '. �._ OR CONCRETTE BLOCK CONCRETE ice._. -•OR CONCRETE COIXxiEtEKOLO REDUIRED 1�j}yj1 ##DUNTiNG AEOURED INSTAL.l QN W"NT#NG INSTAu sT1oN WALL Ms�TNO 119VON WALL �INSTAW SCALE: 3/8"=7«.. SCALE 3J8"-I" SCALE 3/8'.:1, SCALE 31e".i" SEE T8 A M MRAMPS R AI1c"w "M Ile. :AFCCw - 'F QR 3P/CWO"F Mktg"lO16on wOW R OO Mt .�W'1RA VCRs fN.} 3 WNW A ANONDR VAC'NQS ARO � Ep,Y Ot4TANCE ARE IND{01TE8 ON THIS•2�mA'Mam Cm,mmis dA) v-. $ SCONAU Me CI•AwLa A SS, iN!XCA ON NU•T1KYR0 SPACRG SHOWN ON °SW DUULE R%tM1L- �yy,yM dxi - 37- AWA EA so wwxcQ 1VNQOR. of THE FOLLOWING rACTM, - Tk.9S OPIROW-TO BE P F, RE 1 01 �0 - - - _ TAPCw ANOKORS Ole' 1 1 s I , M.s. W/ NUT WASHER 1N;TCP EXISTI LIFE SAEM I�_.WOOD MUCTURES STORM PANEL MMW 1 °j4. I r- 4: IIjj 1k `~ q { 1 f _ t T 4*I TAPCbN D # 8' / 2 MIN DO d , .. T44e T @ APCON a" O,C, .- = 1 J 9 MIN. N TNRBAi7t'.O A� PENE'TFti4TItNt AT WGLRJ HEADER - - Ii PENEiRA2tI0N Af wTioO HEADER 1 t f 11 - 1 i 1 i 1.t I d2 1 ! 2 A \ W x)D STEALN''J# I of Min '� I � U D REQ TIE 3x _ - _ 4 I ., o- ,! WOOD ER x R HIFAO ,: I ' +' R€OtI R i .4; . - .-,.....,_. p i° -. ED - r t 1 LI -_.-.. J-i� C9Ni. , for am �} EXISTING A j } 1 M84. SFPAWATION TQ GAssi. - 1 *0 "w G ASS 3 i.• ' uae. COSTING 9£�,I tgte) PANEL LENGTH { E NOTE t 8ELA7X7 _ --­­;f t§.:_ PANEL LENGTH 9/S`a-20At'._ _,jH.._ (SEE NOTE. t BELOW) 7 7� RAH 32" ! -_-„t.. al .-.. YAW RUTT - 1 1 T 4_ i § 7 1 - -- -� I� 1 p i 4 If ,t �. 1 F r EQ r EQ x $. I 3... t 11 -" I .,,,_ _,.�..,-` 1 7 "f 8 NIA fa 3I32' 7 '• . it �_ A-- i t' ,. 1' 11 `=1f$& 2"N4"'WOOD. MATE fi x. - it " REQUIRED ' __ 4-F ' I f ' .,', 4- YL''ASrER w 4 t/i` O,C::- 2"K4" w '`, . 1 , , I A:3d( OW) NUT I�HSi.KRtO ,.. n i ! `.: WASHF7t o (BEYDAO) 0 5 10 PAi0..... E Pi. r_ t ::1 -t_I ' (1? . 6 1p4' O.C- w 1 i S _, H I IT4-7O PANEL MATE P � - ''�-t--.+ !I �^ i O 6 1/4- O.C, W/7 7p9 !; AT .M>aM1DTH Or -'.. ra.. :, Mk THREADED PETET+TAfloN ;1 . AT-M/M1biH 6F PLAT€ •; - - �. MOUNTING t , WAfI INist'At 0ON LL M47r ipw IMST Lt ATI N scuE 3de"- p ✓���� '.,;ENS SCALE 3/A'.1" ' t, INSTALLATIONS ARE ONLY YAI.10 FOR e5 LOO w8H1 0 8' PE519FI LfIAO"s UP TO +55.4. -�72.0 FEE AND PANELSLEAIOTN HIP TO 8 y8 - . , * 1 - No 44167 : - - 3 *.+ : *'-. :,,� s ... > ', 5 ATE ...,.. FLORIDA on" um,-WS - - �..t.'.Nmsw e`8 1 a� ,I�tt�A ,, � BUILDING CODE (High Velocity Hu 2El GAGE GALYA#02ED STEEL STORM PA PANEL BAL PROTECTION PRODUCTS LLC. cons Zone PP, OAAA7+ ttft 47/114'a Li' aA - &. NEW FRAME CONSTRUCTION,DENSITY F65 O MEMBERS TO 8E SOUTHERN 7, .. .•fl. ,, � (DR{ ' '1 M G +rra RY/ #NCCC ! "WO s,RL STReET YE PANE NO. x, W/ sPEGEtl4•' OFlISRY OF Q.SS OR EQUAi. NNE , W/ ". dam,.' • • '+r tM +n •Cd - t C. M PONY _ %.: an,. � mmF , WD-1 FL. FAX, ( RwIE: nBAY4�-7saa FAX, tess)Mee-emro 20-1 T6 ... _" 55 � '_ \ MITIII 11S1HII Yeas , (I in-=0, lP I OlA.M_I- A. CA-04087t8 �r� �o+n we aM msww. seR pUA11A ib: A T431T W., P.E. TAFU:Rw3A !AA m,m 7t.1 _ _ 3.124 (ate KOM x BELOW) 1' 24 4. 24 4 W/ aR W/o C6]* � (s1E wre 2 wavily 2' 24 A $ sei4•i�•u SAS t 3• ,. t 1 JFza 8 (7xE NOTE 3 WE1At() FOR COON E2MaImm SEE PER�PA�� yet eTr ANCHIM OYA.3 S. Mom,:. '� 1 •'Mer, , �E % 11 N Wt* ,. - : I 1 _ , ram' ALE aI T Sb7 ...,� 7• AATt Ar.2. i 1 ' • 4Aai z i MS HEAP DF'g d I [ 1 4 - S_ { 1I ( I 1 IL f i fi 1� !' I iF']T� iITIni 1 I �:I x _ - •. -rr i'^:1-rr ,n -.-¢r•r . -e,-v^ �Y�v -r-->-.-'4a�-1-^.. -r- v- 8O 7C 1* la•.. AYEL7 � PANDIT (LIttERPIR ( LTI P '•�•^�- �MT T P PAA'L. �•'- I (MT! I FAIQ) J pp 1 nT v4P az' ( D ANE4, P I PAP L7 (I DR PAN67} SEE PAN 9€i NOT€ 2c 3. 4 bpAw ( }} 4 i 9Q NQ1E 2. A . 7TLa'/ SEE N01€ :, 3, 4 4 � 1 j I SEE NDFi Z. d �B.OR` S[� 1 .. 1 j I. i .. t 1 -- i. . g:... i f pp t 4 {{ I i a �' f I I if �- f 1 �'lT 1. I�I�Ifi1 i 1 t 1E t7.iIj ? {i 1 � I 4 f { !_ � TFD AtELS1 r__ i iI I{fw a • fjj§ I T s 1 BOLY$tT AwLTs ? I f' IE i"ffi- .8 I sOq{ a1lueAlts i. :. � NS.tk E TA3�T•.J.• 1I � 7 f .., 32 wV4GNUI5 ( .. ..e.:�� _ ..- L. «., ,.� ,EAs - 4 -. ..�'1.BLAP , 33 v 1 j r ICI rI#t,1, . ,-I-t � 11 ! 1 I!1 I jrrj�Ljfl ° .; ' f I 11 _ - - 4 , . . -. - ! SEE hT14E i 'B101X..... ._ •' NOtE 3' • .FARELMATE {TYPJ l_ • gSEEEE 3 "'7 ` I ..._ id-..-.IY-•.---e- °-- (AL COCA OI Y O LEICATEG7 Maw , , _- 4N SNFX "S. NTfOG�"""^"' f AT PAyLL4j I* IAF4 7` d6M.. 0R 7-A' S1E NS 4N 3a . IIECTO .R1�' /� N PAKELS a O NO171 # ?„.OR } w/ tX1 MI6 , '': ..: t«.,•-^-^^I4', w MOW WIN_ LIST' PA!#i 10 RNSTAUi4 A1` EACH *BASF PAIR T TO 8E 9iSIALLED Al EAEx1 0PET8NG ALWAYS � PROYOL'D w QP. ALWAYS aE w! REiAR +IANIXE Tp FAGiJFAIE w5TALLA I% " - 15VALE TO FACKITATE I•"STALtATidtt I` 1N7E18K;Q tO BE 1kSTAt1ED fabM s fF ArtENC(L 7O BE VWAUAD FROM - IN90E i SiRtIC1UgE _ .. SCALE 3/j' - I" LN$IDE OF SIBtICTURE. _ - Sala 3/SY m I, I-1/4' Has, GAP I/O 0- i!}^ MR GAP 1/v ft DAP--(' ,- /� _- --.NI T 4R(�w/OR%M 0. SEGTiQit# 8-9 `�,r eP "G" SEW" MAX : 1' 3 Y. I' ' 9071E 3x' (1). tlt'T1NhKX4 nF,�sR+Fc arm; E - Z NANO STORM PANEL SYSTEM CONSS AIC OF PANEL + - 1, TRACKS AT TOP R PANF_LMATE PLUS Oft IV LONG (1), OEF'BM4 OF "C - 2 KAM STORM PANEL SYSTEM'C014SWINO *F PANEL � (AlBOTTOM W/ PANELMATES, CST. TRACKS TOP dt BOTTOM. %). END PANELS STIALL ALWAYS BE CONNECTED TO NO SILL: WAIL BY MEANS OF (2)..ENO PANELS ST'LM,L ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP 84R PAIELMAlES OR. E -i15ED Y W/ 15" LOt1C I�'ry TRACE AT BOTTOM, END PANES S(8Jj SfMi 1, or 1:04 OiEO Td w/ 1 49t 2Qm}/.T"°'M.s. w/j 7 3l!932�" 5HAL1 Bf PROVIDED A7 TOPOF Stjt'it PANELS. II11i0 NLR OR 1/4•e-20x3 Min.UMEtRFw IF1TO iAPPEDJ(FSsCEP1 AS (3}, IF END PANELS ARE CONNECTED TO 87j" TRACK, WNNE�ION SHALL CBIWS'T OF OE£Ckt8E0 ON ROTE {]} I, 7 4`O-2 4` 7 QA3 M.S, W 8L% 32 Im NUT OR 1 4'#m3 4' M, , t / / / / J n THUMBSCREW 3 , R CASES E'FIO PAN USE .KM Y w 75" T // () F13 WHEN ELS NOT MRD TINTED BOTTOM TRACK. LDNi"QON OF FASTENERS MAY BEAT EITHER OF 1iVO 8UT ENO PANELS ARE MOT COFB1ECiEs� TD d8DTT7lM CIF, il'.51OP FLAT FIO BAR OF END PANEL $AM#h. BE PROVIDED AT TRW OF SUCH PANEL$, IN CASE PAN (i)e IN CARE "THAT ENO PANELS ARE NtJT CONI'iECTEO iD 81YITOM TRACK t.w- A STOP. BAST (i), FOR INSTALIAildfl5 wHFEN ETIO PANELS AHD SOME iMEFBOR FAI#3,S ARE OLRECTLY 19 ONLY USEY3 AT "iDPpyy AT LEAS%` 1wO PANELS 5NALi. BE CONNECTED TO 11dTTQM TRACK MOR47E0 TO EXISTING Slat WALL BY MEANS OF PANETMAYES, ONE INTERIOR PANEL USING SPECS }14DHL'A,iEb ON NOTE (3) ABOVE. IN SUCH CASE, Y,:IJPLNECTION OF PANELS to MAY 8E 13SE0 "'OlY w/ TRACK Pti AT BOild ATTACFIM 80110M TRACK TO WALL TRICK MAY OCCUR AT ANY PANE, LOCATIO14, ..ELEVATION (5) SEE SECTION 1', V A, 4' ON 94EET 24. SEE ANCHOR SCHEDULE ON SIiEV 2-- �� EDGE OWN40C FOR THIS RE v A PANELSBOTTOM SUCH THAT ADJACENT LEFT %W WONT SIDE OF jj'' PANEL. HAVE .. THEIR dYFRU�AS hiH YL/ RETAINED BY %E �`'A\tN FLORIDA BUILDING CODE H(h i * -Vw74ofiY Hu carts TaT ,. 11 4 1 BT '. TIVA= M 20 GAGE GALVANIZES! STEEL STORM PANEL FJ. . OMANBe to � � wr - 5TA OF „ • 4 I _ _.- �`""� BAL PROTECTttiN PRODUCTS, I.I.C.""W""" �fl:, a141TwZ0,"c. M Ft P,:.��, A= SIowlN- 61 51R1'r TEFRW r♦'� S._ w. ., V\ =PAa%.1Tuff � F, pNG4unstrAt 'HOW, w4RWe_7Gn FAN:7 L854)NNIPs7 20-i76 AA4•/At���'u iNw:(WNl� BT"10'.I en-tS7r tea+ :Jwa.w - LAfAW #* PIR amr } 11t414.:0: T/IAE/T%Tt- IINSTALLAIJON DETAILS FOR N #2 E0_R ..-,.f...-.1/4"'TAPCDN ANCHORSSp"4" 9 O.C. TAPLON ANCHORS F 0 4" Olt, OR CICRETE WLDC (r POURED ' �. ORu OONCREiE SHOCK: RED ``' REQUIRED I r,3 3 Ili' REQUIRED ! i S tit . -# zi" EOe 1 �' 5i• Fan..'' ro I ruse I i 'F t I i A E F I I 1 16 1 e <:s I II ! , __ __ " -,. g `. II I 114-'1O"A PANELMATE PLUS wp '"""--�'a'" . 3f32" WKIO NOT WASHER 0S 11w OxC r BLOCK REQUITED au lt�ilNR ItW TIaN O IE�aR rah*# SCNE 3/81.1` W. tf4-- SEE T 1" R 20 FOR AIOPDRS TYPE A NIC910R 1YFC - TpOM1 p"Mum SPATTING FOR a6TAWDDIIS INI3 won PRONE• SIALOIG. W. MOM MI SPKK" D.) 3 3 AWi8a1N4 AL#OHOI SPAMRLOS AHO MINMUM QHCE E07'AtG2 ARE MCIC.13r4 4f1 7eA5 iwm"WMum ngra+mem_,.... 3 3 9tXILTRSE FOR E.O, LESS TN4N RIOaelTEli ON N:a 40;11 Y 9wox G^i 3 3 'A 511KCOFItE INDUCE WIN' DR SPACING BY W " SPACING 040" ON SS FAE - E AMK,C'll. pw 1Ml�iR TO -ME POS5flC6. AEtNtCFD SPA¢04 MAW USNG PACi48 SHAH HOOT t i!T T BE 1,00,, MAY la'"I'Ah SPA"M WOCITED _. "_, .� FAR 004 AN04OR TTPE ON HOBS SDRTiUfE Y aD to _ '­�_:__' -1 Ile I I 'r-', "/ t 1 ' `; f r1 ". i E.1y4 {; t ` i `' ,' -.___L__ ..I ti-1tl'4 PANELMATE PLUS WJ ,,.'......- 8 CND72/3r WINO NUi _ OR CONCRETE BLO3t REQUIRED NwAhu .SCALE 3/8'.1" QUO& NOTES- VALID l.ilM SiM PANE CYYi'FPEI T, E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.01 HAS BEEN VERIFIED FOR COMPLIANCE IN 8.0 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMA E FEMALE M & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BACK SHALL W 7 1/4'. DESIGN ND S. R WIND LOADS FVQL BE DETERMIiEO AS PER SL'Ci1DN 182013F THE ABOVE 10NE4 CO B: MINIMUM F t d MEAT 2 UM EMBEDMENT X 7 -UI ANC OE. / $ CALK i1C9€S SFIALL � IS 7 8' CONCRETE - A FOR WIND SPEED AS iTEQ111RE0 BY THE diHRISDIL'itON WHERE TrtESE SHLJTIEA:+ WILL � INSTALLED AN NO EMBNI EDMENT BEOMENY INTO FINISH MA SHACL BE PERAili7E0 TETRAl. AANYLX FOR_ A 08dECT10NAL:tiT' R . 7-i FACTOR O 8,85-LI wiD ASCE B AND, Skt4Lt NOT E%CEE THE MAXIMUM S O 0 (.Asa) ) 1/4' O-: ZO.85 BIJE'WALK BOLTS '115Ei) S. 'ND / IYAy,L 8E LONG ENOUGH SHOULD ANY' FINISH MATERIAL TO EX PRESSURE INDICATED D€SKiA lTCSSUR£ RAiiNGS ON SHEETS 25 & 28, .ENGAGE 3d4' INTO ANCHORS. IN ORDER TO VERIFY COIN DESIGN SHE ABOVE CONDITION, ULTFMAiE OESO WIND LOADS MIMM44CO PER I.50E 7-•18 SHALL BE FIRST REDUCED TO A.&D. DES" WIND LOADS BY MULPPLYINC THEIR BY 0.88 IN ORDER TO &3) IN CASE THAT PRECAST SCONE, DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W MAX. S.0 DESIGN N ! UL. .) PRESSURE RATINGS tNOiCATEO ON S. 5 R 26. EEiS 2 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEIUFI6 SI11Da PANELS. ANCAipFWCc' WWI BE AS O IN t MENTIONED 8. AND I4 8.2 . INCREASE IN ORDER 76 VERIFY FOR ANDWAS ANCHORS USE ON THIS HE P.E,D. SI TESTED WERE NOT OVER STRESSED, A BEEN IN ALLOWABLE STRESS FOR w9ro LOADS WAS 7.{0S. USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN WIND LEADS DETERMINED IN A VM 2. 1 HO NED Ct.OROANGE N N.O.S- 5. C ANC RS SH 2G ALL BE WALLED FOLLOWING Ai:T. OF THE R EN 7 N S) T ECDAIA DATtbfIS AND SPECIF GATW. S OF ANCHOR'S T 'RE CH 'MANUFACTURER, - STORM PANEL'S ADEQUACY FTNT IMPACT .AND FATIGUE R Ai10E - i 7N. iKxT1 %s151• dMLS 8 VERIFIED ACCORDANCE N 18 8 FFt SEOIIO 2 WITH OF O HE CONTRA VERIFY N 2. COLS 20 , THE SOUNDNESS OF E STRUCTURE WH SHUTTER 6 TH EAE THE TT. ABOVE MENTIONED DE A5 PER FE#F TiDN N INC.1REPORT "- R SHALL 6E THE A NS m T 150 FSiFN TESTING LABORATORY, NC. REPO 032 AS PROTOCOLS YAS- i E10 I UR E, IS T TAS- 7 IS D BE AITACHET> TO 3 U PCR 2O2 AND AS-203. NS RE PRb sUtCNiSRAGE. TWLS Y SHL17fER SifALI. ONL BE ATTACHED Yd CEXJCREI� BLOCK 1'JRwOtJO FRAME 2. THIS SYSTEM HAS BEEN DE510NED TO 8E N'rafA1.LED ON THE OUTSIDE OF THE OPEIIBIG ACCESSING THE OPENING FROM THE 8UP•A1NGS. N5IOE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN M5TAUAT?ON 1S dAfENOTQ E PERFORMED 72. iTNN CONTRACTOR IS TO SFT ALL COMPONENT EDGES WHICH IN CONTINUOUS AJsrAa.ITH THE TREMAINRACK FROM THE INSIDE OF L4YRUCTURE CONTACT WITH ONE BUst.OViO 10 PREVENT WiNO/RNN iNIAUSkXi: *CAULK AND "EAL SHUTTER TRACKS ALL AROUND FULL 11 VAND RA INTRUSION DOCK 3, SERIES I WO ' NSTAUATKIN. IS APPU RILE TO SING I G LE AND DOUBLE" HUNG 5711E i11H0OWS WHEN tNSTALLATiA71i IS RE-OUItED "10 BE PERFORMED FROM THE INSIDE OF STRUCTURE, t3, STORM PANEL INSTALLATION SHRILL COMPLY WITH SKCS INDICATED IN. IRIS. ORAWNG PLUS ANY BUILDING AND ZONING 4. SERIES 2000 INSTALLATION 1S APPLICABLETO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WiNLK7iN5 WHREGULATORS PROVIDED BY THE JURI5t1 ION WHERE PERMIT IS APPLIED T0.EN, INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AMD '.DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PAYERIT PEROM. S. ALL. ALUMINUM -T I - THIS TO BE 8063 8 ALLOY AND TEMPER, (UNLESS OTHERWISE N 5 0 THIS PRODUCT N 0 ERN NOTED) t EVAttMilO DOCUMENT P.E.D. PREP .IRIS ENGINEER Li ( ) ) ( PREPARED 81' E NEFR DEA7 AND NOT PROVIDE ) ET11C DOER P.Lh'1 INFORMATION FOR A SITE SPECIFIC PROJECT: I.e, WHERE THE SITE CON P CONDITIONS DENTATE FROM THE -EA.- 6• ALL ALUMINUM SHEET METAL USED At CLOSURES SNAI;,1. HAVE 31Q,5-H14 ALLOY. (b) „'ON'M-47OR TO BE RESPONSIBLE FOR THE: SELECTION, PURCHASE ANDINSTILLATIONOINCLUDING LIFE SAFETY OF 7, ET U IN ALL STEEL SHE METAL P S1ti0.LL FIAVE STRUCTURAL llAL.t AStM A- E. M•A THIS CT T a PANELS O STEEL 853 t)RPiD' 5 GALVANIZED ,STEEL PRODUCT BASED 0. 7'MS P.E P ' HE/SHE O 1 H .D. RT ODES Nor FROM : E/SN M THE CONDITIONS i7EFAft£D ON SITE OESiONAStON WdFY" 58.5 NAI (AFTER ROLLED}, THIS DOCLiMENT. CONSTRUCTION SAFETY A1' SITE 5 THE CONTRACTOR'S RESPON5IBIUTY: RES: 8.. SC TO BE STAINLESS ALL NEWS A HEsS STEEL 344 OR 318 ASI SERIES OR CORROSION RESISTANT COATEDc THIS PRODUCT CARBON STEEL. AS PER ON iYAlLIAtiDN OOG1MENt w8 BE CONSIDERED (? WILL (;AN51D INVALID IF MUDlfiEO. 50018 W/ 50 Nei T1 £LD STRENGTH AND 90 asi TENSE STRENGTH ffi SHALL COMPLY W� 1 I LE FtOR DA BUILDING CODE SECTION 241 7.3.3.6. 5 SITE 5!'+fCIFlC PROJECTS P PRWi SHALL 9E PREPARED 8Y h FLORIDAREGISTERED 0R ARCHITECT H VEER TIRE wNx WILL {) 4. BOLTS TO BE AS7M A-307 GALVANIZED OR I 4 N COME 14E ZED Sifi}„ AIS 30 SERIES STAINLESS STEEL. Wi'FFi 36 kM MIN YIELD STR BE ENGINEER OF RECORD 0 R FOR M MINIMUM 0.0 €Ilr*1•H E WHO WILL WHO WILL I#E RESPONSIBLE F (E ..) S18L€ .OR itiE PER E PRDi DELE AND USE OF THE P.€A. ENGINEER O E f A REC RD ACTT T ACTING AS A DELEGATED ENGINEER 4O THE P.E.b. Et4p VEER SMALL E " 70, SUBMIT m T THE SITE ANCHORS TOwW. SNALC Imo. AS FOLLOWS, FIRM THIS LATT€d THE SRE SPECIFIC DRAWINGS FOR REYIEW A ': :o .. PEA. () T}8S SHALL BEAR THE DATE AND ORIGINAL SEAS" AND SIGNATURE Gi YHE:PRdIE557bNAl ENGIEELTI OF - 1 4M 7 DN F Y' / APC ANCNAYFiS A5 MANU ACTUREQ iLY f:7 W. BUtLO€X. LAC. (MIN.. c�3192 P.t,L7 RECAP THAT PREPARID IT. _ 1/4' 4 X 7 8' TE I'D N ANC AIATE - ALT M f ! F10R5, AS MANUFACTURED BY LtEIY ITC, IN, cN060 :ci, / ( P 98 . STORM PANEL WU4UFACTLiHER'S LABEL SHALL BE LOCATED A ON A READILY VISIBLE LOCATION T STORM PANEL.IN - /t4-Ip PANflJAASE FEMN•E N d PANELfAATE PLUS ANCHORS, AS MANVFAL`fUREQ .� ELCO CONSTRUCTION PROOUC75. ACCORDANCE WITH SECTION 7709.9.3 OFFT.DIRIDA BUILDING COS: ONE LABEL SHALL 8E PLACED FOR L•YEitY OPENING. f •3 (.O •"•'`A Ps 7 IABE'UNG TO. COMPLY WITH SECTION 1708.9.2 OF THE FLORIDA BOLDING CODE. A.17 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE FEMALE 0 At PANE(MATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4"0 X 7/8` CALK -IN MV40RS SHALL BE IS 7/8" INTO CONCRETE.. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALT. RE PEFMTME 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENWGH(SHOULD ANY FINISH MATERIAL ENST) TO ENGAGE 3/4` INTO ANCHORS, IIH"00.04IIfIrN0 A A3) QkSE PRECAST S.TQNF_ PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE EXISTING WALL OR .... FN�C L OOR, SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS: ANCHORAGE SHAH . vCEPys�'t.`�H �. BE AS MOONED IN &I) AID 7N 0),�,, " ~ No. 4416 W TD a �U�,., v * TA•C FLORiDA BUILDING CODE (High Valo4 q Hurticc" tons - Ida^ a upcDa wD110Rs As MANUFACTURED Br 1Tw BWltra. INC.- ) ": :- _ - t.0 - ._ 'S / • X 7/8 LMUE IN ANCHORS AS WNLIFACLUS A BY DECADE INC. (AC RED Y EL MOLT t LT a4. MC -- 94-10 PAHELMATE :FEMALE ID AND PANELMAti PLUS ANCHORS, A5 MANUFACTURED BY ELCO CONSTRUCTION ,�'^'�2 t�+0,,': , BA' . �s.�', ' :0 CAGE GALVANIZED STEEL SSDfW PANEL DRAM , PRODUCTS (m 347E P.n.t) .-d. F7.A4M NBC-, T� �AIa•t, �M1� I PROTECTION PRODUCTS, TLC. 474 �, RF 1 t A11"!- R" i/ i NO ". MIL' 4w14 S,% BT STREET 1C 4PM #•iN4A4[ 7M/1a O ANC. FL SMI. 2D-1Y6 R He, 82 %m mmA MaWM wAmR x ..". FMC (SFM)AEI-7w. MICA (854He8-VW AW , tt"} 1P1••YA1m ft; PG7 "I.tmlf JR s mwwf a.a 1•e MAABK Ala: CA-IMM710 s _____ , Pt SEAL,%M Awa/CATE ... SFTt A Thin- d,t P.E. f mW. Is.us - • _ SHM it $ RN I.C914CRETE OR QONCRETE BLOCK 48tRRnE a. ANNrL• zSA, : 6 ,t De9GAFfM'N✓Di9 A'oper, Iw-•'T., A } ',, a %1L "'-k,.0•. a'�* , J ig�[R 0' f4Z {412 31KEC 8ffij i- `P �1 '".,. ��MYt" 01=,27 CN .AQYT ) 'i':, "Y kW4tli' f \ 4 k OW 4F j MITOTIC \ $ �-- - Me` S.,4i. P%IR8 5 Y \ ' AFJA+AaA d OPAEtrctE l `lE � ..t 2 'ti Fw .ti 4 , i - 1 TWA? '`i .. x {{,.sr•:sMa) OzmA.is ,F: rI 1 3 } 1 _ .? 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I I. aWt4xtE 1 - ' _-- E KOIa® _____ __ ---. 3 0.Ya y: -I - r 11,L=% { . f.., 'fit At -.:-T t 1[. I I'` l 1 a4-OMiVM M$ PBMp1Eti'._.... rtH4- 4' 3 r .r t?I `AS Nsl }` Ya. 4wt4- ay. ., tAs-e , 1 - 72,r3/ NA%t4 / Alt: ..:.... .xsD .. fpt-•_8'G....-*-^i'.s-- ",r rArT mt... 4tia v1aMRm >:<.. .... t MA,.-- y - _i tNt AM t/m5+,•9Ce314• E4 I. ; - �O • {� :+*.�. � ttrf,20.31t•. ��1'°#9' ,r ��y r mro., <• ,,. 1HA,}SA. *--^-^ .. WINSIerc rNtm ,. i 71wrsCFEw IstG zw DEE p,, Y ,.r. !T fKKE t 1E ulti+_5. FGK E BELo+1 P:. `j{1 t YOUL a 04 �K24 ✓ f ! 8E14w7 41s W u 32 'JYnrFA yE *✓ j.^M1��` *�' 4 '-- ' I-EAt (tK C"yaf111pAO p8 SrffkT 2!J ,,:;. \{L'} w*01 eNt[. WALL WOUNTING I WALL. j EC7 it OUNTING INST, m „AET 20 `� SECTtQN 2' enoN S - . 0 seAtf mi" am Tamil l� �9�i1fiNt#NG LT��. e1!t{,1:2a Mots# Nast. � scrLE s .T` SECTN9N >4 fe , }1�2T8E yam ;. ea43 SCALE 3:. t" .w" ,%BP '.$EAIE 3 dB S;M:& �FE RL z 7311CATKN{$ H �WI61K11� �. UII: tY, MR At TAP A8 NFL AT iLtA141/HfI11NwAI t W wAn . 4 a (B eT e' WIG I °,oD' o a i�no� ``P� EFt A. TIq I! ^�. NO. 4416E i 1 FL0410A. BUILDING CODE (High Valoe:. Hurricane Zone..-i'-�..:. ,..,. (J 7Dea 1$1A9M7Airw4s ^VN Ot, - -. ' COY9RIED Ik V " EUI YA 7( A\ Mt9w ATXI1 auY Wrr �,y STATE OF :; � ia42a Tx Eca Mac 20 GAGE GALVANIZED STEEL STORM PANEL OPAN BY, kNad ` �r► p� •,•• GLOBAL PROTECTION PRODUCTS, I.I.C. 07/ Saner. 1/2` . I" V#EW Y.Y�'".gtaxa `A N !L 1r V INC. Nb4 S.f. s A I q� iE A MNB COMPANY AiwE. FL 3w. A. al.• %, 4 9 v%. m,FSYHt. " 9xM NMIII, 9a4 20-176 AIM... OW etrw� r. x O" ___1 ( ) -73I . (854)8..ow- 7 I PE ' {RIEl0+1E G"4�87Fa FrA 4. ew i*wA m. M GZ7mMG Ala IIGLTER A 3c.; P.E. • Y W m - O;-v xm W' 9S - 4 4 7 w ._ - A _. ♦^^�'' ^W W '' _-^ cn � _ Fu O ^, V/ � +� U _0 L a) C C 0 O = .� M U - N N N -0 U O 0^' O . W l 8,i O �� y- U V .cn -0 E p CDL F �_ 2 -0 .0 � C/) 8_ Q B.Aew/ C%s :A � Y:r N 3 W � O = {® I fl- = L°� ca fC. C EYI C.S MLV s � -ex sc L.L = = td cv "' t 2- �E � ce1 � Oi W > C fS) QQS = :a-C I� 1 Ma.. to tlJ S� 9 6.1 IU 4= @W . "yy w a "= = E R CD v 0 O w W a) rCD i C/)) cu I O L CIO (1) =3 0 L n U /a/^� V/ L. M Q Z Z .��LJN {1. SHEET NO. SH 1.2 � � I I I I -- I I _#__0 (3) (1) r- U) -Cu (L) -6., -0 > r- 0 " L_ _0 __ ___ , " I - - (L) CL = ­­ a) o o 2 INUALLAT19N DETAR-5 MR SERIES 2099 & 1000 E-Z HANG STORM eASEL GENEft- NMM = M -0 12- . � INTO EXISTING W-090 SIRUCTURES �� ,a, "a 1-�u DOCUMENT (P.E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN MCGRIDANCE CC) D M4 ... - .. 11 0) -#.- (D a) __1 11 LL I 1, SIORM PANIC- 4�m At- �._M Mello. - t/4"o TAPCON ANCHORS, AS ~ACIURED BY 4.T.W BUILDEX, INC 0 - (n - MAXIMUM &AID. rASION PRMURE RATING (n.s.f.) AND , � ", I �� 1 11r. Lon, SCREWS 0 a- ox� W/ - - _____ WIN THE 2D2O (7ol EDITION) OF THE FLORIDA BUILDING CODE, THIS STORIA PANEL $KILL NOT BE INSTALLED AT HIGH - #14-tO PANaWTE FEMALE 10 AND PANELMATE PLUS ANCH _r L­ - �, ___� . . - I I I/X" *�, THRICADED PIUMPRAMW 11 P " ., +_ 21*4, mm VELOCITY HURMCIONE ZONES (MIAW-OADE / BROWARD COUNTIES). 4�11 LAC SCREWS PER N.13AL .OM AS MANUFACTURED BY ELCO CONSTROICTION pmovCM = = cu -cu , Fn CORREMNDIHQ MOMUM PANEL UNM W =K= __ "A I,W %0XV& 6 To EXISTIAG WCAT MEMIERL \ _. - I/ ___ __ � A I;f 6' OX W/ '. _- _�_ . I - 11 r =- t/4-6 LAC SoRm 0 6- o., DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND 7/16'0 , 5/5' WOOD BUSHING, AS DISTITIBUIED ey ALL POINT SCREW, BOLT & SPECALtyr CO (1) -0 0 M&JIMUM &S.D. DESIGN MQ&%= RATINQ (RAOIJ AMR MOMMINS MXIMUM AN 2 , A" Nisom I 11 I ­ FIAT OR REOLIF171 � W/ � JUN - I , -To fArm Wow zcw­­ � ) CIO Cxx - 1 112, W. T"I'vom FIEKTRAIMN S FOR A 151RECIROOKALOFY -0 -0 FOR M IOW12QM 6­2 MtM MM EMELMSYSTE O& IL DL ' EDGE WASCE _1 1�_<__, I � \ I � C� 11*.1- S."S, L" , 11, To EXISTING *OOC WAM KC�0�6*, U$[AG; A5CE 7-M5 AND SMALL NO EXCEED THE MAXIMUM CkS.OLI DESIGN PRESSURE RATINn IN I ON SHEM C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCOR ANCHORS SHALL BE 7 1/2' AND 2' FOR ELCO PANELMATE PLO C 0 Y - = (1) XMIN SCHEDULE Foit NSTA=QNS INTO GQH= & r"mm &= $m " " - " � , 1, , � ___(0 f , ,f, 3. 0 THRU 12 & 77, 19, OND PANCLAIALE FEMALE TO, L_ 1WP Ly" OmLt %a I I � if 1, j ­I&C-3, F14-t, sm's, - �� �, .' \ I " ­_ wmo IN ORDER 10 V019Y THE ASM CM003014, ULTIMATE DESIGN WIMP LOAM OMMAUNE0 PER ASCE 7-16 SHALL BE FIRST I 11 EWL9044 _K_=u , 0 Lk DIC of OLI � at / ii,61;M., MIS REDUCED TO,kS.D_ DESIGN PR , ESSURE PAIANKI BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE WIESE At MAX. (kSOJ 1") MINIMUM THREADED PENETRATION OF LAC SCRCW. WIC THE WOM FRAME UNIT SHALL 13E 1 1/2- NO THREADED CDL C - MAXIMUM AS.D. - 0. - 3 I1r . APPUCA"'m 'v � malm 'I � \1 i 1, , W/ I � � I'm S� DE54H PRZSSVPE ANTINGS INICCONTED ON SHEETS 3, 9 1HRU 12 A 17, 18 PENETRATION INTO STLICCO SHALL BE CONSIDERED AS PART O!"THE REQUIRED THREADOD PENETRATION, = 4 APPI. mmmomw wmm VAMC FOR r i � 1, '14 'm 0 or 0�0_ � I"I, S�WOF 0 ON ORDER 10 VERIFY THAT ANC44ORS ON 'MIS P,"� AS TESTED WERE WIt 04TR STRESSED, A 33% INCREASE IN ALLOWABLE I ,�# LAC SCOPE M70 11 MA. Mht*= PSIMATION I I i Ft, LL - � ING , - Smions # & �-A ."le f \,/ I') I 1"1'1;1A11/ TO EXISTING 1,000 -EAM� . . STRESS FOR WINO LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING 14D WOOD HAS BEEN DETFIONINED IN m Row "I Mp:� =- NY9 =IN F .;g& TAPOM I *"-IN PROLMAIM rEMALE 0 PANCIAM PLUS MAXIMUM PANEL "y ��, �, , Imoml. 1/2. A, H11. 14 "Y"Tev,ir � I I I "I MINIMUM EDGE DISTA.Wr OV LAC SCAM. INTO WOOD SIAUL RI: AS 'HOJOIJED IN THIS DRAWING C - - Pla'al" AM COWSPATIOk LOW" V (I,) � i i 1, 11 I WON; NUT & = � I ' STORM PANWS ADEQUACY FCA IMPACT AND WIND, RESISTANCE HAS BEEN VEINTIED IN AD ORDINCE VOT SEC 1609.1.2 OF CA MINIMUM PENETRATIOff OF VIQW BUSHING SM41 BE 5 8, I V-20 SCREWS USED SMALL BE I I L C MINIMUM ku ,,- m I __ - - I �L- - To - -*'TC 70 Cowan 1" CU­"`E , -!A-"- i - , T !AL� THE ABOVE MENTIONED CODE AS PER AMERIM TEST LAB OF SOUTH FORICA REPORTS M14,Dl-Ol AND #02TS.02-02. AS SHOULD STUCCO EXIST, NO I' MINIMUM FOR WALLS WITH NO STUCCO. +65.0. -75.3 2 %/TV I SOLID . 1% X. S. 11W. TO CDOCRETIT To 10 CONCHEIr TO COW W - I � r " ,It E WIAL 1/24 & C TH Ism � Z'w & 3`W __Dp-w __%Qm_ - t- I - S/Ib'Af- POP RIVITT C� #140" SKS , - -1 0 � - I - I N I' & 27 rw) I - I __ � . I SOUTH FLORIDA REPORT 11123,01-10 AS PER . 12* N/A 12, N/A Ir N/A Ir =,�.. i J 0 1 , - -- .140 - 0 '. 5 C,5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE P,AHMS, STU= OR WOOD MARC$ FIE FO D ON THE "1571%14� L_ +lt"A _71L I - , /A - �� I-, AS-20T AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PEWORM IN AC E W/ SECTION 1604 OF THE UN ­ .. - 71' 3.* 10, 1. v '. 51 ,� =;= - � Q-t __0 .. I COROA0C WAU_ ANCHORS SMALL BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANM& - . & . R&VF;6�0- 1 S�=)+ .I- I I I i rLORTA BUILDING CODE, ANCHORAGE SHAI BE AS MENTIONED IH C. 1), C 2) & CAJ -6-0 0- VMXd3-;rS,S, " & WINIGNUT AT MU40 & AM OF PAM UNDIN Z.. OEE OVAIL $I" * . D (1) PANEL. 1. L- _. I Cn tu 12' 3 . 1 12- r r 61 r Igo=L. - - - ___11� I I - Am IA Sam *= .. '... ____ 0, 2. ALI, AIMMINOM EXTPUMNS 10 M W63-111 ALLOY AND TEMPCR. (UNLESS OTHE"SE NOTED), SEE BMW 2 (0) ANCHORS SMALL. BE INSTALLED INILLOWIN4 ALL OF TNE RECOMMENDATIONS AND SPECF&AIR)AIS OF WE ANCHOR'S MANUFACTURER. r_ Cu ZO -0-0 0- -;/-_ - - - - _____ I L 1/0�10�v.. 1 3 Ail. ALUMINUM SWEET MET& USED At CUY,TURES SRALI, HAVE 3101­1410-ALUM A N/A N/A N/A "/A N/A I 19 I/r 1 2' (Sorm) - 2 1/101 UK I , !Or � : L-ArD - __ :: a PANELS MAY ALSO BE INSTIA1.140 HORMOATIALILY FOLLOWING INSTALLATION MALS SHOWN ON SECTION I NPOLH3144 6 (SHEET$ A �_ -0 . a ____ -V - SEPARANCIN - ,� " W - U) < ,%�p - - - __ I __ 70' OR LESS . I, TO CLASS , . 4. ALL M( SOW METAL PANELS &4ALL NXW STROUDTURAL QUALITY STEEL- AETW A -IT" GRADE go MITAMUNI, O-60 GNILVANIZED THROUGH 6) EXCEPT NAT HEADEASQ &(D SNOAU� NOT RE USJCD� '. 4 I/2' _[ 25F=IMN�' HOG e, I A I/ � N/A N/1 - 1/2- 1 � IN. N/A 3' gOP) -19 GLASS. - 12, Q,t I STEEL DESIGNATION W/FY- 92.2 " (AFTER NOLUED). I L. WA ;_11- rozor . 19 R 2 W MO. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE S'PIUCTURE WHERE SHUTTER 13 TO BE . i ATTACHED TO NSURE PROPER ANCROWGC� THIS SHUTTER SMALL ONLY BE ATTACHED TO CONICRIM BLOCK OR WOW I"FAME 12' NIA S I1r N/A j 9 1/2- N/A T (BOTTOM) LVERY ovEhAP � SEPARATION- ZI 4 a@ I _,_ ____ , I . 1/4'II-214314- - TO CLASS- ye_2o.v4_ 9 BUILDINGS, 8 I 5 ALL St*_" TO BE STAINLESS SIM Xkt OR Z516 AJSt SERIES OR CORROSION RESISTANT CONTED CARBON SIM AS PER DIN , W/ M CODE SECTION I I SCOT YEN TH 12, N/A 12- Ir NIA 2 SlAir W_ IS So mi le.0 STRENGTH AND 00 ,,,,, SOLE STRENC AMC SHALL COMPLY W1 FLORIDA SUILIX N/A 4- W) j I A_ - v - - - - _A_ - - /M* */ t 2.1 _1�4,4 10 &ACff REGULAR STORM PANEL WITH UENQT�,S OVER W AS PER SECTIONS 1. 7, 4. 5, 6 AND ALTERNATIVES I W 3W & 4W ON I __ .@ I --j-1 S - - L " �mf 112' it* i - 'I. 4. (BOTTOIA) , 1. I e 10 CLASS, I mw mm-AP d EVM OVERLAP 6 SNEM 4. 5, 6 & 7 RESPECTIVELV� SMALL HAVE A LEGIBLE AND READILY VISIBLE kARKING INSTRUCTING OMER OR TEWNT TO 12' 6" 12 § i I BOLTS TO BE AMM A-ZO7 GALVANIZED STEEL OR AW 3304 SERIES S7AMMSS STEEL, MTH 36 Ksi MINIMUM YIELD, StRE)iGN SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PMKIGS OF HURRICANE WARNING � -1 ____ ___ - - - I I .; I'll I -1 ­_ - ­ -_ *UOOTID W Mo P.O. ".0, DES" PRESSURE RATING = - - I I . - I 1; 7, ANCMQRS TO WALL SMALL HE AS FOULOWS� It. DDE INSTALLATION CONTRACTOR r� To SEAL/CAVLY Ail, SHUTTER CO4PGNERj EVGCS WHICH REMAIN IN COON^$ COWACT With 11 T41 1_0 I 4 �, I Is I ii I I - I of j .i (A) T�LU§�,OKUTE THE BVII-JOING TO PREVENT WINU/" INTRUSION, A, SEE Vat 20 MR ANCHM TYPE & SPINDOIC FOR IRSTAULATIONS 040 WOOD + REOL49CS ft*� 0WANCE BETWEEN BOTTOM 4F PANEL I b "' I :1 I 1.0 d i - I/*'# *CON ANCHORS AS MkW,ACTVRW BY t.TJV WILIDEL ONQ AN',, (`­�I!At P4.0 IZ STORM PAREL INSTALLAPON SHAUL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS t F*K mom AND (2) TO BE, 1/2' i/2' 0 J, - t, I � ,st I . - 1/0 ItTfl/8' CALK -IN ANCHORS, AS MANUFACTURED BY INEWALI INC PROOODED BY WE 4URIISDICTION WHERE PERMIT IS APPUED To, MINIMUM A40MCIO, SPACINGS AND MINIMUM EOM DISTANIM ARE WORATED ON THIS a- n - �= � 4 fl - i/4'0 . i/4' SOLO -SET ANCHOPS, AS OGROIKITET, By ALI, POINT SCREA, SOLT & SPECIALTY CO SCHODULL FOR r D. LEM I" INMIED ON SbOODIALE OMICE ANCHOR SPACING I a I .ks, I Is 3 CW 13 (6) THIS PRODUCT EVALUAPON DOCUMENT (P,ED.) PREPARED BY THIS ENOINECR IS GENERIC AID DOES NOT PROVIDE IN"TIOMATICH By WAIIALVING SPACING Siam ON SCHEDULE v THE FOLLOWING FACTORS, FOR . . . _` '. -1111/1 � k E 9 1 I (M , F�30oo P�..i) __j ,,�, i � � I - . I L - #34-10 PANE FCMALE N) a PANELVATIC PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSIRUCTION PRODUCTS. v �, o . FOR A SITE SPECIFIC "*=�, Let. WHERE THE SITE CONDIToks 08"TE FROM THE P.ED TtITS OPERATION 10 OE POSSIBLE. REDUCIOD SPA04 OWAsNup USING FACMR SRAL, - I _�� I 01.6-1-1 ji 1� I �� i . - 0 12' ol- � , ift I - 1/4'# ZkYAC MAILIN ANCHORS, AS MANUFACTURED BY DIEWALT, HOC (t, CONTRACTOR TO BE RIESPONSIBLIE FOR WE SELECTOR. PURCHASE AND WSIALLRITON INCLUDING LIFE SAFETY Of THIS PRODUCT W WE LESS THAN M14WAN SPACING, INDICATED FOR Eck ANCHOR TYPE AT , , -_ -1 i� I I I ____ _1 - I tu__ [ - - i (21.3' M­ j__\ - J� _ANCmm 1.0mim � : 1i _1 .... , �< z I - L. _1 BASED ON THIS PLE.0, PROVIDED RE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DDCUMENT ANK11001 TOW � 1/4!I. 174-,0 + + Rmumm Mo. DWANa BETWEEN BOTTOM -.1 i I V4-,Xl. W/ @_% , 11 41) MINIMUM EMBEDMENT OF TAPICON ANCHORS MID POURED CONCIPFIE SHALL Of 1 3/4'; 2' FOR CLCO FANELMATE AND CONSTRUCTION SAFETY AT SITE IS IKE CONTRACTOR'S RICSPONSISUM AND (2) 10 M Slier Of PANEL I a - I V N �, I .... i � �F C'st.. ..­ >1­1] S I Z/4- FOR ZAMAC HAILIN ANCSOR5. lWAXON, - � - r 2 r_-_ F 2 �y '422M W/ " - . r3/41 M.S. I , � & - - - ­ pvk�60;4 IT 7r *,-: ,� --I � ,�*� *,` I'll (a) THIS PRODUCT EVAL"TION DOCUMENT WILL 13E CONSIDERED INVALID IF MODIFIED W, x4mim W-Cm 0.) a 3 3 1 I,q V12I./I � , �� 0 S* or� W/4 " , L ___ " VNIA/ 11 I ,m I* M �_ % -5- -- A.2) CAUK-IN As SOUD-SEI ANCHIOR5 51ML HE EMBEDDED 7/6- INTO THE POURED CONtfaFTE NO EMBEDMENT INTO - smostAnsisat "I , __ - �, __AJ1111rAv.sTlm � MI vi V STUCCO SHALL BE PERMITTED. Ile #-�O SCRM USED SHALI� RE 1 1/2' LONG MINIMUM SHOULD STUCC* EXIST, td) su spEciric mwEas SHALL BE, PREPARED BY A FLORIDA P!EGIETERED ENGINEER OR ARCHITECT W14CH WILL BECOME NE �11­10` on.) 09 3 3 a 4 I I I T am, .P, Full rA ON GIVE AND 11 MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SUM OR ALL NREADED, SCREWS)NIO HEAD, ENGINEER OF RECORD (E�VR. R THE PROJECT AND WHO ONLL BE RESPONSIBLE FOR THE [U."WIss, 3 To , --!- j* n = ­ - - t =%p!',wV* �UQAW397%om Is, KLOW) ,:t*c�l 1118'1111�11" BUT W?T" WHO NUTS PROPER USE OF THE P,EO, WINTER OF RECORD, ACTING AS A DMOATED ENGINEER TO IRE J�&­ mom"m "am IV WALL fflilla I PZD, ENGINEER, SMAI.L SUBMIT TO THIS LAMB THE $In SPECIFIC DPAWNICS FOR REMM v � HISIAUMQN -4/4 �CASTLOONGAETF PANELS, PAVERS, S OR WOOD BOARDS OF FOUND ON THE I� LAO SCREWS, 0 v 01- *1 - -11, LAO SCROss 0 6- at *1 ") IN CASE THAI PRECAST STOW. PROF M= , , "It T-NCVA�a PENErsArxxv KA, 2 _­ EXISTINC WALL OR FLOOR. ANCHORS SHNII, RE LONG ENOUGH TO WACH THE MAN STRIJU RE SCHJI SUC, P ELS A I TIMADED PEAIMATKIN CTU '40 H AN (At 145 PZ0. SHALL BEAR IRE DATE AND ORICINN. SEAL AND SIGNATURE OF THE PROFESSIOM - 4-- VVALL MQ 5daLff-. AMENAM 2!ff - MO, 2,0, Wom PLAY bis ON war I I 11SH Of PIAIr ANCHORAGE SMALL BE AS ME"W" IN, A61) AND IN A.2), ENGINEER OF REMO THAT PREPARED IT a 'Ir a a EWE SCALE t/4'-" � � L L - : � PIATL 1150INIVIO FLAT r .44 too � , 'S JASr- 194ALL BE LOCATED 0 A READILY VISMILE LOCATION AT STORM - 1, - I I - � � . - I � � _11i.1 (a) M_u4SmK1O_�M_UQQ!_ff"_ASJ`A_r_-M, 14. SHUTTER MAHuFACTURER N '-* �. PANEL. SHUTTER IN ACCORDAPICE iffni SECTION 1709.2.2 OF VICAJDA BUILDING CME, ONE LABEL I Ir_ � I - , I I= I - I =_j ALUBMME I .. , I BUILQ DOT 111911KING - IIV 0 1APCON ANCHORS AS IMANWAID-AM BY I T W, BUILOM INC, SMALL BE PL40ED FOR EVERY OPENING. LABOUNO TO COMPLY WON 5ECTM 170111.5 01 THE SCALE 1/4--l- 1 � I i I . . - - 1. - I,ikC 0 * 7/8' CALM-11Y ANCHORS, AS VANUFACIURED BY CIEWALt. M- FICRIDA BUILDING CODE. , . - . Mr. - " " , , - 190L, I ,,, L I 71410 x clon AS DISTRIBUTED By ALL POINT $I.", SOLT 84 SPECALTY to 'T10101414"', L INSTALLATIONS ARE ONLY VAUD I" RUUD" WIN O.S.D. I I>< - #14-10 9== ARdPANIELWATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P!,V.yIAnW,0INIM1 0 04W NAAJN ANCHORS, AS NAbWACTURED BY DEWALT, flo� _ I R"INUIN, __ -it'.. $mi 114--i- - T/4 0 k I UP 10 +66.0, -76.3 psi AND PAREL'S TENOR QP it, v- ma, " afF � � - - � kx A ,_­­ . I L."'I", n, I., 4N QW. HEW or SOUTHERN - - .'s z POWE N.. I : T10, WALF. 1/4-�$� 0.1) - MiNIMItIA EMKOMENT OF TAIRCON ANCHORS. MYO PARELVATM AMC ZANAC RAILIN, ANCHOR, INTO THE %�Vlt " I IK `,3F,EN 4wool/ W41111-m-0-IT"MOMS, 10 ILL "',':A FLORIDA BUILDING CODE (Non High voloofty N cons Zo 0) � --P4 .-`� I �, XCENS ____ , ': ,�-��'% SLOOI UNIT SHALL BE 1 1/4�, 1 A 8j, - -�T II, FLORIDA BUILDING CODE LM It 11 I , - � FLORIDA OU CODE (High V* .* : -=v MORat,. Ist, 4,101. `L, %_ , - .L Volocifty Hfttu cone Zon I Zf � 11 - [LDING otaity HU Como Zone) 9,2) CALK-th, * S"-W ANCHORS $RNLL BE VASEOM 7/8- 0410 THE CONCRETE BUD" UNIT, No 100,44 7 `� S 24 CAGE GALVANIZED STM STORM PANEL 00004 W11 r,*NU. - ,- vam TLI= Ist 20 GAGE GALVANrZED STEEL STM PANEL rp�, =- : M. f . . mam lvm W. F�. STUACCO SHALL SE PERUMM, t/4- 0-20 SCIREVA USED SIR&L SC I T/2' LONG MINIMUM SHIMLO 0 EXIST, * �2 - . = * -*! 09"Ims, 0, AND I' MINIMUM MR WALLS WIN NO STUCCO. a '. <:b"IX.�_ '13 - GLOBAL PROTECT 07/0/2010 = * . = Clam - . . 20 WE GALVANQED STEEL STORM PANEL . __ * �LT-w mr, %",= - C 0 11#.L =* ,= G� S.0".. - _�$- STATE - - - ION MDUCTS, LLC. QAx_ - .. Am a.. 31 sow . GLOBAL � ->,, . ' 1, 1, bs`,�_ � -1. E . UM� , - , - � 0_1 .61 "� (WW9­4`1O? %,�.,. til� / 110 Colic ALUM". IQ!! "m - PA� , 1�'10 � I -_ 1_m­"A"""`­1_" - . I � �__:�', 0111111/2141) low OR �= INSTALLATION TOE Oft _/T_1 u i L 0 �-_ - .1 S 'd-. S 04� I - www"', i Of <' � , 1; ;p-. . - - PROTECTION PRODUCTS, LLC. aMT, I - -_ GLJOBAL PROTECTION PRODUCTS, I.LC, 8,3) IN CASE THAT FREW STOW. OR MOCAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE I'D CMM�. 4WD &W. 31 STOW rt IVITE. 20-175 : _vu&QJxAWA'1_. zo uvl�, EXISTING WALL. ANCHORS SMALL BE LONG EWWGH TO REACH THE MAIN STRUCIURE BEHIND %Forl am - :.Z�r 01�1" ­ a a COMPANY It. =14 : , .. .. 1 3331. ANCHORACIE SMALL BE AS WOMNED #4 &I) AND IN IS,2). I 0 11fl. i ;. - PRAWto 10I" "i. - - R-----.W-,,-.,. "W, 111,Z - SmAmOsqum/um .00067 1* - I � , ,qAlWr " 144r/Yill�_ " .wED J#54)4 =- TAX. M4)0%-$M 20-116 ON=" & ANOOLL"AM 0 W..'�m. _YNA. F­ (ts,stalla-Ilm I;- c,l - � � �� , ��,,F- �-- Z11 7:: ks �Rm _. .am %. 31 .1m, � to�� ft I _ F - - , 11OK-,,G, S15 Is - 11 I I , I—- :i1i I ; IV- lIff- .-W.'"M& 1. I - %__1 il�' _0 -­ � - . CPS W-1 III .".."_ All 2 VAOM 9. I .1 - $11014. 1/4 - I- ,C�Ito "'I V-5 1-1� __, , I 11 - - ,- MIT' _,,,, . X= &, U, . 151 , �,j AHIJONAT11tv"t ,I. I . I � I ;pn=RE�- RVE , SHUTTUI TOAD" *Mm AIN & I im�-Tw " - - ! 1 , _.: f � *.an . or a I f tr P.L I k -a am ,or I 0111t a. a . I I I W - " mi - - - - ---,-,-- __ ___ g. E�gum uma (IL"I Mo CQUM * 2/4 �1/4. 3/4, 4/5, 5/5 & 6/5 1) COMEONENTS FOR LREGULAR, LIFE SAMY Ik E-Z HANG STQRM PANEL 5YSIM MAXIMU SINGLE�� I I I -L- SCHEWLE ONLY FOE KOWAS MRM r MAK ANCHORS (SEE SCHEDULE ON +11111/6. 2W/6. 3W/7 & 4W/7 INSTALLATION DETAILS EQR REGULAR PANEL C (SCALE i/2-1') PANEW INUALLAIMN I= MUREQ CONCRUL BLOK & MWD W - --- SHEETS 9. 10 &IT) ----- .1___­_____ ______3. MAX- INTO POURED CONCREJE OR CONCRETE ILQQK MUCTURES ,I, NNI.-,­ - - I I um, � ___ ------- _­ - _ , ___IS.IW (YWAL Ww") ---- --- -.--- ------- -------- ; --2-IW--- rj) tMRMTRAH4M SIKJU EA913Z KWAM K LAO 0 1 � -1 a 6 I I 1/410-24,314' an mm lum X, & DA-0 AR � r- -1 __ -1 - I- - r- -1 ___________�, _JCZX%�� pmrao, POURED CONCRETE -193 , - : a SUOgICRETE F CONCRETE BLOCK cr� r RE"EDL I Z - 12400- (EFFECTIVE WIDTM1------- ----- -------I i f,-"- i .750'-. .At STUO RNM D.M.,(D, CD�21�'T -14-- 1 --r--r-T,' ,�' I-- r-7--T-� _____T___I " V"ED � a; q : I t,.2w I r � -I ! i ______,­_,_,__ `�­_­ ­­-­6 I/*' �m)-_­ - ­­ � ­_ r_ i �37 -n 2q_ , WTH TUCKS 4-1s" * 01=1 " ff"T-um-ma" I L , _+__r__T, , I I I i I [ I i i i CONCPM ANCHORS �1�1 31 O'�j I � �_/ I I � +" OR %-" (ft.)'] +, OR "L-" (ft.) A i SHEETS 9 THROUGH tll� 00INCRETE OR q%4 L __­ "­ I �_____ - � . , .4 - j I CONOTTE't ITU"tt'L _ I's! i� � i . I � � 4­11 _ �� op a 12 W/r D, I - - �_ � - I I I i (SEE sauuu: ON -­ -1) 10) ' r`l) 00STINO POURED I I ap- � S* M -W-mmum- - .2 S , , ,. . .DW UK"" AS.01 I 1, 1 ___ . I �' l" � ,,/,. REQUIRED. aI,, : =I- �' ' - AG,-, I I, % PANEL LENGTH 1 1�"_'_'L�'-" 'ga '_ '� f . � .1 . ,,, r_I,S�o, - --I S ,,,-. 1;, . � I. _jW Ow Be M0,13,101) WAXI LIM PANEL LENM 1), @ ore I - , I , ,To- ,my� 140* -j 'W ,� ! , SH � 7L - 'L � (4) ;m . " 313? 1 1 CONCRETE & WCOW I OEM CONCRETE, At WOOD I- I L- --,-- , A . I 81 I � - : , , Wmv 6 Ile ma I Iti, I I I � AM------------ CONCRETE ANCHORS ��'�`,! ­_ ­­­1 J.h 1. � Ile", -, ... 1, MXXAAOM A I -10. - �� 1. SI! be" ­ __ ---. ­ __ __ - _ ­ , � 'L ­L ­­­ ­­1____­..__ qp >- LAJ � , 11 a - � , � PRESSURE RATING NVALIATm T SWALOATIONS f � '­­­­­ I—- '�' - I � 4 (Sim SoNECM I = .= I N7'L L I L-or &,- ; ­] - I I I v ! � i .... OR,- . I rx : 2.126. IO__ -4. --- 1 I' I I �- --- ­ E4 I E.U, �� It : SHEETS 0 ITIMOUGH I � . _,,---.I .12r I .AV t2l-o* 'Ir 200 N'-4' 131-ir . - 1__v j 4-- - I I— I I . . . . . I I � L -MAIL A I ­ I-- - - - j I I Eaf I -..- r cc C_:I , -------- L----- 75 - -ITVP,) (TYPI) -R-0 12 . -4 I - 0 - It - I ; x __ '-to' ?,�r I . � I I I : I EQt el _= = C-4 I l � , L j__ -.1 - , _4�v __ __ - ] I I __ - I I 01 ; >< j Z L i 054"­ - � ,", __Am I (p*0 0 of -) � I C= � EDGE rYP+ I Y' I V, __j (P�..tj C. or __ �1171 �_ , __ , - �] , L �i ,� C2- F-- = .- - I t I LI, A] I'S , - Ism rmLL .3w-- OCIAX A 2=0` I ____5iTv_ _T1 --#. _W__#_ - JaE. -e to--?- I v ,'� �W,- - - - 71 _i_t 40- ;1 11 I � _e I I - = u- CO- - I - &x= PANELS W/ 40-200" ; '47*-----d m,v - tol-10. --&,-i- Litmum PiNELS; I � 11 _KS. M.S. BOLT Wl 0 EA. OVERLAP 1 1 - PANELS SMALL K INSTALLED ALWAYS ----2- 1 - !!L- _(D I -10 : FROM LEFT 79 TOW W/ 1 2' LEO I -- I d i I i 0 1 4 AT END AT LVFr $JDC OF PANEL WITH STUD __2iD _10-101- _i*�__e_ 'Wo $1_6* ft-41* (SEE %CROW AS , " CTMS AS APPLICABLE) ! -­­W-­,� mr -_ -, ,_ - - 1 AWO it-i- I I -, ,Z. 19" I' �� " -, - _., - I - W-11 � -Z 'Z iz (�) X-Hum (�) *r Mo (�) -_ F__r , ­ - I ____ " I= Wa $EPP ON I i I a lo'-71 III 4* AP" , I � -- -;- ____!�,_, - -, � i I f 'r F. ii� - TO Gm11_. .E 0 � I . E i. ,-,- 7�pnp EDGE - _�!iv_ _L-6- --ti- ­­ ­ 1­ -1- �4_ _,", "' ] " . _ J­ I" 1­j 1­1 , 5,f7bP%X I-L le' " - ' _r i - 0424, (MIMI a a, - ) ­­ ' ­ � "I'll - �� � �__ I i - I I- m" li'-rl 4�_41 _21* of-'21 L 1­ "t, - ­­1 "' L - , vt-, I 1� " =141 *L* Mo.. -, I t;" 1 I I I CT $ ON SKEur 3) - - .zj I a - = PmAt Is SIR) UP, GALVAN= SIM mo- -,--., - - ��__ ___ ,f.1. - I i Ex (SEE SCHEMMLE - ­L-L-11,11- �� (SEE SCHEDULEJ �, _1,__ _UM"on 7 L _= W 11� ­ __ I I � I' j I ,I ISEE SCHED E I v Max. v m- � = I ,;,�_ AF__Q_ __;� t I I '' ! 1 I 1 , I � ON SHEET 3) 11 I ; PANEL LENGTH . - I ca, := -It 101 � ____ -.----,-- __2�0_ i - I (SEE SCHEDULE : �', -- 1 0!L& 01-0. ,�_,. . i- � i I � M._ , 1. __40z=u L3 I I 0 ­_ __ .-,. : -1 71-81 ?I-r Mo W_ - -___ --- - ­ II --- I -1 I - ­ ---!:,. 010 7,-Or, CONCRETE ANCHORS _ L-L -­­ - I - - -0.___ - , , 1_ (SEE SCHEDULE _­ ­ - L, � / * - ! I - i - i , (SEE SCNECLLE ON , , �, I ft ON SHEET 31 . - B: m � "r., � �-. %-I I _r - uo #,-.r - I - 11 r - W-9 PANEL LENOTM I � i 9 7 oo-jj�­. ',�>_`_�` -1 .YW I .-A,. --- no - at ;�;; - I i ; ,v', , 1W., SEPARATION W� WD;V >_'��rL _��_ � ...- I p �, i j - I WOO �7__J_ i_r I ,� I , - - 13ri *-M^ , � ,� ,�- ­ 7 I, ! I I i I I I _ I : ON SHEET 3) 11=t�%r2q_ ILA PANEL "NOW 3: - . l I 70.0 1 1 r i I I __­____ T 1:: ir­-�- - - �, 6 1 6 1 I- D.M., 3 t 7 CD a) -0 I 1 62�� � 1 0�250*10 n.11 71-5. r-Fo, 710 ? 1-21 1-01 $a I I I : .3; U W � I i =­ ­ � - ­- L - ­1 -1 . _q) � .1 IS P . . ., I _­ ,I 040 7:75C, � Of *v I � I C., ICC = , i, I " "' mik"Alm I , - , lI'l DESIGN m -ig-t " , .tILL - Im LML - Ki � I I � � -7 � i � __ 6 1/2- N/A ; I �- ' i "I 12, N/A I 1-111' 1 12" NIA III SI 1/2* I -ill- I - - r, , L I I I I . I " j �, '" * I - 't',L4 4 a :1 t 19, z 4o I., F*msvoD I I _���� . - - -- ­ --- - �� @o,@ MON L, ­_� =14-1. � - - - �_' , .62jl -I i mp__14 , I � i i I I , :1_ 4_­___ I I l____ - ____ I --c!) I --- .1 ­ - � I( - - 1 -7 _ _I A __ - ;a � SHEETS a THROUGH IDX IT . Z� 0131I ��7__� Al" to ;; j 4941 1 ; A - � ...... - 1 ­2�591­­ 14.9 ,: ­­, - _1,1111 SWO 7�7__ IF_r 71-01 $-o L_ r I % In __ . -F .­ . . . . . t MUX_ - I Sol; t = .2 :%, . - "I �, ZrQk, - � - _ ,= I - �, r­01 __;_,6_ I I � 1/4, 3/4, 4/5, 5/5 & 615 l - t - I I OF v ! I I . , � .1 . MAX, 717 r-1-1) � " -;5- _= I I ­ 77 I , r', -<, ". .- = �­_= - 4 I r `� t �,,,,.-, I = E ; - � , - J, I-- .,.�,±AAEL 1�' I -@ OR (@� ----Mv- 2/4 � to 0 �, 9 , 411 _ -_ ___ i i I - ,2.22,0' _:i ISOME=, YJEWASUL A j�-T_­-�� I ! i Nav- --gF-i�- -6,-2;- dJ_r r-l- -VP1W^ 2W/6. 3W/7 & 4W/7 i � �, V.-I I __ ,� 11,1. I I � I,-,--" ROONCIED CORNER a ENDS OF PAMWS 1�' ­ � - 20.0 61-01 "L 7-7- -;:-ie- L-___-_Am,:,om (SEE swrouLt ON "ErTs 9. It, mt� ------ - L, -,- - -1 I I I I � ' - I - AOL ,M* _ .1w - - - - 0, - � - - _J_ - r.b. i I � L I I � Eb. .2 0 � - ENO Up W/ Mium Eom L-1 16961 MZL 1-51 I 01"* I Joao 61-3* $*-r ,I I I - � - 2.37e -- �3751 � I . .) I i � LI:L I 0 U I I (14.1,S) 0 !--I- . tmv 91-3* � REGULAR MRM EANEL M ELEVATION I 1 /2 L ­111 � I A—, I � . :5�� 1- � r­_____� TYP. norm Amma Imv I S'__o � W @ -O'CL' , 'IF, I-- - f , -----Pa OF PIAW_ "'. NlY.S. le EXIS'WM L � , .1� ' I I___ "."""") I 0 r � '. .-,. ­­ r� I 0 12 1/2 : - - . � . -1 .067, KEY H= WASHER ' Ilao - 5- 1 ­71-0.0 Z 3 pa OAT&* .1 VOLLEY) ,[- . 1��,' I I I - ---. . � (�) 3105-HI 54 ALUM- ALLOY (�) = HOLE AI PANEL - 150'. - - !f_m`U` � � _�," ;9�1* HID, tASINK OIDC _� I ; . . � CONCRETE ANCHMMS 3.1ar ,". i L ITYP.) . I 0 4�10* 1 � t . I NX TO, so" m REQUIRED. I, . I I ISEE fN UUEZ Tgj -, ,, 11. . I _____) _261 f______z--, __L__-L­_ ­ -­ -j___,___J � i � _U+ I- . -3 ,�? Is W­ -t,� -fo,_ i ;,7;�-,w - - W, AUT ii SHEET .E.1 _-_� ______j 7 I . S. . IMIT - � I ZI � 24* -.75W -- .111371 LARTATIONS IF ZT: . L311111E V-1, I - C-S, - "Clin -I- mift - L 4 1 . ..., 1. '= .. � 4z� � I - ­ .. WIONLY WHEN SOCUD ,y r f ? I i - -.1091 I- A25' L_ ONLY V" fOR INSIALLO10* INTO I I 11 N--./ I _/ \--/ ll._� LEG LOCATION � - ZTE �Sr; ; � t i (� Sv= 2 1 LA f­ (TYP") to* STRUCTURES MINNUM SEPARAT" TO CUISS 504WLU ul. *�� 4 ,-:�\ f -) r ­ C141 W-EN ­-vm-j.0-=-- t � 2� I_. ? I I - - " - PANELMATES REQOTRED� � � I -.1 A, _IWJ SEDR A- � Ar, IS' � Ql) %_�Ij ANCHOft I I I M". Lma F I ALTERNATE OCOHCRM,� ARE USED, � I � W LIM WIND Spm s; 17C ir,.ph WIND SPUD > 170 xvlm�h 11-1 L_P-_-=_1xm_-Eo, 11 - A � , , . � PANEL LODWH C, O'S ". 1-.1--1--1--­� _.._j _2MO* --- 17�'.- ­_111 (m SCHEDULE ON _4 !-j z_iqr I - -I DO J ReMPA"m -,.,-,v-.zmTm-m,.NEC I C. k 2.06V a .*Wl � D(t) L+. MW M ALLOOMABLE PANEIL LENGTH MR 4 C A=K ASIL DESIGN LOAD, VEM 9 THROUGH to) I -- 1 '125� 1 , *am, $HEM 9 THROUGH 10) 4_r­_2b"`_____ J..113 )I I I. I. 6 . I 30 OR LESS r 1/4^ L­ MAX UU PANEL LENGTH FOR A ..."E" � 0) rp ALIAWABLE NECKITIVE, A.S.D. OESICIR LOCI - ,� 'ODEDU MXXTIMUIK PANEL !0 :�L, L 1, - ..... �. ___�t ". * i I. OWEN A RE 10 DETERMINE LENGTH! (�) m, nies NEW @ *U* HWER I ! i, ; >33 To go 7 Ilr 1 7 �/2 POSITIVEA.31). OEM LOAD DETERMINE MANNOU10 IsAin LENGTH 'L+- FROM SCHWOOLAX- ­ - __ rx __ _3 ---t I MIN. to 5" a- __ � __ i U r I. 1. 7 1/2* 1 1 /2' OWEN A NEGATIVE ASD DESW LOAD. DETERMINE MAa"sUM PANEL LENGTH %��' TRW SCHEDULE WA66 MOUNUNG (R U&M I* MAX, _24"o , j L______:1:1:E I. 1. j - I VOW MAXIMUM ALUDIXIONLE PANEL LENITH IS COUAL TO ,HE ONNOMOS DETERMANIM PANEL LENGTH BUILD -OUT MO=NG WALL Houaignia= MOUNI A-R) ANVI F 9 1 7 1 ?2^ BETWEEN 't.4, no %-�% VIA SEE SCHEDULE BELOW MR PANEL UNGTH FOR PORDSTrY QUALOYATION� SECTIS21i 1 49994 . 44MU01-Z. ul "A!_m= U kAmv_1W= . SCALE .,,,,-,. SCALE -t 474' ­- --- 3.DM'--- 1 ii4- WI -TV AUOY �Offll .. I .1- A , INQ It )OWALLICTIONS INTO WOM ARE AIM= M . it$ ..0, WOOL A.U. OVAM PRMWRE RATING I i --,2ov . .._'. LL144LWW �'L ­­ ­­- I'll - . I tH I— i4l­11�1.t­:­ V11--.1-1-1 � . l____7t1. - (USE ONLY FOR E-Z HANG STORM PANEL "limm'-w AP 0, to & it MR sipo� &S.D. DESIGN LOAM & MW PANM LEN04S FOR A f � '470, - .0ar � - - DOW N� .,. 1�SIXFSI Ir �r TRACK V= � *0 SPAM &Z LiSm I . i r Top mom HEADER RE, Q - ANOW ,= - - �Ilw ! - � 'A -) I = ,J_ - .1-FAI. , looffy mu Pn"WARI BUILD iteloolty one Zone) i �275' " 7- SO63-TIS ALUM, ALLOY ?V, :__ e � I C, I ___ - , 'A ; Jill I. 1. I` 'IQ - 115 � 71' -1--_ I I A, 1.125' k FLORIDA BUILDING COD �Nort High Velocity I"JU Cons Zone) Elmom .__ I i �r ., I 1 FLORIDA BUILDING CODE (Non fth Va cone Zone) ING CODE .(�on High I -M, I-,-.,i- ; , ,P - IN. 0 (�, .-A-C.0 ,q Is- : �;_ 32 32' 1 357 W 1. SO E am T4rm W, Flo. IF � **1. = Name ivma� Kim 1". . 122t, 1�. -a, TRIM - - DIRECT mow, W . 24 GAGE 4ALYANIZED STEEL STORM PANEL .* .44167 t- 24 GACE GALVANIZED STM STORM PANEL I_ _j m* ,1201* . L ------- x_I_ , - x 24 CAGE GALVANIZED STEEL STORM PANEI. VVION vr� - - - qq767 I - ~ IW: 9 DRINK 91 . % -,,. �TATE OF ,-, I i,S*xi.V' STUD ANOU ar 1. . 387 3r _*. I - - 32" 1 3r 42 li I it . x z ; : - 1 mp-) 17 ,, - (D * = � 07/271am NOTE EM-C 1 N OF VJMM: z O - 07/vAm I t EE SECTIONS -- , _XKO At- �- GLOBAL. PROTECTION PMUCTSO, U.C. ­­ "r TRACK S:r '. U* I 4r 67' W. W, NOE OF ION PRODUCTS, LLC. wt. F-D. - EDGE DISTANCE a- .,q `� MOAL PROTECTION PRODUCTS, LIX. IsOm- L. - MIAL 14 11LJEC0,.L_ .= M 51 sow __,tl_y- lk-po.. 4�;9",_ 11 / 11L1EZ0..-'\GL0"LPR0TECT (SEE SC14EDULE ON TOP & BOTTOM WOU"NGS CAN BE \ 4m &W. - ___ . .,- 1`1 ,Z "NAT ". at sow .204' os aw 'm A, �" 32' 32' 1 307 W I - I W I r,.... 0M N. =I.0a �,��_ -` ^tORMIO' a* 9 1. z wo-O x =0 To Mat 4`13W "L , . T,W-.,-.-, "mim= '04._SNOP -175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 20-175 - I 00) v._1IZ= , __ cpm.,. A-006,0`-, - 000000--.4, I-- ( . ..... .. _4�0 10 0 1 a i -991 @ OIL (�� �ffEB u Ass 1 IftassO - '1111411NN/& 1 , -, "I I INSTALLATION. - . to- _­ -,!, 'I'm, OsaA)An 20-176 20 _Q =1 . , - Is . tW)mSI.4im,Y P.-K, ("4)m­7bW TAX. 5717 @ 1r_ 8 SM& CA-MM I L_=j � I �V=n I *,*I, ffl� mwm ft I 1 71m;E41sur Je,, PS, �� � � � ��� � � � � �� ���� ft I -iWWkA--­%1- -am iss' P -NAIIA4 , �,_-_� =_.t �­ "It SIA`�A'111111111"N` I'll -.z.- In -.I I - IFZ ft LL ., ,5�IHGN I lav, ­ , I A -.------- 3gRIL : I I , I =J. I __ U±:!:�!� L_ - .. - _1111- I I I I I I I I INSTALLAMN DEMIL5 FOR REGULAR PAN IN9A I -ON DUML-1 Egkj�_� -, INTO POUIRED CONCRETE OR CONCRETE LOCK MIURES .� INIQ AND STRUCT ' " t 1-1 -----.-I-- ­-----,��-1­_ -.,---------,. INSTALLATIO 12CAIL-S FOR REQULAR PANEL I INTO W0012 I ��- --r- f , ,. � -____ __ 7­7� .. .... 7-7 U - I SEPARKTIM : --cl 1 _�� - � I � . � . ;7� , ,1 I . � � i T - "i- : -.77__ --,':�� - 7- __ , I � '­ ,7�� -a ,to GO � , � �, , , ALTERNATE CONCRETE �2 ----_,_ - WOW ANCHORS I , � 11 - Ail - - .- LASS. ____ I - . I . - - I I 1; - -(m SCHEDULE ON 11 , __� (SEE SCHEDULE ", ALTERNATE LEG LOCATION / -11 ,,, 11J ill 1 /.-_2Qtl- F ­_ __ I -,,�- """' ,--" �, __ - - I :�, 'I SHOW I I- - I I �.__ S�r HG& an" ON SHEET 3) /ft , "'; �. v , -- . ---, , I 4 a I _,�_, � " CONCRETE ANCHORS A"'MDULEON __1 I"— � - 1) 11K -, ­ r � ? 4) I 1%, a�_o " P , , , - - Ex"G Pmm mssaitm� � - 4 'broc ­­ - - SCAM m1M.1&10m1=-Wm_ . ­ �1� � , I I I 4*xg* , -- fSEE SCHEDULE ON _', , EKIETIND, POURED C0NCfW_TT_ ; Smem 0 THROUGH to) OR CONCRETE BLOCK _ _ i x , -11 W �, 'r I ; , , ___�:� P � � �­____ -1 __ __ _____�__f ='=O,'_0 � ADEQUACY OF CKISTJQG� wm "I y 1 , 4, "" -, Cn -4-4 j � I j" �� 1, I " f ."W", �, SHEETS 0 THROUGH Iot 00 CONCRETE BLOCK ACOUIRIED. I �, � I 1 - I L I ,.,,� � / iii / _� 11 , , � 11 max. RE momw BY I I ,,, ­ __ ,,, _&2MNATE UEG , � , IL \1 � 11 ---,I PANEL LENGTH _1__ 1. ,_ y I ED ENCION OR / j 7L I -E.D. I " � / I I :><--, 11� � " EXISTING POURED . " t=11ON ',� � 4.: 1 � ',SEE SCHEDULE I "NIUK IV a"Llkl" I � � , , F� = _�,_L, , , , "'STI , � 4-0 " a) CONCRETE ANCHM D R I --I "Erl'E"T / St��, _ , WWI) ANCHORS - ARCH �, � CONC" REOUWD I � �, � - I . I , ----- - __ - � _­­­11111 11-1 i ON SHEET I 7ALLATION, / " ' ', WOOD ANCHORS ) � -, I- mi., � - I - INS ALTERNATE WOOD E i , 11 � � 1 1/4' 11 "I'll 11 4____ _r (SEE SCli ON ( I - *=*1_11 -IST." T111E Q! : I 16X SPACER &FgR ) ULE I � I � vo-�Eo_ - I M.3L � L _4111 , � /'.,' r (D ,_ �, 6'&, _.. _�:�-- __v-Av - --so - ,(",* - ! r71W1 �'­___­��-A_-­ I / 'SEE 50 /2. � I j, 41.1* w WASN" MIND CD (D 1 , - � ,/t, Mfflidw I x ,101 I , MEET I �B) �,i .6, I � � I '� 14A.M TD, KMN OR _j C . - SpAtER 1 SHEET 11) SHEET ) L I I " , SS _�, I/ I . = _j L H11 =-lu", I.. I I -(D J v � , ___111 - r;/""�,,�,v,�,�/�41"/1 I---- _,l I ss-i"1111" , I J 114* __,L! a � -120.11 is. " W/ " � 1�,* e \ 1, __.. i ; .--- 1�, MAX- - . I - ;`;1% -r- UM. 2 1/2- O.C. x �L " � � � �,�� --- I ; I I i =__ � ; � I T ____ - ___ - ___ -I WOOD HMER � I 1. i i - , . : � ED "I - . ; 1 -:;,;�K - � � - . I __ _T Mo. ODD __ _1; 112* ___________. __ C I � L - I ,��, ­__ ______<11 r _ff� , � ___j - 114" 90&� -iiiii-I-ill _­,_ ---I--- I (!:=".R0-"- __ - I �_' I REQUIRM ; I I I It SKM 9 TMRCu;H 10) I ______.______1 E i ,�j �, � mift. � , [ ; / I - : � I � ­1 -------- ____ -,I I U) 0 1 - 11, I I I � i -C ED - � -, r n "I - 0 � . , I I � @)--L, .r ;;; q I � i , ; i I , - 11 _QF-�-._ i - � - � _Q6. :;I� V . . / -, A L - � - __ I oz (9) , 11.1 ?5 o�'. V #Ms. I ­_ , I 1z, L I � !I I � � 1_______J___,J = � N : WOOD ANCHORS _�, - r,, ', 1, I .._ L � I � ,,, � I � , i = m I I I It PANEL LENGTH b � ! f � " � 4 ; I" MAJL LONG ALUMINUM SPACERS 0 O2 1/2" � I i (SEE arminauir t i � 1'� I 11 I (SEE SCKEDUIX " mf.� i i " , L-0 i SHEET 11) ,_ ; ; i i I � � 7 � 't � p i SEE NOTE - BELOW FOR LIMOATMS MR I J� I � � " - - LoNIC SuGEOm I . � I 14 ­1 ; ON SHEET 3 It _0 i i 1: MAX. '111 1, f __ , � � l� � 1 1/2 ,SL I @_ I > W-1 _11�D @ i 11 -1 -- im I � - � � 04� (SEE TABLE III Om SHEET 11.) I MI". 1, ,�D r � 1 ___01 - ;z I id , i SDZTOON _01 mrssn-muli 1 mlsaaok-TIOM I v "I " 15CPAPATION 'To I 14 ,1 �9 -01 I , I 11,11" j ­­_ - I � TO CLASS, - , I_ To OLASM I � f, � � � -1 GLAS%(SFE : J �., ­ ­ ", = ON SHEETS I PANEL LENOW I _ r�! i i -- - V � At " i � SCHEDULE 1/4-2I)sl' 1 (SEE SCHEDULE I - L � � SCHEDULE 11 -J- : 11. ON TO CLASS, 9 & in (qr SCHEDULE 1, i PANEL LENGTH , - �i � [ , � LP, J I i . , ; SCHIMLLE ON . I ___L_ - - - I I t � SHEET 3) 1 tATION TO CLASS, , - - ON SHEET ,I) t IL__ - --I---.f , , _f,ANEL MATE FEMALE 10 OR PAPOEL MATE i . DULE ON SHEET 3)''L, ; 1/4-il,za"- (am fsm tCHEma I ON SHEET 3) � � I .111 ­ - , t I ON SHEET SPACER ON SHEET 3) 1� , I '= I I 0 =%=., I I �) - L _._.:�v _­ I - I L I � 10"­11:1 � �1-1 - SCH i -L- " " - ___ _'.__­ DMFM� � _r,­ , I ­ ­'. __­... � - ­t��_ - - I UOMPRI a" 11.4n I IT ­ ­_4__�._v ; � I v Mo, I- _________ __ _­ -, Z %V-61 PANEL LENGTH 1� I f - =FD;,r I 1-1. I 11 .1 - - ­-Ii-I __ �­ -1 Tm m won L t- __ . , ___: ! - I i 1/1'1� , I ­ - - - - 'L* M­ ,,- oll-up "I I i ;, , � I (Wx - PANEL LENGTH (SEE v 60. L 9 11 _ I PLUS (SEE SCHEDULE ON SHEET I 1) A .1 . Z-0 � UNIN �' L' I "I : "N a. ra, I 91.0 II i (WE SCHEDULE L_ _ SHEET 3) , 1, SZ - �'i , , M. =_�.`t _. . EA , , Ot . - "-- L- L- - I-' . �Ep � , ... 111 (S SM EDLILE - - � I (SEE SCHEDULE I - 4__ - , I I ,._,, EXISTING I .P., � - ------ ---- --, PANEL LENGTH � i LOCH PAR 7­151 -�T 3) . I) I EXIST11 - .4 TO MASS i : 2".4' WOW ­f i ! I I I----- ____ -I ON SHEET 3) __ DI REWRED I (SEE SCHEDULE EXr.mNG . 4 � I .-,Z. I 1 I ' I � , CLASS -, ---- ------;� � o- i L_0_ -Y--,L-,-- f _j( TO MAM . I --(j) L_ � � � IT I—- -"'---- _­_r- ON SHEET 3) , - . ; rW .,-- DIRECT MOUff W1 SPACER ; SEE SCHEDULE I i j � I i ." � I I � �Iox L-­­-4-­-, ---,- ___ I ; i � CLASS 11 I Cn -.111 �, Z*gNa-A I-- - ____ - , ]mE_ 1 __rj � PLATE , .- �Ij ______ t Mllkq CLASS _ i - � , I ; I _,�_ ; I : I I � - -'--- - ­­­ ­- � -----L - ­_,_�f­'­ ____ I � =­­__Vk_­­ r j 1-1 11, i of V_ .- _C9 Of IV I ­14- � � i < a ON SHEET 3) � ( yz 2w, - I I I � i . i _01, I � SCALE ,3/8.i. � I '­01 V` ' I 0 "I I - M" � I- 7 MI mi � ,_1 --- "S 1 0 � II 1 4 1 _01 , � � I ! I 11 I TO 'It is i � A 11 SOW i I � 1- "', I I SEE TABLE 11 ON $HEET, 11 FOR MAX� PANEL LENGTH$ ,& OF 10 i7 1 MO. _1.....0111 (iY` � , I I � OF *C � �, - ^ I TION, � � , L A I ,� 1 : ,V I I Sbx � I 11 2 0,0.� � I I __ I ". i �,� 7 MO, kS.0 OICMN LOAM FOR THIS INST" ; �, , j �, - " -,--,--,--,-- ­L ­ ­­­j E,O =- 1 or - ii� �� I I (�)- . -@ MAX. L - 4 0 12 In" (It I , ,� i X � IT to � - - 17 i � ! I _ I .... ­­_­­_'L­_L__­'.­__ ) I i I ; I MAX I - 0 12 1/2^ O.C, I - 0 4 , I j X��,�', I I 'L.- ­0 � . I . I � - .� ; L__ I I . I I— _ - vm 11 i Eo I , ,I -f ; 1. , i � : " -1, ,"�c I a) ; I t I .� - , I -_ t­ : lve-ath" 1; � - I �1, F ml_ I . , I 0 12 1/2' Mr_ � ! 0 L� 5 = j7 --- 1-j _-------,,--L ... .... ) = - � i I., - - ,- _-7 --..'.---- I 4 -0 I CONCRETE ANCH ,_ I ": ANCHORS - m� . I - - MI � I I - __ - �F .W=t.- , f E� � Or 10 i � I - - - il­ ---I . - : a Nuo amm I d - I" V, �Ivv CONCRETE . ! ,l Eb . , . I i ;� � : � I 6 Ile Q.t C otl�___ - -----A-,--- __1 - . . %'L � i I I �---'�-"-'-"L--------'-"---�'�-- -J I - (SEE SCHEDULE ON -.0, � (sm SCHEDULE ON 1 - j� L � WOOD ANCHORS � I iL I � I EXm"4 POLOO- � 'a � I _q . t___ �� _­ ­ , , 1 i , � � �', $ -- ** mm I ;________ I � , d -11 Fil_44 I CONCRETE NMI, I I= OF WALL OR SLAB 5"k9jS v GH ) 5�,t�x SHEETS 0 THROUGH I.; ; . 2 $/a- Lm MAIL ALUMINUM 11 -� ___A___J � f. -1- '. I -,- STUD __ � 1 . - I * SPACERS 0 =' O.0 VALID FOR - �� ,�_ I 1�, � , L - ____ � - . I I . k ; � , � 0 I "WT, CONOMOW) ' 'P t-,- ,_ I , 1 - . I - (SEE SCHMUiE ON 94CER $1 VAY RE 4 IIT JANKI It'. . . . 1 � %_ I,- � ___ L - ­­ -- � - ­ ---4,------ ---- a X6 Wow , : � �,/ � I *, I , , - 2'�4` ow A, ­�___' 7 i z --MCPOUP.ED COWAM ALL DES" AND 1 � 1 I -7-1- � , SHEET IT) (11 palcustiam is LWM 10 A OW XMW MASS - - ­_ I ____ ­­­ DECK REQUXIED I I WAX MUM RW HVINT (THIS S A AMFMM" -�_ r- ; , �r ANCHORS I � RM BLOCK EXISTING POURED COWP17T � i ,,, , 1 , ': �, i" � -%, !;, � --a- � - i SEE - LENGTHS FOR SOW 3. 1 1 __­­ � REQUITILU CONCRETE 400fq-j � an CONCRETE BLOCK I I 2'YA* WOW Bw , � � � 1: � -(�) *mm- I " �.� - � F j I =, WOOD ANCHORS ,­­ ­­-­­­-­­ I A � . ___-, I � - I � I SCHEDULE ON � P. RE40atim � gI , � , I ON I I m 0- I RJEOVIRED. I; r ", "am won oust"ITLY st"no OR SOW it). ­ /j Ir OALLMINUM SPACIDIS 11 _,",_1 -i - I i N _ SED , '�� ij VOOD ANCHORS I. 1, lm=" "I'm I 11, (Sm'SCHEW ___11� ---- - - - --.. I i , I I � I ,,-. 7�-... !�, , Skm 11) I I ANCHORS COPIC Tlft VIEW % "AHM areFEMAS 0 04 -, � 1____­­, � � 3) SNOXV IS' "� '.,.Z ,G) , _--o- _­ I : TABLE Iii ON PLATE REW � � I -, t ­STAMM W/ STUD 0 1 x UIRED, or SPAM Ile 0 1 ­­ L f - ,A� �, 1 �1, I 0 a) � , � .,m T �'L', " � � "t" � Smig I= (2) SOW I 4) , , 991=oi(Alel a I , _1_1 ... 1,� , 'r SHEETS, 2 & .03 I NOWE ]­r Ti IR015�010 - '�' I I - �� - I ISM SCREOULF ON L04 AS VC FDUOW40 I i _ :' , I i _ _ ___ �, SHEET 11� o0valum MOM MIXIA'a."." MM 12 Im "' 04CONS Auxam ON ,--r W.-- - --- - I N� i � ; � 'k jjjj ] (1) mm" Mo arm Pamin I s�m 10� CEILING AND I : J,l 2 & - � � 1 1 v _W MOUNTING BUILD- OUNMM W" MOUNTING IQIM� WVW.ERS, 119) QR �1� � I ­, ,r, �j am is .6% -0 W� (3) "I. 24 GAGE PAMB. UVKITH 15 UMITW 10 W a ANY MANG _ ,_1 .1 q I MIS A WISTRIC"DON FROM LARGIR PANEL KnIMO NJ�OM Ok 0 C/) - �_ In, COW ZECTION 5 1 _ I I __ 2 -1 GD MAKWAK WON PANIC, LOWITH 13 WALL M m 21H It _ I , I I� SCALE 3/8-l' SCALE a/8- I' I ?v Lffa�= C:&M %�00� AS I04M ON r,E1UNG MOUNTING BUILD -OUT MOUN'TING " Q2TEEWRMATIV_VW__0= (.1 "' NO IN ALIERNATIVE 4W MOS,� TOW Mj, ALTEROMYL MM 01 ormmx=lmllz�y SCAM 3/8-1" WA MR MO ZOM 1. 2 AM 3 AS DUMU ow I SCALE 3/8-1* Hat"it SCALE 3/8-i- m !MT116N.MIT.1114112 E-1"6 SIANIMAII Mo THE 2020 Or,h MY OF DOE rtar4m -r L. aiwin 42 " i Is) ,,, :%0KY 10�110110 I - X-1 <0 , scALE 3/a.i' SIM A. i �Nlt ".. ..� 1101110104#10 , 00""1000#10"', ** , I t, I j /�� ;,i% . '004 - , ,... -le-1. , , L__,__J I e`,�GENIV ... A. I., - - __ / ,�� �..!�Y I I I .1 11 - I .. , = uj 'a; _ * k - . I NOTES, L . *' . .. , 75- . p t x ��\10 - - NO. 441;7 " ,. �i - .-* \Y�t�lv %, t� 4 or, S ===; ; . FLORIDA BUILDING CODE LNon fth Ydl!!l -1 .. . FLORI BUILDING CODE (Mom High Velocity Hur loaro, Zone) - MOM WILDING CODE (Non High ftWdy Hur Cana, Zone) 1. INSTALLATION ARE CWLY VAUD FOR MAX, A-SM. 5*- - .2 Hurricane Zone) . I ' . I < � .1 0� S v= TIMM 'Ist, ril. 1. INSTALLATION ARE ONLY VAUD FOR MO. A,S-0. am u3E= W_ f.P. ;*i Qm "LIM W_ , 24t aw cALYANmED STEEL mm PANEL N= FOR CQWM1lQR_2E.'d0M: Uff . No. 44167 24 OAGE GALVANIZED STEEL STORV PANEL TOP & BUTTOM WUNTINGS CAN BE DESIGN PRESSURE RATING (P4.0) AND PANEL LENGTHS 24 GAGE Ck ' DIVION a,". . , DRWOKI Irt I -:�--. uATE OF ` $ NarE EM MMNATION QF,5WWNS = ; * -*1 DESIGN PRESSURE RATING (P.s I) AND PANEL LENGTHS = . * : - _____ COMBINED IN ANY WAY TO SUrr ANY AS PER SCHEDULO ON SHEET 3 _. .'I� - I a - - - 'o 97/vtnism =* . !: �:zz­ 11LIEC0.101C. GLOBAL PWT 07/o/M TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = I . III, _= - INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD .� " - j-? I -,. . - �,-*% STATE OF5-- - """' '* - GLOBAL PRIOTECTION E.D. - EDGE DISTANCE I, STATE Ol� �42 1 ECTION PRODUCTS, LLC. 009L COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) � o"L I MEMBERS TO BE SOUTHERN PONE No 2, W1 SPECIFIC R ;���- / IILIECO..._� PRODUCTS. LLC. am- ­ (SEE SCHEDULE ON TOP & WTmm MOUNTINIGS Cm BE, 4W Sm. 5I SPITT INSTALLATION. - - Mou %x 51 STRION - DENSITY OF 0.55 OR EOUAL A '- 0 .Wil!l smw z I'LLOT ,,I'. 4 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD spl,* . 20-175 OIL , -a- - , _7'a, 333I SHEETS I . ..V.: am P. =$ ", �6� A%= . I,%.=. 5,VM ")II00-71"a, � it Fll� am 20-175 iNSTALLATION. I MEMBERS To RE S=HERNI PtNt No 2� W/ SPECIFIC '0u! Xse-7545, M. taisvIsm"m I - � (W)mp- OVA" NAL 4; & 10) COMBINED IN MY WAY TO SOrf Wl( I ,C"==0mx_nrm P"W_ 20-175 - _ 07-- ;`A -LIZIN =-Mr. __ - - -1 aks"m ft .1 AsAssss' I" < _ ., �!�____ � /7MUE c o 7. \GLOBALPROTECtION PRODUCTS, I.I.C. A "! L . T' P ovk,� ft-, twi""M "" � ­1 - fa: omwm ". DENSITY OF 0.50 OR EQUAL� 'imajoakok, C.'Osawls P'L sukjm"TVK/DATE CA-000110,14 I �)ipwumvmx "Hut" A.19 :E,:-: �_. �. I moo 0 or ul I � "mul- .111 ou'91- am :I am _j iRO%tTWx4%XsWVRz/OsTE � 111-4MI-La- - == Id t- am U4 tAk ____ - __ --- =� I I I I ­t,;,-";..; 9'- -, __ I I I 1""' I - I I I 0- SHEET NO. I SH 1.3 uuuu�YI�IY�WwiW�lVli�ll�I� aiu,:l�.�iii��iiyoiWyl� Ezlw/la ANCHORS SECTION EZI & ALTERNATIVE EZiW ON SWEET Is)--- -,3* Mo. M­ (SEE P'(�)(--E NOTE 2) NOTE 2) 16`10 ALUMINUM B, __3 LAST PANE LCDTO BE INSTALLED At EACH OPENING SHALL ALWAYS E` 0 E OLE TO FACALITATE INSTALLAT04 IF INTENDED 7 W NAM 0 c- Viol? 44ST)QEAH -L 0 FROM INSIDE OF STRUCTUPE� U A ...... L_J JR I). E-7 RANG STORM PANEL SYSTEM _T�ENU PANEL) 1 INTERIOR PMEL) (INTERIOR PANEQ (I C% TRACKS TOP A, ED.-TOM, I R PANEL) (END PANEL) SEE NOM 2, 3, 4 SEE NOTES 4 V-0, OTHERWISE A STOP als-11LIC SE PROMED AT TOP OF SUCH +t. (2). END PANELS SMALL ONNECTED 10 BOTTOM TRACK PAN LE_ Hun Ig J, J - 1 a (3). IF END PANELS ARE CONNECTED TO 80TTOM TIOCK, CONNECTION SHAU, CONSIST OF 114'0-20.3/4' M.S, W/ 7/8'0.3/32" WING IOLTED PANELS W/ 1/40-2011, NUT OR THUM13SCREW INTO TAPPEO BOTTOM -Ts- BOLTS W/@ a U TRAC9 rASTENERS MAY BE AT EITHER OF TWO V.E SECTIONS AS APP!J1-kSLC) EMR16R FLAT FLANGES OF END PANEL. A-1-A- 1 L! ox -1- (4). IN CASE THAT END PANELS ARE NOT CONNECTED iO BOTTOM if _,T T IT FFIF�__ I- MIX, TRACK, (t,e, A STOP BAR IS ONLY USED AT TOP) AT CtASI TWO PANELS $HALL BE CONNECTED -TO eCTIOM 'RACK USMG SPECS fJ -4 + I A PIDICATM ON NOTE (3) Ark?&, IN SUCH CASE� C04NECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. I j i SEE NQrL 4 - t INSTALLATIONS ONLY vAuo FOR ROND 3 CT) LO) -NOTE 3 ANCHORS SPEED UP TO 170 ­pn, - I _-ISEE SELVON M A AOCTINATIVE EZIW 04 SHEET, Is)--- 411PEZILAI/18 121CAL ELEVAIIQN FQR 5ERIES 200-0 E-Z BANG SIORM PANELDSMEM M SCALE; 3/32'=1' 2.667'0.04. LVERLAP WHOLE VALLEV) 1/4 og= MAK.CAP raECT112H A -A SCALE, 3/32'-1" �00" ZS EN FLOFfOA BUILDING WDE (Non,141gh Vefoany Hur ]cane Uns) tm Norm W A 44167 a 24 GAZE GALVANIZED STEEL STORM PANEL .0%. STATE 0 11LIECO-iii. GLOBAL MTECTION PRODUCIIS, U.C. TE 0 Yuri Pwa, BM�KNN-TM& rm _FW 20-175 Wknx k J, Px OF ENGI , NEERiNG Elf,iiwNEERINE3 EXPRESS PRt3DUCT IEVALUAT113N REPI3RT September 15, 2020 Apfolhoation Number 17§9g.1 - R2 O� Project Number, 2"is43 Product Manufacturer Ali Aarierican Shutters and Glass Manufacturer Addrew 1540 Donne Road West Palm Beach, FIL 33409 Product Name & Description-, 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluartlow This Product Evaluation Report is being issued in actonfance with the requirements of -the Flodda Department at Business and Professional Regulation ilr"s Building Commission) Rule Chapter ISIG20-1005, F.A.C.. for Statewide accapiance per MeRhod I (d), The product noted above has been tested andiorevaluated as stmirriedred herein to show compillance with the Florida Borlding Code Seventh Edition (2020) and is, for fire, purpose Intended, at least equivalent to that required by tire Code R""Iturtion Of this product &hall be required following perttrunit Florida Building Code inodficallons, or revfsioris� Substantiating Data: . ERODUCT EVALUATION OOCUMEfJTS EX drawing #20-31543 Ofted'24go Galvanized Steel Storm Panels (HVHZ & Non-HVHZr, sheets 1-5, prepared by Engineering Express, signed & seadedi by Frank Bermardo, PE. is an Integral part of this Evaluation Report. . TEST REPORTS Uniform sitafic structural perlormance has been tested in acobirdance with TAB 2Q2 test standards psi test report(s) #JBT�A$G,17�001 by Blackwater Testing, Inc. Large missiller impact resistance and ryCk loading performance has been tested In accordance with TAB 201 and TAB 203 test Standards per test reponts) *$T-ASG-17-001 by Blackwater Testing. Inc. - STRUCTAIRAL 9N9WERING CALCULARQ�§S Structural engineering calcutortions, have been prepared which evaluate the product based on Comparative and/or rational anattars to quality the following design criteria: 1. MaximomAllowable Spans 2, MirtimumAlowableSparis. 3L Minimum Glass Separation 4. Anchor Spacing 160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866 ) 396-9999 TE,%f4@ENGiNECRINGE)t,PRfSS.COM ERGINEEAINGEXPRESS�Ccm ENGINEERING Prigge 2 of 2 All American Shutturs, and Glass - 24ga Galvanized Stsd Storni Panels No 33% increase in allowable stress has been used In the design of this product. Separation from glazing Is not required for Installations outside of wind zone 4 and essential facilities, Impact ftsistance. Large Impact Resistance, has been demonstrated as evidenced in previously listed test nrporfst� and Is accounted for In the engineering design Of this product. Wnd Load Reststsince, This product has been designed to resist Wind loads as Indicated in the span schedule(s) on BIBB respective Product Evaluation Document (i.e. engineering dopwLng). Installation This product shall be Installed in stArt compliance with its resparth a Product EVeluallon Document fi,e, engineering draircrig), along'wdh all components Rated lhlffltht� Product components shall be of the triaterfal specified in that product's respective Product Evaluation Docarramt (i.e. engineering drawing). LImIltations & Conditions of Use: Use of this product shall be in strid accordance with the respective Produal Evaluation Document 0.* aroinsering drawing) as noted herein Ail supporting host structures shall be designed to TWO oil superimposed loads and shag be of a material Wed In INs products respective anchorschodwile. Host structure contiftlors which are not accounted for in We Product's respective anchor schedule their be designed for an a rIffe-specific basis by a registered professional engineer - All components which are parriumerilti, Installed shelf be protected against corrosion. contruniftaflon. and otfw such damage at all tlrnas� This product has been designed for use within and outside the High Velocity Hurricane Zone I[HVHZ). ............. Frock Hermardo. PC ENGINEERING EXPREssia 4PEOOL46549 I Cert, Auth. 988-5 160 SW 12" AvEriue SUITE 106, DEERFIELD $EACH, FLORIDA 33442 t954) 354-0660 1 (866) 396-9999 TEAM@ ENGINE E RINO EXPRESS �CO M ENGINEERINGExPRESS,CON Rea'. N Tj ILI a- ­,rf. W' I rL 51 U) L 116.51��NEI:y ML �N A- 1� -1-21 MIMI L 1011 �11 _4­u 11 Z, 4,*z u-, PAR L sFp� �;Iz,,4�B, VIT ArT; 4 r1r -11 20-31548 U1=AIL A ­avi a Q0 IN"T LLA-BQN DEIAU FOR SERIE-S 2099 E-Z HANG STORM PANEL I "T PQURED ONCRETE MER BLOCK AND WOOD SIRUCIVRES _Veil rAPCON i COMMERE OLD" ANCHOR 0 12, O.C- REDUM, 4- it Trit HEX TER uLpom 141* HEAD ANCHOR 0 12 0 HEAD FROM FROM EDGE. OF6 (64, (6W ........ - - - - - 2- R-SEPAPATION" ALUMINUM POP W111 70 CLASS E-0 it RVIT WV 9 MAX, X PANEL LE%CTH PANEL _A14 '0-20W 50 10 Of V go m ED T., 1/2 9 -0 14000N ANCHOR 12, 0.01 T__ 2'X4* WOOD 1 1. TAP -CON /4 VISMWURED ANCH 12* C --not Is CONCRETE BLOCK REQUIRED REOUIRED WALL mawnsa SEC710H EZI U_ ALUSUM EZIN SCAt_E 3/8-1 SCALE 3/B-l' E FWRIDA BUILDING COOL' (Non Nigh VII 194u One zonetil MONS: MIN. PANEL ILENGTHI 0.44 24 WA OALVAWHO STEEL STORM PANEL ONLY VAUD FOR MO, A.S.D� DESIGN SPAL BE 2 -16' 1. INSTALLATION ARE PRESSURE RATING +/- 40.0 0,irf. AND 6�-O- MO GLOBAL. PROTFECTION PRWUM. LIX. PANEL LENGTH, % IILIECZC� 2. FOR NEW WOOD FRAME CONSTRUC7104: WOOD Niro sx� S� mm MEMBERS To BE SOUTHERN PJRE No 2, w/ SPECIFIC ox, DENSITY OF 0�55 OR EQUAL ZVI, IALL AMERICAN SHUTFERs AND GLASS 24ga GALVANIZED STEEL STGRM PANELS (HVHZ & NON-HVHZ) FBOTTOM A� or A� or SSTRUCTION (LDQATION MAY VARY) SOTTOM MOUNT (=NN-/ BELOW TYPE AS REQ'Q) W1�5PAN r T.LMON) PANEIAMAYGINOTrHEDAS RGQMREa, PROVIOE07HAT.CONNECTION , r, AND OPTIONJILW,20 STUOH 4 OLTS %THMASHERED ANCH S ARE ILLI SA�Flgq WINGNOTS FASfENE66 OVERLAPS 4 DSFA USE t�W�,WWQH 0, 'a S 8PANSAa IE WOBEIRUCTION =TPAN TIJILE, VERTICAL MOUNT ELEVATION JM (NOTCHED PANELS) \.LJ Nvr�sl ELEVATIQ14 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 246AUCEPANELS MINIMUM STORM PANEL SEPARATIOPI PROM GIA55 (HvliZ,WiSOZONE4&MtNTiA[FACJUTIES) MAXIMUM ALLOWABLE INSTALLATIONSLES5 MSTALLATIOICS4111EAtER IMANVABOVE60a SPAN SCHEDULE NOTES: 1. ENTEASPAN SCHEDULES W111+14fCATIVE OESIGNILOAD&RANEL FASTENER 5PACINGTO DETERMINE MAXIMUM ALLOWABLE STURM PANEI SPAN, SCHEDULE, is ACCEPTABLE FOR USE WITH POSM,r. LOADS LEW THAN OR EQUAL TO NEGATIVE DESIGN LOADS, 2, 'FANEi. FAST"ERS7 ARE STUDS USED IN CIDIOUNCTION WITH ALL MOUNT0,15 e(TRUSUDAIS ('F'-ToLACK, STUDDED ANGLE, ETC.), USE 6,21" O�Cl PANEL FASTENER SPACING TABLE VALUES FOR ALL 'WwAND V-HEAOERS;INCUJO1RG BUILD CUT CONDITTIONS), ACCEPTABI.E. OTHERWISE JSE NEXT HIGIMM LOAD. sjp�. lily DIVIlk MAXIMUM ALLOWABLE DESIGN PRESSURE$ -" AS NOTED IN DISIGNI DESIGN NO-I'ES: SCHIEDUL.E5 I PC !1NDT ATIVE I"'- - I RM AP M$ 01 S FF; DET 1.,1 11 T rMSIL SEPA NOIN � Al CE WIT r E IN R, I A CE Wk H ASCE 7 AND CHAPTER 09 A BI) C L, LEE;sTHAN �H LISTE N.FGRANY R GENERAL NOTES: �� JE AABJU CATED IN M orTHE HAL 'k r Uo It HT % 0 A' I Q M111A j1,1 o N �r ` ` 11 OIL, IS 4 ? a ro ?14, a AF� OALL - BUILD AM NDM9415WHIC Ay "ITMI-vo TED �,UEIN MAVAt-QUIRI! AM.' FE NJIA�,EERT A§ � 1B c .AN,,NI Htj r*AI1CV1ABLE9TRE551H4S BEEN USEDIN THE �.Y r � P TH I RECORaPort THE P0,03ECT U T 0 FORT14 I ES 105611HISM"Ll 511ALL 111 IC.T111., A, !D TIE11,1T71! ONN`_.irA,,ow,&1i1LTT, ma _,a,, ,J,TA Tors'sFAHwUM11"". RMIRIUM. TESTED MA tlpiTNA�UM F FJ M Tror, . P il) LABEL VISIT ECAL.C.10131643 ral $ f r.1 P',R�r-_ VDIT-T �'4 �MINIMUM �ALLOWASLE SPAN SCHEDULE (ALL PANELS) "ROME"" "UN KARMEM CiAFEA" i4i� uswwrl� WRIDMI .0�.-94 OEOUIRM W1M7Jok,F4UN QLASS I-tt K PER orrml -F _A_n­ i 511. OR O-C s -WIS ­x MI -M�_.%`P50K 0 1 QF "* on CIVIL lop OR up'T.O. CWSVAM PE. 2JZ GLASS SEPARATION NOTES: 1, IBITFER�SPAN SCHEDULE WITH POSITIVEDESION LOAD TODIFTERMINE MINIMUM ALLOWABLE SEPARATION MOM THE OPENING TO BE PROTECTED- �. SCHEDULE- 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY wrrR N17ERPMAIION BETWEEN LOADS is ACCEPTABLE, OTHERWISE USE NEXT 'NEA T Mir (CC" LOAD. 1 FOrkINSTALLATIONS OUT$IDEOPTHE "VHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 11149OUGH 3' 'THE GLASSSIEPARAT:ON SCRED0144 I$ NOT REQUIRED AND NO MINIMUM SiAnATION OAOM 114C PROTECTED OPENING IS REQUIRED, L QPTS, ONAL INTERIOR FASTENING DETAIL _4 Urm U Or e a ru in U1 12J pe ft Rig An M AN 0,74D' 2 2V o' in P, - �� I A I.D94" Al 5zlo TV 12 &.UIU�QUT'U` HEAb. MAX U6 6 19 Usio 0.316p, -12.500" PANEL COVENAGi 'G. 4 J� �7TT :LOSD _14,07V PANtLILEN IfTr 7TT 1!454K 1--og IF 1-oosa .1.111, RO SIL [ L2 SIL _I 2JS TIP, 9 -57" miat,- TRAcir TRACK 999A T 'Y' TO 60- (1)_yFY CLE *ASHER onar, MIN, 112,19 O.L90. -Al Z. LK P, 'OvFRLAP A" MAX MATERCLO-141115DETAIL 25" MAX� 2S" MAN. MAX, I- xq� LU BUILD- DIST �p �Fr MI, il-oly"I'lix, 1,11I'41k, W M5114 .1�1 I �­ "I EMBED Cti4 lr�rvl MAII T, MiN, flo.. Irl MAX. Mdw FZ 41-1i. ".'PILL CORIUMMOSUREDETAI rl �1. T, LULAOUNTCWSUREDETAIL M 9 r, r ANCHOR SPACING MAX 15-mirr. Tot PResxo%E .L4 41 If'ri- 13 +1 72 40 52 it 3. +1 I VON,; 1 72 ofor 33 IN WAII 1) 1 1 PAT.. 4 4a 11W., mj­jmm" 5!�L W-fRAIII (11 RAMN 41 5Z 7Z j� Ile �, -V& -911, �s 51 IJF'IWW PrM,Ir� a Au_?OINT�*dun BET +1 5a 7Z 41PIX JJI. MOM 13 h-Ii- ou 2"� 48 SCHEDULE: a rSk, n 0 01 ilk 91 FL I mirE�QrwrAnci- WARIOTGOI& I SPINN 01, TO V-01 I BRAIN UP, 1040-VY 4f eWIMEBIRON ANCHOR, rRessuar TYPO (M) 41 C2 ta V . can C1 tZ C� Z4 0' C2 , C3 &4 = U t3 0 rx, j_3 Z4 VL1 10;2" Cir, iz.5" 1610-9.t" B1111 33 I'L 48 S� 7Z IZV1 15109 161011[100il�,F!11 161w, JAZI, q 16'e, 3LB" &0" LZ1511 N 16 0, 84", 5.5" iz-5 tz.vl ma" LsIr s,.v 12. HS t1s, a, a - i 5, 1,, 16.011 1.31, a i,, 0.21 Irl T57W iz_," I �' t-, B-11 15-4 . IZI561 16.04 9.411 7.S" 14.7- 6Z' 32.5� 16.0* IH; 8,V -A!!! IZS'- 16,0- 93" .5.4, 5.4" Lin. 5" L2.1' 3G.U. �Vl 117.0" 14,7" 60, 5.0" T152�,�T, IZ.V 16,8" 14.7" Z.11' L4,7` SJ? 12. V 12, V IZU" 14,V �9,a" J&TI- I*.T' A.V I", :its IU" _IAL 120' IZV LO.V .1411IWalo. 33 Yy000ALoEw 42, .16 71 R,!W' _iT9- 16,01' 16.0' 10,1" _El' ILT' 16&' L2.1" 7a" 12,5!' lf� o" 101(r, 6.0- 12.F 360' 14.1" TZ.V_' I�OTF: B.-T, LJO LI-20: 16,0" 1?_o" IBOI 11.1� 144V 0161, 7.0'L 2L2.s? u-11 :my, 1S.V locII "U'. 9� 6 " 5�6' �,W- RBI SFsm 112,51' z2 V. 16,D- 9.iir 5�rr: h. ime �_v 1416, 111d, IZA If ---- ---- 9.31, lo.o. Ii.q. 0.v� 1,43" air'o" ILK Ks" 4ZA" Is. V 4101 9.311 doo,''I LIP- ii��i 'S_," 4* 1 1 9; 3B 4B miewainwim iit TZ 121 it,40 moll ilr&� iz,V . "I'll. IN U.1 4al, OR UJ 1 It, 9, �Slpl :9.r- _il _!r ati, III& AS.& lev,,14,4' rip" IZ 51, 0, 113" 11he" to.e. 12.5` fab"Jtv, 16. 0, 10.51, 7111-1§1' 215111 EZ.VI, YY 16.111 7TIF iffd, 115" 19AL 10,6, 1ILL iLs­ Iii'v, lz�­ _&S", 164'12,4 11;111 12.V LAW I'll, Ikv, gx, �Xs" ta,!r 5T."757777-F lex" le.o. liscr SLL 70' I V IB111 Ico lir', 16.Z1115.61 ��6 Ella 71LO' "� MOSO AT Nnul I�Kw" 'n OODBUSOHIC 0 5M 7Z 121TI 16,011 01611 12-Z'_ ISY' liLd, To, 4�,51 tv, Ird, 74-0 v_e 111ye" �1,51 11 Z"I -tiv t2.5- 15x- S.Y. B12,511 ILT' 4,7'+ 4.0" 6.ZS' It.2 v2_51 1�0 16.0" JsV ffa!! 12's" 3 ANCHOR NOTES: S CERTIFtely ANCHOR SCHMOW�,,E APPLIES TOALL PRODUCY HEREIN, PUT ONLY PROVIDES IA)Illlllllall,*A,111.EANIIIQRSF��dN�, Ift MUM ALLOWADUE SPANS AND FIROSSU RES INDWATED 11 N ISE 'N ECUL HALLAPPLY 9 4EN71FRANCHOR SCHEDULE �I%SEDQN PANEL GrURE MATERIAL, a -ANCHOR TYPE. SELECT D15515 N LOAO GREATER FHAN OR EQUAL To NEqATIVE DESIGN EQUALTOSHUTTERSPAMSE-ECT ITION t5I�E MOWMNG DETAILS ON ION WITH ALL MOUNTING EXTRUSIONS 1 L, FA�TE N M SPACINI, 7 ABLE VA W US FOR ONS H, MANUFACMRITR�' Re M-MMPNOATIONS. To A$1 C9Q POICK, R;�UK%T�6M,BR[Ck ANDOTHERWALL ELY TRANSFER LOADS TO HOST STRUIETURE. #I C ONCREITATJCHERSL NOTED HEREINSI-ALLBE EMBEDDED TO UWCRAM��O 004CRETEONLY. 9, WHERE EXISTING STRUCTILIRE 15 WO0DfRAMINGtXIETINGLG3ND`TTDNE` MAY VARY. FEELO VeRIM'TfiAT FOiSTENEPS. ARE INTOADEQJATE WOOD FRAr-UNq MEMBERS, NOT PLYWOOD, FASTENING TO Pl-=D _MrACCJTTABLEONLY FOR SJDFCLOSUFLEPIEM� CHOPS FASTEN TO NARAOW FACE OF STUD fRANIENG, KA$TbNEk-SHAtL BE LOCATED, IN OliNTER.017NOMINAL 2"X V (MIN.) WOOD STUD( EDGEDISTANI:E15A , CCIEVrABLE FOR.WCOD FRAMING)� WOCD5,T0SI-[ALLflE 7��r4HtERNPIN olk��RENTEJZ DENSITY. LAG SCREW SHAL� E.P4IU IPS; Orr �AC IL I - 14M 14MD OVAE ANC3HORS ARE DEWALT PANELMACtti ALL.POIMSQLIQ SIFT & BRASS MUSHInG, L2. 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