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HomeMy WebLinkAbout36385 Flats StI '. a y� ABBREVIATIONS 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 RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. 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 FIR 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 BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 K/Wall 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 WDW 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 OVP 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 PIED or Ped. Pedestal WC or WIC 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 PW or P.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 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A ELEV BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. 3085 Al B1 KLM Virtual Review Assist, Inc. Plans Review completed and eppra for compliance with the 2020 FBC 7th by Debra Anne Whir PX2300 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 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. 1 �W` /V r 1 N o r✓✓jll N 00 R�S�g1S@L Egg$9�,o V ,mow G;t .• ` ; E fJ � fi•.•"cS' •f �e (� o -E78 59- G ®. S� STA-TE OF .._ 1S 0 • i v�0s.);��_�'tia�� ��j��i5Gipli{�S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U! W v E N Q CD O N r N N � M J), — - w N �Mv W a a Y U Q CCCULL J LL 5 IL� J ?� Z O 0 Z m rn O s m'I O Z . O X 3: p LU CO om W�N� ¢ - °' rn W 8 < z ZNco w fM Z O V FZ- ZLL o d ❑OO Z W Z N o o Z m N Q J — z U- o `4- (DV) Lu � O— w S ,— E allw m mI U o N Of W � ® m �m o Z w M M ZQ Z �E Q- o l7 oo<R Fz ❑a F— r6 p <= �� U a r W� jo Z� to (� w S ¢ W Z ww ro a ¢a y 1. mo OZ Z m = J " m < W ¢ 1Z 30 W in ap wLL a aLL I3 �F JZ a M w� ;i; a r v zla o 3 y p ty J L J L Ol CD �— U ) coVo m 00 L O a-+ te O � N u- CD di 0 0 l,fy N 00 LO c Q M M T o E co M c T o Z m Z fri E O N c a E o --°o m v � ¢ o a�i 9 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S ,,. ..,i a. NI ii IT, 1 a, , _ . - I. a., a a. I [ ne-- rn 3 m 00 P1M LO 1.0 cn 0 -Q 0 a 93 J `�` �O I N r m 00 M L0 0 Cr a 0 0 rn co b I N an 0 Cr 0 Q Qa a N N C a E E 0 C 01 J y Lz: 0 .s CL y 0 a 0 U J 0 i.� N N 00 M a 0 a 0 0 H,B. J TYP @ 2 STORY S6 ��AC +42" SLOPING AC PAD PAD - GG r0 HALF WALL J _TYP S3 S6 @ 2 STORY - fin Q ----- sIN 60 00 8112-- o -__�o q C/) O ,- I I I ■ FAMILY RM rn M 4----- -- FLEX -5 8-8 FLAT CLG. 3x3 P.L.1.8E 15----_ CARPET W/ HTT4 @ BASE 8'-8" FLAT CLG. -4 s _ io ---- CARPET STOR. M _r I I = _3 CLG. N 2 SLOPE rGGS3 +42" SLOPING H2 0 HALF WALL - - - - - - - - - ENTRY HDR AT 74" 19'-102 I7 3 ,1 -5 41_ FLAT CLG. AF I0 - ,a34" 00 r ' . M , 11 FOYER B oo iA 4'-2" 2-3" I I 8'-8" FLAT CLG. 3068 I u_ - -- I F� I I 1 I l t. I i CV ...--L- I W.H. I D.W. I I n l S3 M o � L J 1 I 2'-6" SIN W/DISP I _J BUILDER TO PROVIDE r----------- I NOTE: FINISHED WALLS TO BE FLUSH. CAFE J �H E LL:APPLIANCE I VERIFY IN FIELD. I O O _' - -m I PROTECTION WHEN CO fin 00 8'-8" FLAT CLG. a� 26 4' 8'-8" LAT CLG. � REQUIRED PER FBC I 21'-8" I o CARPET IL I PAT I C�' 1 4 3'-0" 2'-2" 14 0 510 0 RANGE i_ I I I 30 -,o`to L r - --- :0- O . �- __. � - O _ -a- 0C wro I o I I HDR AT T-4" 34"X3 J" P.L. 1.8E I ' S3 UPLIFT = 1 I I w I I I - _. �_---- J 2668 �t W/ HTT4 @ BASE +_- - EDGE OF SLAB 2" I O uJ I I T co S6 I I I PLUMBING LINE TO cq SECOND FLOOR L BEYOND WALL - I 0 I I N TYP @ 2 STORY x6WALL i BEDROOM 6 - H2 2 I CAR GARAGE I I I I i -- ;- I l l U) o 8'-8" FLAT CLG. CARPET GG 2868-5 G. �_ _ : - _ L x6WAL00 8'-8" FLAT CLG. AFF I I I I I I ! _...__. 8` 8'FLATCLG. - w PLUMBING LINE TO I I I -- I 1" 0" t 2' - 11'-4" -- 1 ;- -- 6-1 ' w SECOND FLOOR p 21' f I I I r- I ti TB m m PAFVTR --1-- _C 8`8 o L------------ �I _I 0I 00 c' = L �rCLG.--i- u� K _z FIBERGLASS I -' o T LE D VERIFY OCATION S4 TYP. OP cc�N SURROUND° S3 ELECTRICAL PANEL EGRESS 5-SH 16" DEEP 1641 25-SH G)TYPO @ 2 STORY 53 VERIFY METER LOCATION WITH BUILDER im HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2'" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 1812 X 50 S.H. 15 20X63 184X62J S.M. 16 20X72 184X71 J S.H. 11­12 271/4X26 26X25J S.H. 1H3 271/4X38J 26x371 S.H. 11-114 274X50J 26x50 S.H. 11­15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S. H. 33 54 X 38 J 52 4 X 37 3 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 X 62 J S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. MAY 17 2023 VV Virtual Review Assist, Inc. Plans Review completed and appr ved for compliance with the 2020 FBC 7th Edition by Debra Anne I(lahr PX2300 FIRST FLOOR PLAN - ELEV-131 SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side, • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area, R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 (D +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) M GV O cv `��;Ati330dg' PP is o q` .,t( LE�v:� aP co is 04` • �, ' • ti\ .'' °.� 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 0 t $ N °co N N N @ ; 0 M J3 M 0 u w o_ d CN» - o rn CIL Z 0 O NCO ogtiZ, m L Q d m W rn cp z Z co Z LMLW U O N z U O F=- ❑❑❑ Z W 0 0 z Q J N N z C7 0 +, Lij Q � U OL11a Ly N �tn � cn r- U �+ W J - e z9 8 U o C W Q o a. N Ol cD Y M M o LL ce E wo go >N <R C, 0 E V o LL Z oa -co 9U 2g offi �` E GO p¢ z S< Rz N � F < o Qo wz cn a mo c, Z m a�i m a� <w �Z o< go can ? a w M � o aLL ~ r '3 Jz x_F > =O O M v w zlao <L F o 3 > (,� U') rn .--�L0 Q 0 J o d. O """'+ m LO T ' U) O N 00I LL N O .Q LO 00 LO a � fM T a) E 2:1 CM c T o Z � z � N E O c f9 E o �o m a�i d U J Q Cl J 30B NO : 23-02469 SCALE : AS NOTED SHEET NO. 1.1 3 x J m L0 0 "I LID LID cn 0 O 9 rn 1.0 I N m go 0 LID u7 0 cn� 0 Qp O 0 J I N 0 0 a N 0 d E E S J W W ri 0 a i d 0 v J N ri N N ci 5 0 0 a N M 0 0 W n HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20 X 38 8 18 4 X 37 S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 114 X 38 8 26 x 371 S.H, 11-14 27JX50i 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 p X 25 1/2 S.H. 23 37 J X 38 i 364 X 37 3/4 S.H. 24 37 4 X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54X26 52JX25i S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62" S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. MAY 17 2023 \/7 /\ I Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GPnPral Nntes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 O +28.3 / -37.0 O +26.6 / -29.1 +26.6 / -33.5 OG SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND liiiii� Ill 11111111plill pill TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY' ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND PLAN - EXT FRAME 2 x R-13 KRAFT FACED FLOOR ELEV-B1 I CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4 "-1 '-Dn (GARAGE / LIVING) C.) 0 N 00 0 F0 ., ,c ? ,• ti= 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. 0 W Q .Y E N O O 8 n f i N p� ' V VAC-,t7) # > N LL H (nit,C14 C) _ LL W a a a C7 � M q- W o LL IL N C� z o Z O D t m v O 0 q O Winn6jO' < z IL LL N 04 z U D m co a GU ❑r i❑ Z W z N M 0 0 z CID z o Q Lill vi Z a � o w U O V) U c W J �_ _ E ml U o y < N rn o w m M =< z Q E }� _® E o o0 0 U =O U a E CC,o �� °a z ¢p �W - ClJ C ¢a a za m O Off m°� S J ��¢z ¢� �z C)o o g zLL C,o m az oz� J w ao v zla o 3 .2 O J > O LO a; ca Q 0 CL O Q �, 2 N MT W 0 m LO T }j Cn Q 0 rn C) O7 o O 00 ,,n 00 LO O Q � M r E co0 cc r b z Z E a)c c 11 U J Q 0 J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 1.2 T TUB/SHOWER FINISH PER FLOOR PLAN O r BATH 3 DW 1 KITCHEN ISLAND MIRROR NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS cd oo o VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES // f 24" TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR - ON BATHROOM WALL MEDICINE 5 - CABINET 00 TOILET PAPER �- HOLDER `r pZ pZLl- O CV MM(J SHWR. SHWR. CURTAIN HEAD ROD Z Q TOWEL BAR IN a TUB OR SHWR. w 0- SHWR. o VALVES � SOAP BATHROOMS, SHOWERS AND TUBS TUB 0? W O KITCHEN 80 MIRROR III 1 —( I { I � O I_._i-. r--t--'-1 —I- -- r _4 I T 0 L—J ih SIN rTN CONT. HANDRAIL BATH 2 RETURN TO_ WALL DETAIL. SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER. CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT IX BRACKET 36H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE o C° O CABINETS - 00 00 co _ o 00 h iO a V-2" 2x C° r 11? 0? FRAMING------__ M r E— Zo 1 /2" GYP N ``) N i C? BOARD FIN. FLR. '— FIN. FLR. 2x P.T. OLE PLATE CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS SINGLE ROD BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=1'-101,r KITCHEN TUB/SHOWER FINISH PER FLOOR PLAN CO NT. HANDRAIL IN 2x8 LEDGER #2 SYP (P.T.) w/ (2) 1/4"x3 1!2" TITENS TO MASONRY @ 16" O.C.. O ib O n o Cl) MIRROR \ \ 16� J 13T— 3/4" PLYWOOD @LANDING J11�� 2x8 #2 SYP JOISTS @LANDING / @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEEI PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 8 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 7 CLIP TO FLOOR SYSTEM ix RISERS & 6 TREAD (TYP.) 5 4 \ 3\ \� 2 \ U) 00 00 W Z 0 U ECO E3 LIJ l Ln 0 Eca 5 10 Z LID CT LU THRUST BLOCK SECURED TO SLAB w/ 1/4"X3112" TAPCONS @ 16" O.C. OWNER'S BATH MAY 17 Z023 Virtual Review Assist, Inc. Plans Review completed and approve for crimpliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SCALE: 1 /2"= V-0" 1 STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" � 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311,7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3!8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the ver60 tical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3!8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11l4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have � openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and — any soffits protected on the enclosed side with 1/2-inch gypsum board. I. STAIR SECTION M O CV P �. -5) STATE OF �. r � ®�®ro,rior��'toaaaa 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. v m LO 0 r� LO 0 c V) .n Co 0 �o rn O I N m 00 0 M LL0 0 _ 0 0 0 J 0 I L LO L c U) 0 rn 0 Q N N b 0- E v E S O c J r fn CU CL .a a 0 U J a2 t�. N O 0 0 0 a 0 N co M 0 L.J Q m Cn T.( :L N a0 FL. 2nt MiltT. C 00 1 BO FIB 00 M� 1" x 4" SMOOTH TEXTURED TRIM / BAND — T.O.P. F1 12 .5 12 12 SHINGLE OR TILE ROOF PER �5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS FRONT ELEVATION — B1 RIGHT ELEVATION — B1 ILE ROOF PER PECS - INSTALLED .TURERS VS General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS 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 MAY f 7 2023 \/R/\ virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M 0 N 00 0 ch jC'•�\`moo G:� ,����� A��q°i�^'\�,�\� O \J+J Zf To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 4 E o CO- S N (0 N O m # is ��,o,N "� M rA_ra a u N Q aiMv :_JL u ° a x a z 0 Z @arnpo r. W o��� O ¢ m W rn 1 w IL 00 M Z X O F 0 Lo UIL U Z O ❑❑❑ W V M � z N o Z m N z o � rI eU) 0- 13 cn/') N Z a 1 Q) (1)(0 o w U OLu N C5 c= N w U LU - z s o w c"J M 2 z S, ZZ LL_ ,6 o zo >m <� Wz Z® ra Mg 00 co 0 0 oQ �z W @ L az Ww B (A)C c Q o ¢ or W m o, ZZ Z m � `"m aw gz T W LL d W w W m Q O = F �p 7Z 3 =r I� M WF a0 N C:) > C� J LOm LO �-.. Q p— � � r O s C) T— U) CV W m _� L 1/ 1 1.1 i T_ � U) Q -J to C'M 0 N CD LL N � 00 U") 00 Lf © Q M CV) r ai w M o ca E T N Z Z E i0 �' N m f6 E 0 U -' is a c ate) n q p _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.1 an -v m 000 0 r7 LO v 01 a 0 J N 0 I N m LO 00 0 r� L0 0 cn a O J ca'n N 0 I M i L0 0 Cr 0 i Y� N N a E H E 0 c aci i a r E U v v i V a� 0 o_ a_ 0 v 0 N r N N 00 ti c 0 0 a N N M 0 0 W Q 12 5[:7�7 35 SH 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 2nd FIN. FLR. 6'-0" FLASHING 14'-10" - - - - - - - --------------------- -- T_- ------------------------ --- ----------------------- CJ / WEEP HDR HGT. 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS EXTERIOR PLASTER ON FRAME CJ 35 SH ME -\\,,4 _[ FIN. FLR. 5068 SGD REAR ELEVATION — B1. 12 5 11'-0" RIDGE VENT 6-0" RIDGE VENT ti 11. . . . ... . . . . . . . . . . _ _ _ _ T.O.P. -----_HDR HGT. 11-011 25 SH I CJ CJ N t` -------- --------------------------------------------- _2nd FIN. FLR. ------_12-----------------------------------------------------------------------------------------------T.O.M. LEFT ELEVATION — B1 SCALE: 1 /4"=1' IN 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"-V 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. rluid-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 My 17 2023 \/RA Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Ed ion by Debra Anne Klahr PX2300 M 0 N 00 0 ,a�lII61f".3�qg� M L E S i, �, • No PE7 750, S T ATE OF ,' .; 0102 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. UH W E S N V�1 N N 6 (y =-- a 0o u) t� U)N0� LL tri a a 0 d Y 13 Z 0 O Z L N o O O ol li: W L . Lu on� d on T�WGW W Z IL rn m Z U 0 r Z N OU ❑❑❑ W Lug z N M o g z z o Q J U-1 z -0 0.1 w � 0 U, �Ln w) o c w co V ;u w � r— J �'.., s � =O y c `n iu Q o O N Ilr J rr w M Z o z Q .J LA Eo z0 a > m o_ E V wz z od ng l¢oz uo co W fa a' I-- ro <. g wZ w ai C ¢z p U mo ¢ Z 6- m-j N O i�. Q w ::z z W VJ m O< W LL QJU a �w o' �3 p Jz w� �F ao d oIl < 03 L , rn E Q (D � H r CID 0 O N. O CN m L , Ted Q O U) to M SO _� -0 N_ '� L 00 Q C M , m T M o Z Z E 0 E c`o d 0 _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 -3v rJ m e7 e0 O M ILO L0 Iu cnn O O J co N 0 I N x J CO rn 00 0 L0 L 0 J to N I N La Cr c 4 17, Q N N S. E E 0 x v E 0 U �o i d s U J N L� N N M as 0 0 a N 00 00 v 0 W Q VARIES 1'-10" 12' CAP CAP T 2" *NOTE: N 1" RADIUS Cl) 21 FOAM TO BE USED ONLY WHEN 2" REQUIRED BY ^ TIN 3 1/2" RADIUS 1/2" RADIUS M CO COMMUNITY r 4 1'-54" _ I� 1" N 3/4" RADIUS d 00 SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2" 2 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES MIV TIN N EDGE OF r` ih 1" OPENING VARIES 2 VARIES 1 _4 iv o 2 2 1, 1'-4" 1" M 12 VARIES iv 1,V_0.1 1„ rIN 1 1/2" RADIUS 41" 2, 4" 2 4" r 2 1/2" RADIUS 34" 4 4 f-1 iO T- I I ._ FT111 I :��H h. I �I I �l -T I II �I I I I I �ifi �� � II I ��� I I II � I --- , VARIES 12 32 11" 32 N TIN 3„ _ 2, 2" 1„ 1 1 ° BASE BASE My 3,, a, 1, 1 1, a 4 8 a„ 4 rN 12' *NOTE: VARIES 8" 2" FOAM TO BE USED ONLY WHEN - 3 REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2 �N 1" 114" f� T DETAIL TO BE 2" 2" BUILT W/ STUCCO. Z11 a 1 • EDGE OF OPENING F, rM 1-1/2" THICK 1-1/2" THICK CV 10 10" 6" _ 21„ _ Ijrl N 4 � _ " CID b� - - IN Cl) 4 6" cn Cl) b _ 2 4" 3" 2" 2" � fV 24„ 1-1/2" THICK 32" r� -I� 2'-4" 1'-10" tr 52. 1 5 521 I I I I 51,E 1'_4" 3" _ 4 CV 00 IN - rISV riri 2rI• _I C� 4 1" 12" VARIES VARIES �I 2 � I21 � M VARIES VARIES I � 1 T T 4" 32 Q� - - 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 OPTIONAL OPTIONAL I �t. 0011 CV CV 44 K 3 3" �j - 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" NOTE: 2 M 2 • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'_1' M Y 1 7 2023 1'-4„ SMOOTH FINISH 14 T-64" 14 12" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12' a T_8" 7„ N 4" T-0" 4" 1 " 101, 1 4„ 101, C�1 0 Virtual RTviwNksis'l N 00 Plans Review cow ileted and appro e N t r compliance with a 2020 fBC 7th dition 1 by Debra An, a Klahr PX2300 co 1" O N R63 (V co o d �r" R 1 ro'- 11„ 1 � 2 N� - 0 1" GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH M N O N 00 O oe0�111ltpdpAA O <a f 37 S-TA`iE as � ...:. • • ''r =;'a ,�.� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W M �aNiO w ° a J LJL LL0_ Y z Z z »S Z} O :0, m j•(6N(p og�m L Q d m W ILW ILW OD 0 N M z x O w U u F O U ❑❑❑ z N M O O O W NN¢ Z O J — o- N M tn)' 2!a `o W U - fa fn w T [ O w o ,N Ly N U � m pE U o N Q W 0 N m4 or ti w M M J z o Z z a � [O E O O ❑� w ¢ N oa Co f--• (O 0. o E 20 x U O¢ 00 U O� �Z z ¢o �w -y U OK m E N S m Q W �z cn o5 go a o w NW M <o �- J �O J z w� ar MV' OI¢ OU 3 °O = �( J LOm m �—.LO 07 O _ Y 4- W m ,N Y ^ , Q cA c'M I O O In 00 LL N LO 00 00 LO 0 Q CY) M T w M o CID � E Q m c d E U Q p c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO, F 1 3 m 00 0 In X) o- t/7 0 J c�D N O I N m Ln ao M LO 1.0 cn O .a a 0 0 to N O I N 1 L0 L O Cr O 3 Q N 0 0 n N E L C N 0 v 0 c.� y v a 0 LZ N N M S 0 a N O 0 w �m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 111- #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 00 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MAIN O 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL .11 outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501,17.1.1 through R4501.17.1.14, 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEfT- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G,F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 1.Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �'4. FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN Q� EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) I [] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) k<USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER NI ep s()Ni`2" �T I R PLUMBING RISER\j 'IN SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MAY " 7 2023 Virtual Review Assist, lnc. Plans Review completed and appr for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 FIRST FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: %4"=1'-0" co CV CD 0 0 ���:yEtit?DJd! """ �✓,. ° P tti o r t7 0 ,a r,.. ' CF l A :fly. f�' �,► V ' ie• 7 , � c6 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. A W a �E o mg N 6O N_ i p O 5 Lb do 4,k 'A Lo J u) Q aS v c J ca LL `L J — rn w n z Z 3�, O Z t co <t O � O O O 1 0 w c N (_p u O m J Q coo [¢� w O H aN Q od V Z ao❑ W Ll M � z N o z J d � E3 N M 0 0 u- (a- J rn 0 w o o3 CJ � r— J E q 1 _ � N F11 o Jz< w M M u- z� O z Z Q W o� ao iz E Uco w= z ❑�: F— f0 m o co o E �< 000 < N t ¢o o Ww �� •� on C z� � ao w mo Z m J �� ¢w z n � g�� o W c� T -i > ooLL az vJ W m j 8 - w =o o M w� ;o d F zIQ LO u , ��--� Q C� F— r jCT d. Y U) - N T + U) V1 i Q O rn M I Co 04 O "� C� < N C:) 00 M Q 0 M m � CM o Z E Q B cu f° a E o U -'o Iraaci Q p J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 4.1 3 v m LO oD M LO 4 Cr O J O C] I N m LO eo C) M LO LO v 0 CLO N O I i to LO Cr V) rn 'L a N N O a E N 0 r L v i 0 U a3 0 v U .o 0 t7 N N 00 M 0 a 0 C1 rM CV O 45 00 m cR ELECTRICAL SPECIFICATION INDOOR PANEL CENTER NOTES: 01 #tA to lights 8 outlets NEMA t 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR 150 AMP/ 200 AMP 10 #10 to WH MUST VERIFY WITH THE 10 #a to Range SPECIFICATIONS FOR THE TYPE 0 #6toHVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES.n 50=2/0 200=4/0 in 2" Conduit 200 amp YI 150 amp UNDERGROUND isconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03,09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup, 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PEFW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 94. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN , EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [Eg PUSH BUTTON SWITCH (OPTIONAL) } [� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F, O THERMOSTAT ELECTRIC METER ELECTRIC PANEL i DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT MAY 17 2023 \/RA, - Virtual Review Assist, Inc. Plans Review completed and approve fit' compliance with the 2020 FBC 7th EAtion by Debra Anne Klahr PX2300 SECOND FLOOR ELECTRICAL PLAN - ELEV-Bl SCALE: %4"=1'-0" M N O N 00 0 ,�Al:sttrrae Ch o G> �• isO Pr_. 7,- _ 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 beading Engineer's signature and seal. @1 W g oo CM o 'i 0 y � co .5�co�"LL _N J ni a fin N O Lu a W 0 a aj M <t u k W n-00 C� Z a 13t9 zz 0 o 111: L to V �Fe p Y p WW0 3mr_ IJ-9 IL co M Z O V CV O 3CIL f=- ❑❑❑ Z W N cn o g z�� v z � Q $ J N N M z v o a--+ � �n w w 0 W w m r_ J E N O ul S as x' o m Q o N � o z W coma CJ J o Z Q i L cD E Eo �o oaN oLL zo z© �_ ro CL 0 E � �o �� Go oQ CD dto 0 a, L ,uo < oo w �o o m J �Zz `dim ¢w �o s o 5° m Qo o ;z QQ >o M O a= Q o 3: > C r / LO ai rn co Q ca (0 � :3o O Y ,-- U o N m 00 LO r W Q O M I O O Lo LL LO 00 LO 00 M Lip Q � M r 0 E E cM o m = r ii z Z E O m a E °� _j Q o E JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.2 3 J DO un co C) rh LO LO v v- cn 0 0 J CMEs N 0 I N Ln cc) M LO v c Q 0 J COD N O I N LC) Lf7 ID v r N H Q rh O C E 1— E J y d ti O U v 0 -o rz a 0 C U J N r7 N O Jj 0 0 a r+� GV O CV M 0 0 W m 'v on ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0 0 Floor 30 29 4 14 1 7 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1820 1747 250 874 62 437 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 80. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of peck -Air Needed) MA'S 112023 \/_ A Virtual Review Assist, Inc. Plans Review completed and app to compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN - ELEV-Bl SCALE: r4"=1'-0" M CV O N CID M O f40 PE7 50�' z X S-r,A..f E. nF o r: per.. 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. 0 W E c a N_C g ND O D LO N LL (li V cL U (Nn cc LL J 3 O — -6 O; O ❑ z L @ c Y ❑ y o 0 W o(q`O ¢ m W °'Z JKW z M z G H UM N U o 0 ❑❑❑ z W Z N ch CJ z N Z � � Q J E3 N c� U)V) z C4 S +� v, t'I3 W Um O� W in (� t— CJ L U _® = L N C) o c Q • No �� t• O J K W M J h O Z Q W zo zo U ❑,x o o o �r p dq o< � L z coo Z �w m L� C� 4 o W m o� � UZ y zoQ � � J m ¢°' Q W �z 3 JO �� W`�3 m a it X1 o Jz w- _ >° Mj VM o a o§ < U rn co O CL o � _ W m L T (n M 2 C:)/OT� Lill N Vl 00 LO 00 LO Q M M r ca :` M T o Z Z E O N cu cu FL E U Q p 306 NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 3 v J m 00 0 M LO L0 v Cn O LO N 0 I N 2 m 00 O M L0 L v cnCr 0 co N 0 ro L0 LO v cnCL 0 a N N E H rn 0 J d c 0 U d LZ N 0 LO 0 0 a. C c V H.B.t J TYP @ 2 STOR S6 co AC PAD AG PAD T T co HVAC CHASE \ BASED ON b I I J TYP @ 2 LOCATION � GG GG S3 S6 STORY o S3 \ 2'-6" x 2'-6" x 1'-0' I I I Ln W/ (3) #5's E.W. I I I I CD N I� 95.87 I I N \ F- I7 1 I 2'-6" x 2'-6" x 1'-0" \ �T� GG I I r I W/ (3) #5's E.W. JAtio — — — — — S3 S6 \ + EJ \ I 4'-8" 20'-44' \ �� -72' I 3'-72' I ( 14'-44' N TYP @ 2 STORY INDICATES FILLED CELL W/ 3000 PSI I — ` I . I I ■ ° _ CONC. GROUT FROM FT. TO BEAM W/ #5 REBAR VERT ABOVE SLAB I :::: :::::::: ; ■ (1) — — r- TOP OF CONC./ PAVER TO BE 4" TYP @ ALL PLACES SHOWN L HOOKED FTG. DOWELS 5" EMBED �I O �� �I ° BELOW FIN. FLR. I iS/8 P S3 0 oo W/ 25" EXT. ABOVE SLAB "GRADE 40 I KITCHEN 00 r _10 95.5N PROVIDE %Z' x 9 Y2' STEEL" 1 19�-5a ISLAND LOW s 71-Oa ~ �� 15'-6" RECESS FOR FRT. DOOR 5'-4" " M. I WALLS G 95.87' •. �\ = r \� I J ------ - ■ L1co o STEPS AS I r----- ---- --� -- :� --z------ �.� :. . a ............... I.. : ■ -' ■ ■ REQUIRED PER FIELD CONDITIONS I _ PROVIDE 1 YZ' RECESS C - _- - - -- - L - - _ - - - - I —�r III - I- I I r - — — I I CO N — — — — — - L — — — -- — I M - - ■ FOR SGD. REFER TO MASON'S SLOPE FOR I I IIr I D.W. IIII r� II III I LI ALL JL=JJ L --- •------ CHASE TO ISLAND �tW.H./ I STUB UP TO K b AV —I _ I-� 95.54' WIDTH --J I 2ND FLOOR S3 (2) #5 REBAR SINK W/DIP I 13'-11" 2'-6" 3'-04" 4'-84' L 2-42 1, 12'-61,M2 FOR A/C VERTICALS w/ in I o N L I FILLED CELL 3-1/2" MIN 3000 PSI CONC. SLAB F I R — S3 M HERNANDO COUNTY ONLY W I I I S3 3-1/2 MIN 2500 PSI CONC SLAB OVER 2'-6" x 2'-6" x 1'-0" L SLOPE 6 MIL VISQUEEN VAPOR BARRIER I W/ (3) #5's E.W. TOO` 20'-4y' RANGE 6'-14 21'-6" 4'-0" 26-6" � f o Ci 7 -2 I I N SLOPES : TYP @ 2 STORY PLUMBING ' ' ' r I I PLUMBING U.N.O. (SEE JJ/S3 FOR STEM OPT.) STACK I I STACK I GGri CC W/O S I S3 II C �'-25 S3 UPLIFT 95 87 I (2) #5 REBAR I VERTICALS w/ in -j co I I I I FILLED CEL10 -_-- -� N I I � I I I ...tom • V'ErR II F L�O�CLApThO� ANT L -LL MTV TYP @ 2 STORYJ VERIFY METER + (SEE JJ/S6 FOR S6 LOCATION WITH STEM OPT.) BUILDER 15'-0" 6'-4" 6'-O" 3'-8" 3'-10" 3'-108" 2' 8" 3' 4" 6' 0" 6' 0" 638 r FOUNDATION PLAN - ELEV-B1 SCALE: %4"=V-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 R.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 w = X— w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. ternate: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" MAY 17 2023 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M C'V O CV 'Jr: 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 b E O N N 4 N m o c C oo w LL JL (n N O d a co v Q 0Z 0 o LL ii 3 a u) z 0 Z vo L ' O 00 o W y a cu o K T. LLN 6¢ w co Lr) Z U co) z cM F o< Z ❑❑❑ W M � z 0 S 2! z o V) M U � ' l 0 w � O—� w oUft U 6 w � _ F- J E Q V i U o N o u' ¢ N OJ Y® o w M M m < y zZZ G `c J LL E zo �� >� Zz n_ p s� ® Fco r0 CL d E 2U =0 o 0 o U o< co <� <o wz m o° � H ZF Z m W �z om a o N Z m Io w jo< v zlF a 3 .2 O J > Lid L m a NZ F— r- O CT O U M_ C0 m L J IT— U) Q , O to M — o 0 N L0 00 -0 LO LO L0 00 0 � r (0 in M o z O (n cc c a 0 U Q p@ JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6 H.B.t 48'-0" J TYP @ 2 STOR S6 i+� C PAD C PAD .............. •.... ! • -. � • ■ • • ■.. • ■ i \ \ �fi\ HVAC CHASE I I I ( I 0'-0" I BASED ON �?� I I J TYP @ 2 d LOCATION I S6 STORY o S3 I I S3 W/ (3) #5's E.W. I I `° I `' ,- ■ • \ ` \ \ I \ _\ I I ( co 2'-6" x 2'-6" x V-0" s.'-°D GG I ( T I .. i W/ (3) #5's E.W. - zo - - - - N N ;n 20' 44 -72' I T-72 I I 14'-4a" 4'-8" n O N TYP @ 2 STORY OF I I INDICATES FILLED CELL w/ 3000 PSI — IL ■ CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB — — 7- J : ■ TOP OF CONC./ PAVER TO BE 4' TYP @ ALL PLACES SHOWN L HOOKED FTG, DOWELS 5" EMBED \ I� BELOW FIN. FLR. I S3 - 00 W/ 25" EXT. ABOVE SLAB "GRADE 40 ' I 00 KITCHEN r \ \ �. _ SLO 4" I 9 1 n 1"LO PROVIDE /2 x 9 /2 STEEL 1 g'-54° I ISLAND LOW T-04" 15'-6 " RECESS FOR FRT. DOOR ' 5'-4" ■: I WALLS \\ o STEPS AS _ _ .> :. ------- - ............... I.. ■ ■ ■ '- ch REQUIRED PER FIELD CONDITIONS I � ■: PROVIDE 1 Y2" RECESS -J�— z I `r' -_- ----- ��T f I `9 �+ ■ • FOR SGD. REFER TO 1IIr- 7r �II D.W. CHASE TO \�W H // I _ _ I MASON'S SLOPE FOR IN��� JJI III I ISLAND I - I o WIDTH - J 2NDSTUB FLOOR S3 (2) #5 REBAR VERTICALS in LL SINK /DIP I -4 I 13'-11" 2'-6" 3'-O4" 4'-84' 2'-42� 2'-6" M24 w/ FOR A/C o N G FILLED CELL I3-1/2" MIN 3000 PSI CONC. SLAB F R 11 — � � M HERNANDO COUNTY ONLY W� I 1/:1=0" S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I 2' 6" x 2'-6" x 1'-0" L_ SLOPE ( W/ (3) #5's E.W.—s O 20 -44 R_AN_G_E 6 -14 4'-0" 126-6" L tl I 21'-6" .......... 16-7.............. ..... o - I - - - °° T-211 N - CJ ( -3 1 /2" & ~CO CJ " I I I I N SLOPE :: I I TYP @ 2 STORY . • • • • • ' ' ' ' ' _ I ( PLUMBING U.N.O. (SEE JJ/S3 FOR STEM OPT.) o tIs STACKPLUMBING :. I I � STACK10 I Z CC W/O S3 S3 <V 2'_52' ( S3 UPLIFT ■:ram 'I piv(2) 01-01, I I I #5 REBAR VERTICALS w/ in I t_ J 00 I I I I FILLED CELL • • ,ry1W M� I �. VERIF LOCATION I W --- - — — ---- — — — -- rpV�LLnrA1G MIoO TYP @ 2 STORYJ VERIFY METER (SEE JJ/S6 FOR S6 LOCATION WITH STEM OPT.) BUILDER -10" 3-1 8" Z-8" T-4" 6-0" +H.B. C FOUNDATION PLAN - ELEV-B1 SCALE: %4"=V-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 Ir " w z w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FIND. 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" MAY 17 W3 VR/\ Virtual Review Assist, Inc. Plans Review completed and approYd to campliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 m C1.4 =) O CV co o_ co 0 '�';,a2S33S,?rSEigS ,� �` -• .. �; Res , � t , 1'.' I � �3� Pam' •„ yj . 0'�'• ra+' V4 i,1l, �\!"' C�) j 750, No ?e\ 's \ r,1.: Jof��rpYFS�S3ig3t,4.1'�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W ao v E S N N N(pp C pp� CV O C� L- �W *k L� , C- w a aw Q ai v Lu C J 0_ Y J LL LL 555 to Z Z 1 03 _-g 0 0 itwtL L (6 V 0 :e M 0 03 W W 0 :>1 z rn� Z LL 0 of 0 w N Cl)Z U rV F=— Z V ❑❑❑ W Z N (7 O � z � o Q J a N � z a (U 0 s (10 w ° U 0 N W N d v w m J E C) 8 w Q m �� o o w C"1 M Q OTS zZ 4 LJL CrT E Q o E U zo o oLL E >N Z< o z"e oa F (O o E �0 o¢ �o oz 0< a� Qo co 0 Z. � O U m2 r 0 J s �z � F go W cn y m ija <� a r— M w F a 0 -- 0IQ 03 N O = >('0 J Li 1 '^ Y! °) rn i1 cc U ^Q 1..1� t•--cr r o d. O ,-- U) 0 a CV LO r Q + 0 U) cn M O o CD 00 LL N 0') LO 00_ coQ M M �— a; E C: T coZ Z E O cc r- f° FLU E 0 J -0 m Q 0 C a�i J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 6 cm 3 m Ln ao tin V 0 0 O J to N O M m LO 00 0 ,'r) L0 L v C� O 0 0 J 64 I M / L0 v C rn 0 v+ N N Ca E a E O x v J y N LZ 0 0 U �V .v 0 a n: 0 •U s r7 N N a 0 Co ENGINEERED CLADDING WIND PRESSURES AND OSUUCTIIONIS FOR MEAN ROOFOHEIGHT 5T 5 ftND RSH BIND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 235.94 -49.57 49.57 -49.57 f-f t" 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y/s' EXP. 1 (24/6) or 1%2" EXP. 1 (33/16) TILE: 1V32" EXP. 1 (33'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS + —{ { - 13� r�3r� �i 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1 32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 11 31 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 1 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20.18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8- 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED wl SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 121, EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C I IEPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 13100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) 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 9-0" ON A HORIZONTAL PROJECTION. i 2 PLY �ARRIER—f xCONT EDDGER (A) OR 2 PLY :ARRIER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYR AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS MAY 112023 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FLOOR/ROOF FRAMING PLAN — ELEV—B1 SCALE: %4"=V-0" M 0 CV a0 o_ M 0 LE1V,,(r ft, � , d a No I, a r) r Q, r� t``,r+gtgh° To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, N W H a d E o O N N N n 0��L � =5 l{') M- N J LL LJL M a � C14 0 oLL w o- a a N C7 C9 LL o Z = nor 0 00�if0 N (O m Q W W ogres rn C' d 0 m J F w Z U0 N M Z 0 OU U co F= ❑❑❑ Z W o Z o Q v J r` N M z C9 0 LL � (Q rJ cn w ® m 0 w UlLn v U gi w ,— — E ! = w d U m o ) N � ® o J z w co M J O z Z Q � I.i zo >N ¢ry E wo o" t� f0 �o <�o¢ 0o cab o a z w O o W W cn <z ¢ mo Oz Z m v �a >Z <W �z 25 z go W in �� LL ¢O a z m op Z gzF 0 M J � F 0 � O a0 F lw �C > J LO L0 CiY fc �\ cc ^<^ L� J � O Cr O �- r- 2 a N M m L L O Vj Q O N o LL N 00 LO 00 LO 00 M Q M M E M o � � T iri Z Z E ITS U 0 a Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7.1 3 x m 00 0 r) rn rn L v cn 0 .a 0 9 C" N 0 N m L0 R L0 L co 0 0 0 J cT� d I PO L0 L0 0 v N 0 c 3 N 0 v a E E S v c aci I.� 0 U O C O �I f/!7 U .o a n- 0 v U J L7 N N 0 a 0 a N O N 00 rM 0 0 W Cn m v y,. CJ1 CJ3 CJ5 CJ F CJ3 CJ1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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) (-) 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 (4/6) or1V32' EXP. 1 03/16) TILE: 1V32" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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. /—\ (2) v � U U X � A Cil CJ3 CJ5 .::: tb Q :::: r- Q .... to ; Q .... Q .... Q :.: Q ¢ .. ::. ¢ �z ;; Q ::: J a 0 I \V! ::: ' ' In ¢ I I Al W w :I a > W c� > I W ... 0Co W ..` fil d ::: ¢ ::: ;; Q is- W m a V �y1 U U U V (2) X TYP. O (2) X V yV/ SIM WOOD WA S5 WALLL a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 1Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5l8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ I I V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F `N () 16D SIN E & LUGT2 13100-M 4520-F 13100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 1 535 1 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa 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 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS MAY 1 7 2023 Virtual Review Assist, Inc. Plans Review completed and apprxition fnr compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 ROOF FRAMING PLAN — ELEV—B1 SCALE: Y4'=1'-0" ch CV 0 CV 00 o_ CY'> 0 VO •1''\� '' ,�i � m jo r x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (A W a v E US N 0 8 . N2131p it 0 7 �C N M M cA t- Z a w w "' a a a of w c " a Y CD I.L ,n y 13 ,@ w (n 8 Z mv_ 0 se 0 3 W q � o CO J m o��� d rn rn W Z L I ILY CO K w u') N Z U G a❑Il❑ N H OU Z W U Z N M O O O z � Q � J — f• c/1 M z v 0 0 w � U O w �V) U w m E m S I I z� ' U 0 N < N 6 MID o � w <D M <� n Sz 2 a U- E o >� aN E ❑a F� fa Mowz 0o o E co o¢ a °¢ Qz <om Wz C!J a o0 c m J O m UZ Q W ¢ �z Z o son VMENJ m H �� ¢o g dZ �w FL dM r3 = F 0 � o w� Uj >° r M v z< a o3: > L► / N m �-�LO Q c� f— T— m 0° L O r � Q O cn M (0 O Li) lL CN M 00 LO 00 LO 00 Q M w 00 o m T N Z Z E Q m m E U a Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7.2 O 3 J m ib LO L0 v v- cn O O J COO N 0 I N 00 00 M LO v r v co 0 a 0 0 J cc N LO I N LO O V) N a E 0 L O C u a� r7 U -�5 C N U 0 a 0 U J N LZ N Cl- 0 a 0 N O co cu W m 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 / .0 Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81732 1 B/1T 6 FORM & GROUT SOLID awf N Q � �U O #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6 F 16- B/ 1 T U co 113 tNOMINAL. QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 .(1) REBAR AT ALTERNATE POWERS MIN. (1) REQ'D -1/2" CLEAR STEEL LINTEL M.U. #5 REBAR AT TOP A MIN. (1) REQ'D `- 1-112" CLEAR AV GROUT #5 REBAR AT BOTTOM OF LINTEL CAVIT REINFORCING PROVIDED IN LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ %2' EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END J J a�zF - W U ,- 0W 11 20 y Q<C7mJ Z - W u7 f•� 0- I rnrnUXXa" A 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL OB T-8" LL (:�MIN. 17'-44" LL MAY 1 ` 7 2023 W1 Virtual Review Assist, I Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 LINTEL PLAN - ELEV-131 SCALE: %4'=1'-0" M CV O CV 00 0 M Q rIG Pc a e To the best of the Engineer's+ knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 114 W a o o E 8. N O N N CA �k rn r ik 0 7 U) LL �- N ° a ai6NO � LL 55 w 0_ Y Z Z Z 3:O o Z L N V O WY U o `°Nco co O m -' < W j Z Z IL 00 ci M Z w O N O U U F= ❑El❑ Z W N M O z N z � � � Q J � N N n, N c+� Z c VJ UI 2 a--1 cn w U � c w m E - � U L _ � N Q N �® o w M M J � � c, E o o Z <R E O oz Da m CL �� Uo O E O° �< Z ZF- w0 �w M cn C ¢ Z< m 0 o, Z 5 < ZZ 3 Z J° ° W C/J � 01 LL dz F- �O oZ =3 J J Y 0 a F M ow a o- o3 �O > 0 J 1 y , N rn m �--. 0 /Q LL O CT O Y 4-CN rM U m N W vJ +1 to M 0) 1 L00 cLL. o O 00 N M LO 00 Lf) Q � M r T CM o Z :3Z E Q ri �' IL E o U J m Q p avi -t JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 8 3 m rca 00 C=) r) L0 LO v t� O J CD N 0 I N m L0 WO v C V) a N 0 I i L0 lG3 0 Cr Cn v+ Y� 49 1-1 N 0 E E `0 i t U U i a� a c O J a� LZ N 0 M v 0 0 a N N M 0 A w Of: in w v cn 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 MIRROR IN HAZARDOUS LOCATIONS SUCH AS THOSE S 0 INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6ITMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 Y" Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1,1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. ALL CELLS & CAVITIES BELOW BE CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. GRADE WILL FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132E EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N,O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE , SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4, 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ ,� 1 �� 1 �� FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1)/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS IEB�SA NEDAMACHNOTBOLTS: (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 25-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDON. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4, 5. 7, CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1 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 R318.13 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over o and mortar along the foundation perimeter must be removed be�ore exteriorPsoi treatment. 10. FBC-R R318.1.6 -Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. MAY 1 7 2023 Virtual Review Assist, I Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M CV 0 N co o_ M o �$j9F4iIBrS�g� ♦ p CJ 1`i ti 1 pr { 87 p i a6 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. f/1 W Q E co 8 C', N v ii O N a) 0 C - 0 ��� N E LL •iM di Cn W a LL, Q aj C') V $ C J J LL u u 0 Y z � Z z 13 -arn o 0 LMCC._ yz,o oho 0 o W og�CD dLu m z ILWU)04zJkW N 04 � Z � 2 F OU ❑�❑ Z MEM W V M N ch o o z z o� J - U), V) z ­0 Sal (Ij (D (� w U A- 0 L.0 N oV N c/) � t- U)U ((� 6 U 05 °� c U) O ¢ 0 m N m ti o = w M M _I w Q O YS z Q � Q LL- o 0o aN Z® H ra CIL �0 00 ='0< O 0 � ru '0�z wg Ww U:) f ¢a U m0 0 , J ¢°° 2W z o< go t`4n a �E a OW m �0 of 0JW 0 '5 0 M w� la a0 H ° 3 0 J > LO LO 6 m cm Q t7 /� L �- T �i c 0 ONel O U m m - LO r C/) QI0 cA co M o 00 LL CV L0 00 0) LO 00 M Q M cY r 4i E M co 1-- z z E c m CI E U a w Q p c °i JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O 0 5'-0" Q01 - STUB -OUT FOR 1 '_0'- o o GAS METER 0 O _ � U O � N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS L** NACONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). TOESOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1l8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 2.0 --F90 2 x _lumber Double 2 x _lumber FILL CELL STD. 90° HOOK BOND BEAM Cn 7HK CONT. #5 CONT.> BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQA'DPLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2,' min. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we 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 %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1Fnnln SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or.=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x j Boise Joist Blocking Use 3" (10d) nails at 6" n.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6,1 A 1/" ROUND HOLE MAY 61 i 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT 7 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" VA" 1-2" 1, 2• 11'-3' V-3 1'-7 1'-1I 2'4' 2-9' 3-7 3 7' Any 16'joist 1'—U' 1 1'" 1- ' 1 2'" 1'-3' 1' 2'-4' 2-11° 3-7' 4-2' 4'-9" S'-4.' ._ --12 -- � _. --... 16 1'-i)" 1'-1"" 1- 2 1-0 1 _7," - ' 3'-2"" 3'-10" 4-7 9, 7' �„ 7 . 1' : 1' Z" I 2'-a, 3-W 4-9' 4' IY' 6-11," 6-11" 7' 11" &-11," 24 1'-U' T-1" 1- " 1'-3"' 2'-6 ° 3-7"4'-9',5'-1Q'. 7-2* $` 4" 1{l' ° 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule I Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-V2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC] 6000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s@ 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)- NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist 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 N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) ° ° SEE PLAN FOR--'°. ° . • FOUNDATION INFO ` a d' STEM FOUNDATION GRADE 0 r—REINF, SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION --2r- : I O d d G SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TYP. FND. PENETRATIONS SCALE: N.T.S. Y 1 7 2023 Virtual Review Assist, Inc. roiled plans Review completed and app for compliance with the lah� px23DD Edi by Debra Anne K PVC OR SCH40 SLEEVE PLUMBING LINE 4 ° i na G ° . a 4 A C G 4 q SEE FND. PLN. SIZE & REINF. M CV 0 CV 0 M 0 �344444699kt,+pye rr R '`� . ` ��. � � • t\J to f , �l �` G' No F,17' , 5 s R �a3 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. Em Wp (It E N co ` � N N N C COO,) 10, 0 N UJ r- r�:12 LJL uu Ll N� v a a a - oU_ a C, t9 11 0�/ 0 � o —� zzo. Z 2 N� O Y 0 9 tfi w + p � m � V2 m J g Win26'O' J w Z Co 0 O M z N U F U Z O ❑�❑ W N Z N t7 � � Q � V I V) - N M o` L y (n — 0Ln �N � cn C6 r— L.LU.L U OJ 0 N -ion o w � M M Z 2 Z Z Q W ao � 4 0 o- p E w z z 6 CL o E �o XU a� 00 0) &a Cc>w- t S H W �� a C <om� 0 H Z �z � < d ggsT c") � m� � � F a� ter_ �3 o llllllllllll� M zl¢ d IX�' � 3 0� >C.0 J LO LO 0 rn m �1 Q Co It U N_ ` im C° L0 r ; 0 Q "' 0 cn M M I ^ o CD N ai o a. LO o LO M Q M r CD CM w E M o r N z z E 10cn CU c U _J Q ❑ c _I JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S N 1 m LO 00 NO L0 L0 0 o- 0 0 N 0 I N i m 00 v 0 0 0 J rn b LID I LID 1.0 0 V) 0 r C a N N a CD 0 `v 9 Cn r7 a U v U i -,..+ to O i a 0 0 0 J r7 N 0 v a 0 N ca c 0 w Q m v 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" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE -E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W14 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM E I1=1 I I=III=I m ° I I=I I I=III=I I 9 ° D7158-CLASS G or H, or ASTM D3161-CLASS F, IN =1I1=III=ll I II III=111—III=' 11-III—III—III=1 I �I I f=III=1 11=1 ''-1I �, III I I I=� ° — 12 ACCORDANCE w/ TABLE —' I �I 1=1 11=1 11=I 11=1 I I=I I == I V-I I I=I II r fI I I8 VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION () I II(TYP•) ►I I III 111rI == I ;I CII ' RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING .14 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 518" OR 1/2" HIGH--� 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 —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -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 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 - NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE T 00 Z 6 MIL VAPORI I° D f I=� I= = z W �- BARRIER D 4 — D : • COMP. SOIL. I I ° II—` r (COMPACTED TO 95% �I i ITTi MODIFIED PROCTOR I I I I ICI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 11'4" (1 STORY) STD. HOOK (SEE U.N.O. 4„ 1'-8" (2 STORY) ) TYPICAL WALL SECTION A SCALE: 3/4" = V-01' S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS --- i SEE A/S3 OR J/S6 -'`I i 1 I T- ,I i T.11-11 . 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 ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS M LOAD BEARING OR --- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. P 1"x .T. STUD #5 VERT. IN FILLED CELL CV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4"TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE IL FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° v GRADE 00 — — — — — ° • #5 REBAR w/ OPT. —' I —I I f=1 I II I 11= 11= 11=1 I I— 11=SGRE)=N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d C7 ' II", -III—III 4; II °° 1= r SEE A/S3 OR J/S6 -- -I JFT-1-1I I II � 14 11„ I. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. !� ►� 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7Pr 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH _� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-31/2" z �31/2"MIN. �31/2" MIN. A.F.F. no ° D b . 1T I;I'31/2"(min.)-4" N00 — - y 'I I11=111 _ ° • I I II I I I 31/2"(min.) - 4"=-I�fL-1—II III -MITI ' —I I � I I �,I:,;I I.,,��I I II�T�I��� (2) #5 CONT. 4" V4, 8" (2) #5 CONT. 4 8 U.N.O. MIN. U.N.O. MIN. 1/2"(min.)- 4" TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL (CO STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ooN • �� QCs M MAY f 7 2023 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\,�Mo�s NJ Virtual Review Assist '\1<2 Inc. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ f Plans Review completed and approved 2x BLOCKING HORIZONTALLY@ APPLICATION for compliance with the 2020 1 1161WEEdffian INTERVALS VALE NO INTERVALS NOT EXCEEDING by Debra Anne Klahr P 29flff SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR 6" M FROM WEEP SCREED INSTALLED o END OF 2'BOLTS P PER MFR INSTRUCTIONS 43 OR #4 REINFORCING BAR � D N D D z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y n ° T ° D c7 _ P D • FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER —T ( ° ° I —I 11= I 111= O° —I I 1 I l—I ° II=1 I ° I 11—III=1I�, #5 REINFORCING BAR R 1 7/8" —� '"III = r #5 SAP sPu 'F TfT I I �I 111=j COMP. SOIL. (COMPACTED TO I1111 I Ia . . I =11� I I1—II95% MODIFIED PROCTOR ASTM III —III —I I TI7 f�f—I �G 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING rE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT .< ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" + GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 r r WWF OR FIBERMESHOP , - _ e N � 111=1 11— 11=MI I�'ji co ' 6 MIL VAPOR I�) I iI li�— I 1=—1 BARRIER �iTT 1 IT—i— f= 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-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 I If � IT�(II I �I (TI (TYP.) 8" T-4" 8" 10" #6 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. x CONNECTION INFO x SEE PLAN FOR x &LAYOUT DESIGN ° e TOP OF BEAM ,7 HTS20 SEE ROOF PLAN FOR STRUCTURALr41 C = —a ° 4 ° G — - , ° I M ' (2) I (— BEAM SIZE & CONNECTION INFO M aI T. •' I 2x4 #2 SYP P.T. FRAMING wl MIN 7/16" O.S.B. SHEATHING SEE AJS3/J/S6 �-�8" zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE ES w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM IE TRIM PER PLAN 8" MASONRY WALL -- ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 1' ' U)SIZE > VARIES PER PLAN M Z Q w/ MIN. (2) #5 VERTICALS oo GRADE > FILLED SOLID (SEE PLAN FOR _ w SIZE AND REINFORCEMENT) 0Lu • 1=awo LLJ = _ z BRICK PAVERS or SLAB PER p o _ - • • • • - - Q COMMUNITY SPECS " � _z - M 0 -0 FIN. FLR. pp0�,0 , G•,/i�iiiii/i0/, \//\//\//\//\ I / //\// i�/\ • •ATION O\\o�G\\�.� �.\\G\\O\\off . � • . ©TAPEREDCOLUMNFRAMING FOOTING v - BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 c-> fW 0 N 00 0 M �4',ntttLEI E �10 P`% v t w z :t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H f Q �E O N- O S N R I' V 0 N `'00 W N LL U) 7 rn r- t- LL W a °j cNri V uJ a ti t7 cco � o Q z Z Z _ - S V o 0 0 0 Y Y W w N� o p e W Z rn , 6 L N Z M¢ J w Q �U 2 �n N U u) F W (D z N M 0 N z o � Q J — d � N V) z +-J( Lu � m U D 0 6) w o c IC J wigW U y o • o z co M M u— o 2 F z z Z Q ca o �o z� F— r6 O 1✓ go o < oo U o'' z 0 c�f0 ¢z �o wz &5 C a o'o m� o o Z z m °_,' _ mm aw <z �. za C U WC, T 3 aZ NF m LL �z X,o o w >� V ol¢ UU 3 L0 LO _ Q 0 co 0 "It :3 O CT O Y T � /^' m V / m LO ate-+ Cn C) I ig LO 00 -0 ILL0 LO N 00 6i LO MQ � c10 r 00 o f4 T iri Z Z E 0 u)i m = c n E U a a Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m LO 00 0 LID rf ,gp Q 0 rn N 0 N m co LO v 0 Q CD J 0 I Ln "n Cr 0 _ 0 CD a N N rn E Z L 9 t� 0 U v U i .a i ri ;r 0 v U ILL N N a 0 N O co Cn 0 w s Q m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE —� ( ) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLWALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. 54 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2xS.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ ` STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED j SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - '- TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • BLOCKING (TYP.) 2x P.T. PLATE\' —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN EXTERIOR —✓ WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/81, 8" 7 5/81, 8" 7 5/81, 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 KB MASONRY LAYOUT rD S4 SCALE: N.T.S. 54 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT 1 a a a a a a 81- STD.90°HOOK 8�� LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Jj FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION KlS4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB i--8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a e a 4 SEE PLAN FOR FOOTINGzzz POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ --i 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 —C. 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 NnT TRAN.qFFR I nAn 2x6P. J-BOLT TRACK BRACKET FOP I IARAGE IOOR VVVI\ 11./-V f. 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 V - 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 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op FN�NO U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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 \�J NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL r 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 <8., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL —j �J EXTERIOR STUDS W/ 14 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON n P.T. ATE auvlravly ar4 SP2 SIMPSON 10( ST J-I M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 -t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE V2-16d � NAILS @ 24" O.C. R Virtu EQUAL TO TRUSS B %S Re Vie CHORD OR BLOCKI CO lian ce ---ail by Dehr, �i 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. 7\ STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. T TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAI LS @ 6" \GGERED 3OLTS @ 24" O.C. 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565#SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. i & NUT OXIED A.T.R. t&NUT C ROOF TRUSS ABOVE /- 2X BLOCKING O (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 STAGGERED TRANSOM FRAMING ° ° BEYOND. /—PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L— PLYWOOD O/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. (2) PER BOTTOM N I 2X8 P.T. BOTTOM PLATE O 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 REV. 06.24.22 SCALE: N.T.S. Mq y View Assist Inc MP ted an the 2020 oVed FBA 300 n M N O CV 00 0 r- ,. l��7ii P7. r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. N O 'O E S N M N N # (� O 2 u� J C � � N co Q c(0 6'N o-w t9 LL U_ a c7 — 0 o Z C o �c m v 0 o W 7 N N m J Q 60 U5 CP ' ¢ z Z w _ N �z U Z O ❑l I W CD M � z N 0 0 z�N T o� N N M z v 0 a- J 0, U � 0 NLA �y N ru will U c w I--- J E 6 8 I = ca o 0 m N W 00 g U.- Q o E�Zo m U o1 z z0 0a o E �a o� Z a0 <0 0Z �J s fu � C: o0 zm� J <o�w zz � aW o ao W A W v F CD <0 � aLL �- �3 _� M w ¢ a 0 0- 01. 01 O 2 �co J LO L0 6 °' cc Q cc cD It � Y O _ U co m LO Q •'j r O to CM 1 12 o C) 00 .0 LL N LOo 0) LSD �Q C-) r M 3 r � z Z E O L m` IL E L) - Q o JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 3 w I N N 01 v N 0 J m 0 I N v _ ro 0 I N 0 0 to 0 S i ti rn U 0 U i 0 0- __0__U :p i z i 0 v V O J ti N 0 CN 15 M v d N 0 0 s Q m -o A tX4 1/2" DRYWALL DOOR JAMB (REFER 1x4 —1/2'" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.�.r 1 X 4 1x4 P.T. 1x4 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 BLOTAPCK@ INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST, ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH ++ 1x4 P.T. & 1x8 P.T. 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3-1/2" DOOR JAMB (REFER TAPCON @ 16" 1x 1 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT 112 DRYWALL DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT APPROVAL FOR CONN. 1x4 TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. i x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 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""O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. 11 SS INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX fr IISOLID BLKG. AT TOP BTWN, ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) it 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 BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7116" 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)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N,T.S. SS SECTION A -A 2'-0'" 78- 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. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90, HOOK (1 L. 1. , - - ±5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 i GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR I BED JOINT. D NOT FURROW. A N B 0 0 SEALANT _ * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: 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 3 1/2" 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 i i W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" F. ° C ° xR ' p 1Tf—T=1 I I-T=1Tfr r-I TI•I lTf l l i__� =1 � —I I f— . R �° ' •III-1 I hT 1=11TI � GRADE °• D ' e' t—I I N ° 'R (2 •D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN R YP.) rHE !S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE �--- PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW—L—Y—J- CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) ®® I� �t�0° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ;2x ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT LOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD Will (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* �x + + 4ENGrH + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO �\ + SUPPORT SOFFIT 1 ICJ SEE ELEVATION ��`� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1Od x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - r CGF CNFFT Ill Amn IOTCHIOTCH W*B♦@ FIRST COURSE ®♦ z 0 2 U_ 0 W U U_ U H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS - INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT d a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. d' OVERHAN a, d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 51-0" INISH '•+► '' ? 'gyp #5 BAR x D. 10 ° ° CENTERED W/ 2 IN TOP o ° KNOCKOUT / Z:t ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ° i AND SECTION DETAILS CLEAN FILL P .> ° °III DIRT Z °,• ° ffTANDARD o #5 BAR INHOOK c� I' FILLED CELL, , .� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS 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 MAY TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT r 202 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC b 7th Edition De bra Y ra Anne Klahr #5x6' EMBEDDED INTO PX230p EXISTING FOOTING (2) #5x6' IN CONC. FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY ,. ;.... r—� SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 41 CV O CV O ch 0 w Cj a a �7 No F1:li7 JO n � ,• ^�TA-TU- 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. 'mm W g IS E � "QN� S N (0 N O Ri V 0 t-W- N LL o N a i a 103 C rd-v MULLo w 7 �Z Z N C 0 Q = '@ N CO co Lu Q � z IL z (`') 0 F 0 o v ❑❑❑ Z W z N M o g z N z o � J M CD _ O LU � m U 0 LUQ> o V) 's U 6 w C asS E V'-+••. L = s W U 'o IDm C ai ¢ N OCID o w M J z0 3 Z 4 U_ ce 0 zo >m E U 0°® z on E 0 E xg aj oo OO CU QZ &4 WZ a �J c <o `oz mo z z m J 10o � � <w �m 8 �w go 3 A O aLL NF o� m �0 _ _1 - mLL z 0 �F _o o 3 g CD Z N O L,() O m 0 L_ 0) t,0N^ NG).. O L t3' J N Q � O � N �-- m �-' 0 �i LL U c� C) .Q Lii -0m C) L o T C0 CO T m +a CO T o z CIO3 z N vi co C C 0- U J Q Q J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SS rn v m LO 00 0 M v Lv CD 0 I N m 00 M u7 LO Cr < O 0 0 0 J N 0 I N LO u7 L N O 9 t, Q N N 0 D- E a 0 i c 0 v 8. ti C O LO B5 0 0 a. N N un 0 0 rr 0 U z W m v cn SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS 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 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 BAYS) AND FASTENERS. (MIN. FIRST 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 CROIS BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 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 1"BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX7 CDX PLYWOODB ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM OSSHEATHING ATTACHE OS 10dXT' 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. L x N I . THROUGH CHORD 2x4" 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 X DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" &(2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Old & (2)1 Od EA. END (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2"CDX PLYWOOD OR 7/16° @ 48" O/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST ROWS OF NAILS W/ 1 Old NAILS @ 6" O.C. EDGES TRUSSES FROM EA. E END TYP. TOP & AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH lil 4" O/C SPACED WEEP SCREED NOTCH "L"BRACE HERE THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" FA TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION- 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x21/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N f X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 ]12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT ( 2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING WIRE NAILS STAGGEREDCOMMON NAILS STAGGERED 30d COMMON WIRE NAILS STAGGERED0.48 @ 48" O/C FOR THE . (2) 16d NAILS' 2x4 BLOCKING @ 24 D , L 3) OR EQ AL ( - (D � 20 , L 41/2d OR EQUAL ) (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORDI DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 7 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/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) ED ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4�"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL 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. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS LL NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ($� SECTION 9 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 GABLE END BRACING DETAIL J S5 GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.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 CONT. BEARING 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 @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z w BRACING w/ (3) 100 x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH 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 EXT. WALL CON N. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. BEARING LOCATION UNEVEN CLG. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L rE Q c L 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL TT GABLE TRUSS WEB SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" 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" - S-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS ^- ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION anvirwry ort w/ k iz/ 10d NAILS AT EACH STUD END JACK 11'-0" MAX. N 9�,� � CORNERJACK 0 a v = Q w z 0 HIP FRAMING REFERENCE PLAN w LU ---- 0 q o T CC L o O i o O T X z o Lij �t m o 0 o o T cC G o ' 0 w C'J w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MAY Z02 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition � 104WfAe Klahr PX2300 J� SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. M N 0 CV 0 ,A . .. l .j 0 ' Vie. 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 9 N N N m rn (0 0 �Co #"LL N cA`r° rLw a a N gm ! w a JLLU a Cn Z 0 Z �'Ozo, r :2 zt_ O o �' j '(6 N m Q _� W U) M K z _Z co M Z U U) H Z OU ❑❑❑ W M � N M 0 0 N z o � � Q o_ n,Lnz `o W (D tJ ® m O w o0 N ` N �(n O CO 6iN6 U E .... a r-- J Ep U I i/ u S L � • U o OD Y N O ON o w M 0 G z C o =o >� Z. CL wZ. Z. o Z© F� fd CL O E < � 00 o �i C �@ <oww Cfino C V a <z �< O U mo , Z m m F ¢w 65 3 Sp z ¢g W m LL as o a = oI Jw =� a W F a 0 v 0 ° 0 p > .=_I LO ii E Q 0 J: OIrIt Cf CD m m LO T � Q O cn M ll co NO LO N -0 L0 IM LO C:) M Q m E >1 M c o cc Z E n E U � 'a p C: C JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. n S5 m I0 0 LO 12 0 0 0 0 J 0 I N m LO L tn 79 Q 0 0 N 0 I M i E O 7 V) 0 i rn Q N 0 E N E 0 J N LL 0 U Of i 0 0 0 J N 0 M 0 a N N M a� c a W m a, ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903,2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB / DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS / TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. 7 FLOOR SYSTEM PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN, PSI MAY VARY PER MUNICIPALITY a. °' CV ° ° a G 4 ' °. °4 ' co ' l=1 I 111=1 I FI-I I -I. I I II �I I I I e a 6x6 w1.4xw1.4 I_l II I III II I I I I ° a ", a WWF OR FIBERMESH _III-1I I-1 I cl I I I ° . ° n FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w = 7/8" CEMENTITIOUS FINISH PER ASTM C, 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -J F- LAYER 1/8" THICK. LU U_w j �—INSULATION PER yl CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL X\ SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 112" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U- - 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU rn AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 410 6' BELOW GRADE GRADE oo @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH iI (3) # 5 REBAR ON 3" CHAIR 11 III I �I I I— STD. 90 *HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" FLOOR TRUSS . O1 SEE FRAMING WEEP SCREED o z PLAN t • INSTALLED PER MANUF. r 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4"BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .° d 11I— I I I I —I 11=f I I —III —I I —I (3) #5 CONT. ON 3" 8—III 1 _8" I IT— I 8 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE :Tj BLOCKING AS REQUIRED PER o SECTION X-X IF W NOT FULL F HEIGHT SHEET- U) z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING W = SOLID 2x C BLOCKING @ ALL O SHEATHING y EDGES (SEE OPENING SECTION X-X av x ELu F 2x STUDSLu BEYOND. SEE PLAN o "-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI r M I-9/ATInA1 MlAnnAAA 318" "S" = NAIL 3/8" SPACING S 3/4" i 1/2" 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x41l2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFFA ��w �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT o PENETRATE SURFACE MORE THAN Y". F U) ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J 11 5 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 O rn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q Oco F- Q (n M r- " OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p p F MEMBER IF GABLE END uL co , NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. �S6& NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1I2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN, SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH CV .e ° -III_III—III—II ° Cl) III—= III I I a 4 -I ti-I I iI I w °. (3) # 5 REBAR ON 3" CHAIR J 4" 1 -8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3)(2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING ,,`` SCHEDULE SEE DETAIL C/S6 FOR MORE INFO RAy 2X STUDS @ 16" O/C C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS Virtual Review Assist, nC, AT EA. STUD Plans Review completed and approved 2X P.T. PLATE If cumpliance with the 2020 FBC 7th Edition WEEP SCREED INSTALLED PER. MANUF. by Debra Anne Klahr PX2300 00 FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. CM C> CV W 0 ,- C") o o g�AA L-C 00 o�V• • rd C)7 S7,&10 ti `I `' A6t•`�r�I '�(� r c i y A& #� ado L.,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. N W 4 v M 01 N N V FA J 1 0 di r-- r-L �M0� -, � LL d L a 0 0 o JELL `� c M aS & z 3: O i>> O= Z m o 5roNCD m du W W to rn of m o w Z �' 0 Z� 0 o N MZ S UCH Z o oIL ❑❑❑ W M � z N o Z � N z � � � — N M z n CD (U �t • 4-J cn u (10 w m a U 0 w �o w•a allr— U J E — I L 3 _ U z� U o 0m 2 r112 ¢ 0 N m o z w � M M J 0 p z Z Q LA- E- o. E Z o �a sLL > M zao z® 'T 0 C)o oa [QO H a ¢. a z iwt L ns cn c C �❑ < OU mm o� ZF z m J ym a no Z 3 v 3 - Z Zo z o xr � aLL � MI5 �O M d w¢ '10 1O d F zla ° 3 O = LO LOm 0 m ^` 0 L T 2 C:) Nt O V J _ m m L.n Q O cA M 1 o a C) -0 N 0 LO 00 00 L 0 co Q M M T co o Z m E O E N `' ;� CL U w Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: �" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER /. 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED I L)NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" ALIGN THIS STUD WITH AFACE OF 2ND RISER T SYP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP % L 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (14) 10dx 1 1/2" N MTS12 w/ AT STRINGER CONTACT POINTS \ NAILS) �y (IEW "All SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TTT E 7 I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ V V/'1LL SECTION VIEW "D11 SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D—D `-3/4 PLYWOOD ON DECK '---2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS _V SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —_/ FOR DRYWALL SPACING 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = T-0" E SECTION VIEW SCALE: J' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ -1' X 2 a' TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER —2x4 DRAFT ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC, W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER GA --- SECTION VIEW '"C" SCALE: 1" = 1'-0" TOP OF STRINGER STOP �N .2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS PER CONTRACT (2) LAYER 3' EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = T-0" F SECTION VIEW _ SCALE: ' = T-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) - POST LET INTO -OCK DE ING M BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES �j NAILED AND )TOP PLATE NTO RIM BAND, Plans lirttsa( ReVie yV Assist, Inc ID NAILED T� Pl 18Vieµr COipple As WALL BELo Mpliance with the Zed and approved hY Oehra Anne Klahr P C 7th Edition XZ300 JOINT -TO )ISTS) H T 2X STRING R 2X B OCKING PSON NITS 2 w/ 10d x 1 1/2" NAILS kD OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" M 0 CV 00 0 M O Q� r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �f W Q C E o o 8 N N 0Lu 25Z Q t9 0 J J LLB 5 wr u, r� o Z i 0 ' 0 m W Q W _ N t0 o'2 r— W °' O1 ¢ m z W LZ Zor M Z O 0 N U F=- 00 ❑�❑ W T ��o N O z � N T Q r, E3 V) M °o � � o f(S w U w o c !a� J r-- — e ) N � N N Ol 0 w o w M co c 4 S� z Q Li E zo � z 0 � U oLL ? za ❑d F— rt7 ` � ao g o o o o¢ ao mo ?o c U z cn "m az o`s 1z no manc ?i oLL a �o lu �o O Qo =� y6 w¢ N a= Omi - U� c 0 O ` �Q0 J '^ L , rn .---�.LO cu � � r CD C It Cr CD v J m M _` LLN Q O to M I 2 No O LO LL N 00 -0 I n o LO CO 00 Q M r N E T co z z u`Ni m a _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALLDOOR INSTALLTION �lX441/2" JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„UNACCEPTABLE PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN �.%`, ;, 1x4 1 X 4 1x4 P.T. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"� X 3" LONG FURRING FURRING " %%-'- '� FURRING (2) ROWS 3/16 x 3-1/2 #5 REBAR AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 TAPCONS TYP (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD TAPCON @ 16" O.C. & 4" 2X$ TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH ,� �1-D, 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALs 3" DETAIL STD. 90^ @ TOP & BTTM CHORD, AND (8) 1x4 P,T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH �ELDLS HOOK (TYP.) = FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLVIL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF AND PRODUCT x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 O �" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ NOTC @ FIRST COURSE - SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SOS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ; = INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ® +rJn FIRST 2 COURSES _ - TITEN INTO K.O. BLOCK L 41*1 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN _ �— FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX soup w/GROUT n 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. x 31/4" TAPCONS PRE-ENG TRUSS DESIGN F1/4" BLOCK HEADER ARCH BLKG. & BUCK 1' " SIMPSON HM9KT col (4)1!4"x1 1/2"SDS SEE NOTE 1 BELOW 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA LEAVE A CUT OUT IN O.S.B. ON THE 2X 8 45^ DIAGONAL (4)10d NAILS - ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HB. FOR 7OFWALL) BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE —� ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLYS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED A. FURTHER INSTRUCTIONS. ' °n SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS (4INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD F CHANNEL, DIA, @ 24" O.C. ,+ OVERRAN CONNECT W/ 8d NAILS B. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL ALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP � RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACEAPCON 4 MIN. OF BRACE BLOCKING w/2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL � USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 5'-0" SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE ° ' YD �'" °. EMBEDMENT INTO K.) B B PER NAILING SCHEDULE ALL 1/4 MAX 2 -0 8 STRUCTURAL SOFFIT e • .. , #5 BAR 'V 1'�° ° P. ' ° CENTERED W/ � BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON C FO .' ° . • H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) v SCALE: 3/4" = 1'-0" ** FOR ALUMINUM SOFFITS WITH SPANS O > ° o KNOCKOUT / N 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER > l� 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA e ° CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24 „ PROVIDE (2) MIN. TAPCON AT EA. SIDE _ BUCK 1 WITHIN 4 () CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY '° n' ' ° SIZE AND REINF. PER PLAN - AND SECTION DETAILS . LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° CLEAN FILL .> ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT z TO BE INSTALLED 000, 4'-0" MAX SEE PLAN 2 O TRUSSEE SHOWN FOR O.H. UP TO 2-6 X VF e o BUILT UP PLWD. BUCK- R *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Nq °' ffTANDARD ► HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + G<F + + /1/cp (2)10d NAILS @ 8" O.C. H #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC 1 NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2 WOOD + + TO TRUSS TOP CHORD FILLED CELL - - • �., �.� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) T MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + IV . v ., .V It . a V .� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL O GABLE ONLY CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" O + + PLYWOOD SHEATHING •° '�'� "'� °` �'� °� V V e ", `,#'�' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + PER INSTALLATION DETAILS ARCH DETAIL �( B-B HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" _ V-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP .. s SCALE: 3/4" =1'-0" MAY EACH TRUSS GLASS BLOCK INSTALLATION NOTES � NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °�®� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN Virtual Review Assist, Inc. Plans Review 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. EXPANSION STRIP PRECAST LINTEL com EPDXY CAP TO PREVENT LEAKAGE for co p eted and a pliance (PLACE with the pprov A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE INITIAL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROLbT Debra llt(a ' FgC nth Ed Anne hr MOVE BLOCK AFTER PLACEMENT, FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") PX2300 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4 -0) #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID occuRs SECTION @ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN, 3" COVER 6'-0" SCALE: 3/4" = 1'-0" o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p L) SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° X o ° ° LU A REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' �I I —TI=—I = I I ° ° FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO U_ a 1 :;:;;`:I * PRESS PANEL REINFORCING INTO PLACE. ::: •..: :::::.::::...: I=I I — I —I I I- — I F— g — —� rI III=1 I (—III- 5/8 DIA. ALL THREAD ROD EPO EPDXIED w/ SIMPSON "SET" 1 v z #5 ' E BEDD INTO x .> :, .,::. 6" MIN. LAP SPLICE W/ * ` — — o .P—Ij F EPDXY MIN. 6" EMBEDMENT & _ EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — ° _ — III I �T� a _ cn � FILLED CELL SMOOTH. DO NO FURROW, o —I '' 3" MIN. EDGE DISTANCE N DRILL 3J4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE o, p . , I I�=T(I- I III^;. SET BAR IN EPDXY ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M REMAIN FREE OF MORTAR, NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \ WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16 " MIN. (1 STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION I11,1j MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" 11 1 I M fV O N O 0 'ja;t9Err-v'F3il{r rV14 L o, . rr fji z: P�,i3t✓rsvS5i��6�d: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. MM W go v E S N N8 'co, 1 O V7 y 5 l r0��� u_ w 13 a m v w° a Co LL LL n z Z mv o �'MoY Lo Ywo co M Lu d W cz cn � I= Z ILW IL ''0 M z 6)O 0 CN I=- U O ❑r-1❑ W V M � Z N fh O O Z W fD z ti J /t N c� v c V! )4­1 C 0 lL � V m Qw o cea c W m — E � � 1 I =� s c� o ¢ N I� Q w Q J � � ,a. E =o � >o _= o N V w~z zo ❑a r0 Zg 00 V CO O 4 .0 RZ cow _ co ra c< a C ao h U m� o, Z H z M J R ¢w -zo '� o� Z g W D � A � oLL aZ `-n rti m oLL rEE J o w w� �0 ao z�< ° J L0LO Q cD co 0 j O O 04 00 `° Ln W Q 0 En N u- N 0) OO LO o LO Q00co r r CD CY) E CM ° ca Z E O M _ a �? a- U J Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS KM 00 LO U-) :11, 0 -0 ,z; ­t C) :19 :9 Q tcRl r10 CL E 1.2 co E 0 9 r NO Jj 0 CN co 1 LLJ CROSS BRACING DETAIL (TY SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (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 201-0 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS NAILS AT EACH TRUSS INTERSECTION. CB DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VVI e-- I VU ��l I I I V V TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 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. -----'—'WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot) VARIES W/ '-F ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS S=C: ROOF E '1�1 L_ PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4-= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, TRUSS �7,A (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 1 Od TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5Aw/ BEAMS TOGETHEF (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-112" WOOD SCREW EACH H2.5A W/ (10) 8d NAILS TRUSS OR SIMPSON AT 48" O.C. (OPTIONAL) BEVEL CUTS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-4-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 OL VARIES ROOF SHEATHING x ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2X,74 FOR CONNECTION SPFTOP INFORMATION. NAILS TO TRUSS FPLATE BOTTOM CHORD OILVARIES SEE PLAN ')V FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH P1 TOP @TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN wl (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 wl (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 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 MASONRY WALL r4 SCALE: NTS SIMPSON HUC41 Owl (14) L.SEE PLAN L. FOR CANT.1 16d INTO HEADER & (6) 1 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN '7::�7/16" INDICATED ON BM. SCHEDULE/PLAN OSB FLITCH PLATE SEE FLOOR PLAN FORJ REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A r SEE PLAN FOR 0. 0 SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION CORNER 111-� PLAN FOR MORE INFO 511 COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER EXTERIOR SHEATHING INFO. ATTACHED PER NAILING SCHEDULE 2X4 STUDS W1 SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. TDI Ic GABI. 2X4 BASE PLATE W/ 1/2" PLYWOOD SIMPSON LSTA30 W/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 W/ EACH COMMON (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K*'22� SCALE: NTS BM. SPLICE OVER /_ CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 vv/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL OR BEAM A 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. A TO GABLE TRUSS COMMON TRUSS 4.. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE;NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) :FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL MY SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 1 Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION rIF 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.0 SIMPSON LUS26 W/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 W1 (8) 16d NAILS TO V FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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) MAY SECTION AT LOW ROOF 2g23 SCALE:NTS 7 A LOW ROOFIWAL L SHEATHING ATTACHE\D PER NAILING SCHEDULE Virtual Review Assist, Inc. Plans Review com Pleted and approved for COMpliance with the 2020 F8C 7th Editio 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS 12 W/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ (2) 2X6 BLOCKING UNDER� FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL vv/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP-OUTr3q SCALE: NTS DETAILS & SECTIONS C"> co Cj t.i 0 1�-'E 7 - F A -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. Engineers signature and seal is only for the tructural engineering portions of the drawing pages bearing Engsineers signature and seal. 0) W 11- 4 Oq E C-, "o, 5 0 2 co 0 - co LT =3 LO �001 0 N, ": W dco I20 u-z z _j � = -0 �; 0 M 0 8 �ci 4; M uj :3 CU W 0 2 U) r- z Co z 0 uj LO n d 0 = N .. < 0 U) �_ 00 EIMU z W CD C-0 C*, < V) ha 0 4--J (a C/, U-i _LU 0 U) LU nil E 60r, U), 20 < cl'� z- 0 E Y K, C', M M 0 00 23 E <0 < ro z co fo < '0 ZO " z z 0 W Z 1 'r', 0 1 mi C10 < -.4- NJ .0 CD >a, (0 L0 LO 1­1 < (3) 75-- C) :3 C) Nt —1 C) se M L_ 4— LO U) < 0 U) CY) (N C:) C) Lo 00 LL LO 00 L0 00 < C10 M (0 EIr- CY) 0 z E (n 2 C T E -;j 0 0 _0 'a M < a) _j JOB NO 23-02469 SCALE AS NOTED SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO + Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x #SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ 2 - 2x SPF TOP PLATE () END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING 0 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM 7 SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSQN LS30 w/ 6 10d SILL PLATE w/ SIMPSON LS30 w/ (6) () 1Od x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE •• OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2 #2 SPF STUDS @ DF CORRECT BLOCKING w/ (3) 12d EA. END Q/S4 FOR JAMB ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR ' ' ' ` BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '°• •°` VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1Od NAILS & (4) 1/4"x2 TIE BEAM 8„ o c @ SIMPSON MSTA36 STRAPS w/ (26) 10dY TO RIM BOARD & BOTT. CHORD 1/4 TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS - 10d TOE NAILS FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. 2nd FLOOR("4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" Q.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSQN LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 1 Od NAILS ° INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION LxS3 PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6"E PLATE 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2" EACH SIDE 2-STY. FRAMING -1�4 O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B C W/ (2) 12d TOENAILS T/B (2) 1 Od TOENAILS AT EACH END OF 2 2 x #2 1 1/2" (USE SP8 FOR 2x8 () C B H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL) @ 24" O.C. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP f° (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSQN MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT PROVIDE BLOCKING 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS S1 w/ (10) 10d °° NP NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ••: •' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TOTANY GIRDER TRUSS IN HI 2 STORY I NT. BEARING WALL FOR FTG. REQ. UATION. CONNECT G.T. 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 wl MATCH JACK AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR (24) 1 Od x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. o.a°.o. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 1Od NAILS BENT OVERTOP .2x6 WALL USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER • 2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C �c�T 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. F 2kA 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft 2 2x TOP SPLICE 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. N (2) 10d TOENAILS AT EACH EXTERIOR HEADERS E SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 1Od x 1 1/2" EACH SIDE ° , ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON ° 8 LS30 w/ (6) 10d x 1 1/2 EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILLWIDTH ° • SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL FGREATER THAN OPENING IS R4, R PROVIDE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1Od NAILS SIMPSON (2) MSTAM36 w/ O 7 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS 7„ W/ (2) NAILS MAY NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ BEYOND AGAINST 2x8 DOUBLE 1 W/ 10d NAILS @ 8"o.c. 2x8 TOP®�� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS PROVIDE BLOCKING BELOW JAMBS TIE BEAM FLOOR TRUSS/ I -JOIST SEE PLAN 2X CONT. RIBBON STUDS PLATE 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. Virtual Review Assist, HEADER CONN. �a 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL Inc Plans Review completed and approved for compliance with the 2020 FOC W/ HIGH BM K*'9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 7th Edition bY Debra Anne Klahr PX2300 10 �� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. CM 0 N 00 0 M O *�®LE L'%l s: ra P E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �* Ecoo ° N N m ik YI C.7 r' r 7— of W 4 mtiLL o c� jNN_� m Q W U)14 adz LL 1)Z W O H (N O V ❑❑❑ Z W V M a�- z N o� z m N V I N N M w V .g O-2 w in C6 r L U o c 6' Y Q cs m • r. N ti o W Qo M z0 Q w zo >n Gry M- O c U o z z oa co l6 �o �O U O E C �o o' �z Z <z �z0 �Q oa o� m °' = J wo F°� <z gz 2 C$ o� oLL z o Sz W ) �k m <� �w =r Mj M zI¢ a H 3 >� J Ln LO rn m ~ ca O Y r U a a) °' N m m - Ln U) Q O W cM ^ 2 Q 00 .i.i N o L.O � M Q M cY r E E T M o Z m Z 0 E © iri N (o C a E N c0 ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 00 LO Lr) LO <D 01 PI) 5_4 LO 00 CD W) LO LO 9 .2 15 -9 0) 15 C�, 00 9 a 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 WINDOWBUCKTO OUTSIDE EDGE OF MASONRY VANDOWBUCK /-2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK K AND EXTEND TO -\AflNDOWFRAME MASONRY ---------------- - -------- ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW W FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure) resistive barrier above header to allow tor 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING 7-DOUBLE JOIST WOODBEAM BELOW SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions V-4" PER PLAN Refer to the number marked as # in each detail that corresponds to the G V-0" PER PLAN numbered items in the list of instructions below: 1 Install self -adhered flashing in order as shown by numbers 8" CMU C-MIDE 2� Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) -------- -- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED 4 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 4 VINYL SHOWER PAN 8. Mechanically fasten as necessary H SL PE < SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. 314"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND I RETURN UP JAMS 6". USE LIQUID R703.1.1 Water resistance. The exteriorwall envelope shall be designed and constructed in a mannerthat prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN, of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER 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 SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathi g f ll t i r ll N . 15 ph lt f lt h ll b pplied 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 RIM JOIST 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. Plan; R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied fa two layers of Grade wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to 1116M) 6 ly 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 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERLIZO Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance jilt equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED \MNDOW applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL VVP01) 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 SELF -ADHERED FLASHING, the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD 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: pr- 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or detailsl 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. 7 -frame construction. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood 6.6.At wall and roof intersections. 4PER -in q Water Resistant Barrier 7. 7.At built utters. Z Z LU PLASTER STOP U) U) CONTINUOUS BACKER LU 0 ROD & SEALANT M o LU Ir Ir LU LU W 3: 0 U) :LF-ADHERED FLASHING 7CH HERED FLASHING 2 4 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB -----BOND BREAK WRB SF LATH -WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF tFLANGE AS AN AIR BARRIER 3-112" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) _C1 ------ 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAKWEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING ----STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - - - - - - - - - - STOP A R D 4T TIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. -1 Cement Plaster over block 1 st floor 711" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" 0. S. B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs, Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 AM av �ual Revietv ev. Assi-st ow IL , Inc. Rce I wl-complet,-, I, th th I'd aPproii, ebra e 2020 Id Ann, FRC 7 - 111ahr 11 pX2 lditio,7 300 24- 00 2 CY'> 0D , 0 P!: Z� .: No E: t To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WA lot E S 8 4 c4o 0) 0 ui� (0 LO , 0 :01 [­ F­ UJ N 0 U u_ Z 0 " 5 Z 3: �0 Iwo 3: 0 45 �a (� - - W 0 2 r- M 111 in �) Z Z - -� 0 !;Li U�l co 0 .. < L) U) i- Z 00 El El Li W g V) Q) (D ro 0 U) C_ \,�/ L/) i__ U) U = CD M 0 I k < 0 _! 40, It C.0 C1_> cl> -z , Z Z < __J ILI- E < 19 Z, co E n 0 00 0< Z U�- fa w 0, 0, Z, Z .2 >- co 0 10 - W Z w A �t 0 �, Not 63:1 L E2 9(D L0 L0 < C:) �!e LO 4-1 4_J W V) C,0 0 1 CN C) U-) 00 -0 CN C:) -0 LO 00 00 LO co < co E (0 CY) 0 ca Z E ca O_ E 0 0 '0 0 < 0 JOB NO 23-02469 SCALE AS NOTED SHEET NO. W P Mounting Brackets 00 6au"� 4-1 �Tx 4- 1,,,Tx 2-1 2� back Cross Support Sm Anchor Schedule (May be cut to W) Right Bracket (16 Gauge) Bolts ffyp) A Screws kC l Bottom Edge Hurricane, Strap Washers Fro Cross Support Self-Uxkirtg Nuts (May be cut tow) Left Bracket (16 Gauge) 14 Self-DrIlling Streviis Thru Brackets 8 Bark Cross Support into AIC Unit Bottom Side (Typical: 3 each side for hurricisne u sa) SP-6L -t1latituo, - foar­latl� wtJ, -b Hond­ Alur 11� RA6rA seal Didivielatig arldia"t, upon trilliessigir fise wig Ap*� Florida Department of Business & Professional Regulartion Building Codes and Stardards Product Approval Applicartliort Detail page 1 of i 12116,2021 r dA IhnIfty ot- Date Date Date Familial Dart _Zqdr Version Mainufanture, Comaot Inalro.], & Llagng. Validated BY VaIll submitted M Approval Approve alatus Affienstion 2020 Strait Vent lorodWaa, Inc. Mantel Grah.. HarmaslF. Nortro RE L-ni, Boildan P.E. 12JI812020 12Y10020 12t2WI320 Approved calogory-. Structural Cornponents (1577) 441-8368 PE-7�778 (334)300-illga SubCalogand Produds Introduced 's, Result of Infodsmartyert.com Ive. Tado.I.4y C.irripliannis Method; E.W.5. Report to. Florid. R.gOltmil Arohnovi or a Unerread Florida FrOassignal Engineer fWa2z.-M 2 % QungltY Aiisyrays Approved for Use Aomoved for Use Impact Dealan a-- is or N,,, Produscrt Desoarriflint Qidrso;��. 0410 In HVI14 OW411h. NYK 11,51,tairt 1 =�vmtortr 1 41540510 DU21 Function Flood[ and Variblation Vent Y. Yes MIA .1001-100 S. Went Md 101540 511 Dun] Furor- Flood ad Ventilation Vent 11S112023 Yes yed MIA -1 0o i Do 3 Sm:rtVsa1 Mod:l #1540-520 traulsoad Flood Vent 1M112023 Yes Yes MIA -101),�11>0 4 arnarrhan Wd.1#1540-521 insulated! Flood Vent 1MI12023 yii� Yes MIA r100A1D0 5 S-nVent Model #1 54M24 16&wct; G-gai Door Flood Vent 1MI12025 ys� Y. MIA NfA 6 Sna rtV.nt Nlod:� *1540170 Wood We' lff:ul't,d Flood VnIrt 12131r2121 Yet Y t MIA -10D too � 7 S�:nventM.al #1540�574 14s&qpd. G rage Door Flood Vent 1 .1.11923 Y. Y: s N�A rIIA Florida Department of Business & Professional Regulation Building Codes and Stands rds Product Approval Application Detail pstie 1 ai'l 111*21121 code 1141ty onto Dal. Data Nndina Palo ZY21 via"1011 manufacturer Content Eindlituar & 1-monso Validated [IV VHdatod Silhatittel FIAC Asionnial Api statana Revision 2020 D,6..l Metal$. Jae. Jason shumala, Zachary R. priest Look. Ba.nden P.E. 011`10/2M USIUSt2020 Oat2ai,202a 1 W13/2020 Appic-d Capagary: Racing (502� 30a­1611 PE_74021 (3341300-1 aOO SubCoperiery.' Metal Finding Compliance Method: Evaluation Report from a Florida Rex gistered Architect or a Licensed Florida Fr.r­i ... I Engines, gmallizAluffaretrac Amroyodlot-U. Approved for U.0 Impac D.onn S-09 Z=.1,_,,1p3:.1t P.dut Donsolpflian Contract J!"Inxion us In Ill Qvd;Id.HvHZ Resistant Pressure 1 DUC 1 DUNS. DMO 15D,95, OMC 175SI ONG 20D,9- 1213112025 Yes, No MIA _1W-18a ONG 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Falls - -, , wrl" Cod. Entity oIr 299- Rdt Date Pearigno Date Vonim Manufactunur coals.t knoI & lJoetras Validated By Validated suidanittad FSC Art -I Atoldroved Stan - Revision 2020 ThermA-TruCorporation Stow. rispersort Lyn Ion F. Ed midt P. E. Ryon J. King, P.E. 04115r2021 IMI/2020 04f22J2021 D(uWaD21 Approved Category: Exterior Cents 4600) 843-7626 PE-43409 �812n 76T�6556 SubCantegbry: 8WIngling Exterior Door Amenable. sJosporponath6unstru.i; Cdaffalil Method: EvoluatIm Reptai front a or, 'tiart's, RegistadArahlbastor. Ua-sd Florida Professional Engineer FUMR�RS laradl Ouqlit�As,uraoaa AvionsievO W Use Approved for Use lmp%d Design so- # L I'll or Nem ProJitat 5­1,11, alration Date in HVHZ Outside HVII R'.Ietiart FlIbia-Cle"eivid Sm-th-ato, Nominal 66,jri9s aquotimpact8quot; Omique 12(3112026 No Yes Y6 PWA Cornirnietas Edge Fith.ripliist Single Dan, (Irowinoo.tawing: X cfiguratim) 2 b. Th.-a-T. Fibier-Cl-a-rd Srooth-Rii, Norl 68,0319;13 &quCI;IhaPact&qum; Olopque 12131f20213 No yes Yes, WA C-p. Is Edge Frotirgaii, Single D-wth at Sidette(s) (Ins#JnWutswffg: XO. OX or OXO o..flpunu1.,:, 3 C. TharMA-Tru Filber-Classic and 3mocan-Stair NorninaIG&.1039:8 &qQotfMpatt8qUqt: OpocUns 12,3V2026 NO yes Yas NfA Coraposke Edge Fiberglass Double Door-wilh or without Sidaffita' (h..ihWWs1Mg; XX or OXXO configurations) 4 it- Thentria�Tin Fitrar-Classin and Smoath-8ter Norn-I awi=o $'quotJ-pe-Ni.quat, Opaque 12r31/2026 No Yea Yet MIA Contionei Edg. Fliborglaiss anos Door ihawinst-ling: X nonfiguraton) 5 a. Th.-.-Tru Rlq.,Cl.�sva and Snadeffi-St., Mrhind 88#39,0 &qu.;ft1lp..".t Opaque 1213IJ2026 No Yes Y. NfA Comp.st's Edllt Flibe,91a. Single Doaawin, Sidalith(ar) finswingiOutseing: XO, OX. OXO 'i f Therme-Tre Fib er-Cl Ostia and Sffloaff­$or 11-inal 0#39:0 &.q"at:IMPaCAWot; Opaque 1MI/2G26 No Y. yea NA ConhposAo Edge Fiberglasa Daudi. D-with or withoutedelt. lIn­Irg1O.tvA.g; XX , OXXO Fonfig"ritti.ne) 7 p. Therma-Tru Fjoti-Clalsil and Sannoth-Star Mannino] 68#39;8 &q..tlrrFvct&Qvt Glazed 1=1f= No Yes yas N/A Cornpiatta, Edge Foargi-s Single Mor (Inswtiro/Outswing; X torliguritilliah) a h. Th.-T. FIbaff-CI­Ic ..d Siri-M-81.1 Hannual 6&#39:8 "ot:IrcP.ot?,q..t: Glued 1=112026 P16 yes yet MIA Composite Edge Fiberglass Single DoorWILh Sid.11ta, XO, OX a OXO .�,(rctilingiOUtming: adrrl.�, 9 1. Therma-Tru Fiber-oassic and arrootft-st. Nomnal 69#39.8 &.qUot:Inrpad&qua Glazed 1213112026 No Y. Y" WA Compass Edge Fiberglass Double D=,.-Mh of veldhout lad"It" 4in"In gfOutswirg: XX or QXXD carligurat's) 10 J� Thaho.-Tn, fib-Cliato d,9m..Ih-St,l Norni-I a�, I #Si;0 &q.ot�Innp.id&q.ot. Glit-al 12,�311202E N Ya. Yes NiA Compa.alt, Edge Fiberglass Single Door thn"Ingfouts-Mrig; X ­11gurant.) 11 It. Therma-Tru Flbor-ClasSio and anincon-0tar Nominal 8&a3e.1D &q..t:Innp..I&qidt GI ... d 12J3112026 No y0i, Yes MIA Caffiramitt Edge FiberobaesSirigli, Domwith Sneffints) (""'hiaiCulswing; XD. OK or OXO configunaldn" 12 1. Tharrue-Tru Fib-Umeara and 5moofl�Suir Noarral 88#38;0 6quot:Impftct&il Glazed imlaam No yet Yes MIA Composite Edge Fiberglass Double Dom with or without 8 deftes (in"Ing0uhaving: XX or OXYO configura:ionts) 13 Than-re-Tru Illb-Classis ad rn,xialli-St. Nannal G&II39:5 &.qot;lmpaaMquot; Glued 1213112026 No Y. yet NIA Molded Open Composite Edge Fibvirglas, Qlrigle Door fln-ing.40.1sning: X sonfigurshon) 14 a. 11han-7n. Srndh-St., Nominal 6&#39;0 &qNot;Impad&q..t; Gluad i2131=6 No Yet Y. NIA Molded Open Composite Edge nbargl-e Single Dam with Gludl Wd.d Open Sidelithisi ilhowl'giout-ing; X0, CA or Oxa.-fig-tim.) 15 0. Th.mrq.T. FIlb-ClaSsto andSmooth-Ster Numnal 6a#30:8 &q..t:".d&ql QW-d 12)5112026 No )'as Y. MIA Molded Conn Composite Ed@e Fiberglass Double Door k-M wwilhoaul Qued Moldild Open Sidelftoo (IhftIng1OLASrQrhg:)QK, " OXXO t0afigUrialehli) 16 p, Ths­Tho Filb-Classla and Smcclh�Star Mannino] 69liM;8 &.quW:Irrxsv&quat, Opel- IMI=6 M. Y. Yes MIA C-p-st. rill Fiberm.9. Single D-r with Moll Op- Sdoltters) 01111411WUtSWIng: XO. OX or OXO conflig. hill.w.) 17 C. Thaffira-Tra Rber-Classic and Smoch-Ster Nominal 6&#39;8 9quot;ImpactiLiquot Opaque 120112026 NO Yes, Yes WA Cornposho Edge Fiberglass Double Door with of with out Glued Melded Open Sideliteg (IrswingtCutswngl: XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw, 1 art 1WW Code Entity or Date Dab Data Parl'uni; Data Was vonslon III Contour linadnionare.1-toorese Validated W Wildhad Sudistaftsid FSC A-thaval Ainaraved st� R.Asion 2020 POTIndustriss wo CF Jon, Riot Id miliff-d-Dide BCCO - _R Mlerni-Dado -0 - VAIL 11119`2020 1012812020 W24MM Approved cassir.ry, Exist., Doors (041) 480-0100 (78a) 315-251)(1 lau"Catigiary: 211ding atitror Door A.chribliet Jrodow&kI@rpgfiadusIre&e I..pran.. Who& C.Itiffi-tinni Mark or _I�tlrg orn tiatiR51--lim Produ QuillhiAas - - Apdr.-dft Use Approved for Use broad Dealm 5-40 PinactLd Model, Nurrharm Nam Rr.dust Ditirielp'll- Cmtm�E Dam M 14VHZ Cut�sldia 14VH Re.1staint Fro— 9 80E)_5570 �L. Igs Msak "p-tiI 'Any[ Suding GI.. Door yes Y. Yes M/A March 6, 2023 PIRK)"DUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please proAde the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date I 1. EXTERIOR DOORS iFiber-Classic I A. SWINGING Therm aTru and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psif 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40,.G psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 800018100/8200 #1105 (SX7) FL824&3 +31.0/-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf, 12/31/2023 D. METAL LOUVERED DRS Curries DiAsion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537,1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499..2 +60�0/-60�O psf 10/8/2023 PGT Series 5500 FI_239�2 NIA 7/3012025 Pella Corporation Series 10/20 FL112066 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 512512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-5ro.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL k SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FI_13192�2 NIA 1.2/3112023 B. SOFFITS Alside Solid and Vented Vinyl Sofrrt FL15272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Solt FL16544 R5 +54.2/-54.2 psf 7/3012023 C_ OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/1612025 B� UNDERLAYMENTS Tamko (11or Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof)i POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED Dr. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580,3 NIA 12/3112024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/1012025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 SO SHUTTERS A, STORM PANELS Global Protection Products Galwnized Steel Storm Panels FL15076.1 - FL1 5076.2 NIA 12131/2023 All Amedcan Shutters & Glass Gahilanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Stnictural Conn. see chart Simpson Stmng-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FI 2197.1 - FL2197.5 N/A 12/31/2024 C� ENGINEERED LUMBER Weyertiaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete ProductSL, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 Florida Department of Business& Professional Regulation Page 1 of 3 Building Codes and Standards lt25022 Product Approval Application Detail Q= antirwor Date Date Care Pendird: Date T-e Version MainufacAllre, Carried Engineer & Lice nse Validated valJoil" Submitted PDO AWDOVAt ADMVed Slaw a Revision 2020 Tharma-Tru Corporation SteveJasperson Lyndon F. Schmidt P. Ryan J. King, PE_ 07123/2020 07JID2020 07fNi2021) 1011 SIMI) Approved Category: Exterior Door (8001643-7628 FIE-43409 (813) 767-6555 Subcategory: SIMinging Ederim Door Assemblies slasparson@therninitru.ca Compliance Method: Evaluation Rialomitfrom . m Flodda Reglbared Anchlbact or . Licensed Florida Fr.f..I.n.1 Engineer FLX20470-R3-Pr64V0J Quality Assurance ApDrovedforUge AlaprovedforUse tmna,t Densidin SGq ft Pr,,d Model, 11", be, or Name Produat Description ContractExpirallon Do In HVH Outside HYHZ Rtuallitarit larratisurs, 1 at h:1 aL_"u I bor-Claissi. and Smoloth-Sta, Nominal Mili 8quodmiatict&quot Opaque 12J31f2Q22 Yes Ym Yes WA Composite Edge Fibergl­ Single Door (IruFWng1O.tswN; X confill.nti-) 2 b. Therma-Tru Fiber -Classic and Smooth-Ster Nominal U#39,,8 9quodirripactliquoll Opaque 12131f2022 Yes Yes Yes N/A Composite Edge Fiberglass Single Dcatirwilh aidelke(s) (InsvvinglCutswIng; XO. OX or OXC configlurallons) a c. Themna-7ru Flber�Casanc and Smoloth-Star Nominal M#3g;8 8,quat;Impact8xiuot; Opaqu,a I N31 =22 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sll XX or OYXo configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3aD &quotImpaCt&quot, Opaque 12r3l=22 Yes Yes Yes Nl Composite Edge Fiberglass Single Door (In6wirglOurtswiturg; X.configuration) 5 Theenria-Th. Fb.,Cl .. i­nd S-.th-Str Nominal 8&#39;0 8q..tI.p.ct&q.dL.. Opaque 1213112022 Yen Ye. Yet NIA Composite Edge Fiberglass Single Door with Sidelfte(s) answrglOunmving: XO, OX or OXIO Configurations) 6 f. Therma-Tw FlosClessic and Smooth.8tar Nominal W#39;0 &quotimpactrikquort; Opaque I 2J3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dom with or withm, Sidelitea (InevifinglOutewrig. XX or Q%X0 rifie.niiiansl 7 g. Th6ma-Tru Flhar-Classic and Smooth -Star Nominal 6&039;8 &quotImpect&quot Glazed Composite Edge Fiberglass; Single Door lmi=� yes Yes Yes NIA 8 h. Therma-Tru ribw-Cassic, and (Inswung/Outswing; Xconfiguration) Nominal U09; 8 &q­l lmpct&q.at, Glued Composite Edge Fiborgilass, Single Dwr wath 1MI12022 yo. Yes Yes NIA 9 i, Thermat-Tru Fiber-Cassic and Sirridoth-Star adelk"(s) (Inswing/Outowing; XO. OX or OXO odirifig ulints) Nominal 6&#3g;8 &quont'impactl4quot; Glued Composite Edge FIt"glarits D-1:1. Do., with or Sidislites IM112022 Yes Yes Yes N(A 10 j. Therma-Tru Filber-Classlo and Smooth-Slar without (Im"'ingliOutming; XX or OYXO configurations) Nominal 8&#39;0 &quct;Impact&cIuot: Glazed Composite Edge Fiberglass Single Door ivoi/2022 Yes Y- Yes NIA I I k. Th&m@.Tm I'llear.Classle and Smath-5sn" (In-Ang[W-ving; X oonfig.tars-) Nominal 8&939,0 &quot;Impact&quqt; Glazed CompostrasEdge Fll�arglaea Single Door voth IM1W22 Yes yes Yes N/A 12 1. Theamere-Tr. Fiber-ClIawl. and Srrloch�Sbau­ Sidell"(s) (InswinglO.bevving: XQ, OX or OXO oorifigursti.na) Nominal 8&#39;0 aquotimpactili Glued Composite Edge Pitamglansis Diouble Door with or Sidelites 12J3112022 yes Yes, Y.. NIA 13 m Themana-Tru Fiber -Classic and Smooth -Star without (Inswing;�Oubswinlg XX or 0= configurations) N..=rB Irl.p..t& uol; Opaque Court d;a F gloss Single Door with 12131f2022 yes Yes Yes Nl 14 h. Therma-Tru Fiber,Cauld and Synoth.Star oll N­ =,Llq 111,1,111,111"IrIlts"', .1111. ; 11 'd Ox0configwittiQns) Nominal 6&%I8R;B &qu&4Imipact&quot; Opaque Compositte Edge Fiberglass 0- ble Dom with I D31 M22 Yes Yes Yes Nl 15 o. Thernot-Tru Filber-Classio and Smonot-Star &qu.tNcn-Impam&qu.i: Sidialite. (I n.Wrrgf0.ffsvi rg; OXXO configuration) Nominal 8&#WD &qvMImpect&quot: Opaque Composite Edge Fiberglass Singlo Door Mth 12J31=22 yes Yes Yes NIA I G la, Tharrha-Tru Ribiar-ClassIc and Strnooth-Star aquol"Non-In"Pectaqunat; Sidelffe(s) �nawngloutswirg; XO, OX or OXO configurations) Ncmin2l 8&29, D &qum�fimPet&qu.1; Opaque Ccimp.sh. Edge Fiberglass Double Door with 12131,2022 Yes, Yes yee NfA &oiu,n;Nxxr-Impsdt&quot; Sidelites (Insovding/Ourt-Ang; O)= configuration) 17 9� Tharrinna-T. Fib-Cl­i. and S.-th-Slar N.nniral 6&939,8 &q­�N­-mpaadt&q..t Opaque 12J31= Yes Yeas No NIA Composite Edge Fiberglass Single Door (I risoning/Outsviiing; X confIguration) 18 r. Themrs-Tru Fber-ClosaiQ and Smiouth-Sta, Nominal INII 0quo0on-Impato6quot. Opaque 12131M22 yas Yes No NfA ComposhonEdgis Filbaergilesna Single Door oth SiMte(s) (InswingtOutswing; XQ, OX or OX0 config unnions) 19 s. Therma-Tru Fibec-Classio and Smooth -Stair Nominal 3&#39;89quotNoh-Impact&quot; Opaque 1213V2022 Yet Yes, No NIA Composite Edge Fbargl6sis Double Door wth or out S allies Inewng/Outswing;X or OXXO configurations) 20 t, Thiamse-Tru Filber-Claussic and Smooth -Star Nominal MM,0 aqqot;Nm-lmpztct&qum Opaque 12JW2022 Yes Yes No [IVA Composite Edge Fiberglass Singlia Door (Irrisolinglout.wirs; X confiat.ination) 21 u. Theirri Fiber-Clast and Smooth -Star Nominal 8&01�0 &quoi;Non-Impact&quot Opaque 1,20 t2022 Yet Yes No NfA Co mposite Edge Fiberglass Single Dom with sidlaiite(�) (Inswironoutswing; XO, OX c, OX0 conflooriatonsl 22 Therma-Tru Fibei-Classo and Sinooth-Star Nominal 88,43" &quoLN­ I.p..t&q..t; Opq- l2t3l= Ye. Yes No MIA Composite Edge Rberglasis Double Door wth or withoutSidefil (InievvinglOurtswing: XY or OXXO configurations) 23 Thiramna-Tru Fbas-Cliassio and 5mooLh-Sta, Nominal MOMS &quaNm-Imp;ac[&quoI; Glazed lWV2Q22 Yes Yet No NfA Composite Edge Fiberglass Single Door 0 rawrigIOUrtuarang; X =figuration) 24 Therma-Tru Filber-Ciasustic and Smooth -Star Noinal U#39;6 kitot.Nort-Implaot8quot; Glued 12131)022 Yes Yes No MIA Composite Edge Fiberglass Sintile Door with sidelbac.) (InswingiOutsWirg; XO, 0)(or OXO configurations) 26 y. ThermaTru Filter.Classic and Sm6oth-Sair Nominal 6&489;8 &quot;Nm-IMp2ot&qUOt; G1229d 1213l,'2022 Yes Yes No MIA Composite Edge Fiberglass Double Door Wth or without SWO'bes (InswinquOutewing; XX or OXXO confIgurdions) 26 z. Themna-Tiru Filo.r.Clausso and Sirmoth-Itar Nominal B&I039:0 &quot,,NmImp2ct&quot; Glazed 12/31N2022 Yes Yes No NrA Composite Edge Rbergess Singlie Door (Insnaingfoutswing; Xoortfiguraiton) 27 ze. Tharrina-Tru Fiber-Classiv and Smooth -Star Nominal 8&039:0 &quotNor­ Impact8quor, Glazed 12131/2022 yes Y_ No NJA Composite Edge Filborglistse Single Do., it h Siclelie(s) (Inavuihgl)Oua�vng; XO, OX or OX0 Configurations) 26 zb. Therma-Tru Fiber-Caussic and Smaoth-Stur Nominal 8&B39;0 &quot:NmrImPac18qum; Glazed 12W12022 yes Yes No WA C�mipcsil Edge Fiberglass Double Door Wth or without Sidelites (InswfirglOutswing; )O(or OXXO confitiurerlions) Florida Dope rtment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 at 2 irf.021 1kok frafty or Date Date Date Pendim Date Varsdri contact Ertalnaisr& Licajeo Validated 0, Validated Submitted Fac Ararray.1 Amom.00 AM& R.'d,irn 2920 Mi Windovis; and Doom Brent4ftilisoar We Roberto two Staven A Urich, FE 10106/2020 10119/2020 1211512020 App,-d talegory: exterior Doors 4717) 365-330a PE-625-1 4 f7l T) 317�8454 Subcategory- Siding Exterior Door Anemalles Compliance molha. Evallatich R.P11 It- a Florida Registered rld di' is LIcarrsed land. "...'and, Engin r QUalltvAitlyran" Appl-cifor Use ARProYind for Use InI Deisks, 8000 Name Prodl Dossalmlo, Contrit=n Date In HVHZ Outside Ill Resistant Press.. 1 =,Number MINUM SGO SERIES 420 ALUMINUM SGD CX0 No Yet No N/A 145-Y4&quot;x80&.quot: NON -REINFORCED 2 SERIES 420ALUMiNUM SGO SERIES 420 ALUMINUM SGD OX. XO, XX lWlnG24 No Y.o WA NO I-RONFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 42a ALUMINUM SGO REINFORCED OxJ0 IMInQ24 No Y., No MJA 14�314&quot:x9e&runt; 4 SERIES 420ALUMNUM SGQ REINFORCED 6EFIES 420 ALUMINUMSOD REINFORCED DX. 12YMM24 No Yes No WA xo� Xx96&quQi.x96&quot: 5 9ERIES420ALUM)NUM S120 REINFORCED SERIES 420ALUMINUMSOD REINFORCED XKK 12/31f2024 \ No N- 1438quot:x9"quo% Virtual Revie SS1 - t, Florida Department of Business & Professi.rial Regulation Plans Review complet Building Codes and Standards for com ed a d ap I( Pliance with the OC Product Approval Application Detail by nah.. A 020 F4C 74t,;�:_ 11 IOZD21 ai _n� Cellist Enfity Datia Date Dabi Fandrea [We TV- version MAnufal�itir4r Cointsel End,- & 141.ons, Validated By Validated sularnifts FSC Approval Approved status R.i4son 2020 wera-D.R..'. dWift. movairria;ad D­ O.ayr.Kdral�h Jon E S..t.s Jeffrey P. Aniio­, PE. 10AW020 01)(2012020 1012342020 121is/2020 Apprwed Corporatio (330)763-$121 PE-51737 (9Q4) 821-5200 Category, Exterior Doors dKoanish@waYnO­d3IIon.a stibcat'lliny! S.duan.1 F�tsi­IW DowAssemblim ""piler- Mothad: Evaluation Repcit frotna Fields RiegrstertdAr�rftent or a Uothisad Flords Professional Engineer F L*W48-R20 Products Q-11t, Ai'vneoca, Adign-W far Us, for us, Imprint Vast- $009 Prociuct Model, Number or Name Product lJOSCIIIA1011 Cma.pt Eir.1raton Date In HVHZ Outside HV ftelsbant proas.. 3 8900181DW200#1105 S&#19: Max width. 1Wn: M. height. Glealina 1 M1,2023 No Yet Y. -31.00�35_00 available In top or Intermedise, soation. 10 80OU100MM #1123 la&#39� Mon; width. 14&13.9'. Mex holght, Glazing iWi=23 40 Yes Yes -30.001-33.50 available In top or intorniedisda sedica. 11 8000081 004200 #1 t24 169*39� Max width. 14M9: Max height. Glazing IVIV2023 No Yet Y. 34,401-315.30 a,ailabl. in top or Intartnedato station. Florida Department of Business & Professional Regulation ra2.1 at I Building Codes and Standards lav2V21 Product Approval Application Detail Code ErAlly or cars Date Dal. Pitudinia PM Type Vortion Manufacturer Content Engineer & unanst, Validated By Validated submittal WAamoval Arporove Status F.0sion 2020 Cuml DIvision ofAADG, Inc. Tom Rattaly UL LLC Troy Bishop, P.E. 17JIW2020 12101(2020 1221=0 APProvad Category: Extedor Doors f954) F14r-OWO SubCatelairf. rXI"'o-DwComporents ConalaIll method Certification Mark ar� Listing QuoidlWAsisurgai;ft Appr.,ahJf_.rUso Ampir-sil for Use Impact Postill, S.-Al Fro Phaduct Description contract Expiration Date in HVHZ outside HVNZ Resistant larxissum as T Single and Pa Irs of fliish, Glasiad, ad Louvered single and put, or 12131121125 Yes Yes Yet MIA Ddora hdfw metal dome - Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail pase 1 d2 i5QD21 Cod. rntm We Date net. Pending call. T­ version MarnutsubureE Validated Ev V.11dat sularrutod FSC Aduraval Artmoved .91m­ Revision 2020 MI VVIndowstand Doors BrontEatiloger Amerlean Architectural Steven M. Uneh� PE I "7�21)20 11117M20 11127M20 Approved Category: Windows (71 TIZSO-2300 M.nufsotm-a Aabcliation (717) 317-BOV suldCat.gary, Single Hung Corniollanoe Method: Carthodon l a Listing Quality Assurance Ataidr-edforliss Aporoved for use ",sot Diamin SOKIA PrM, MoM. Numb. or Name Product Dewledon corlwaint expiration veto In HV11Z WSW Resistant Pressure 2 Ts 52x72 FInParige Front IGM Single Hong I OA16(2023 No Yes No -601-60 Gl­ -4-0 (D a) C_ > 0 0_ CL 0 0 L_ M -0 n CU 0 0 -cu 0 2 c- = M 0 0 CU U_ 0 > -0 (D U) E 2 CU U) E =:3 CIO Co 0 > 0 < 4_0 0 U) M =:3 < -0 CL 0 ML W < c) Z SHEET NO. PA 1.0. A .AV -6-0 (1) (1) I _= — ii a) -#.- Florida Department Df Business& Professional Regulation page 6 .1 9 Florida Department of Business & Professional Regulation Page 1 ofi Florida Department of Business & Professional Regulation pog. I oil Florida Department of Business & Professional Regulation P9961 of 2 -0 > = C-) I Building Codes and Standards 1125M22 Build no Codas and Standards 16,2D21 Building Codes and Standards 1512021 Wilding Codes and Standards I 02321 a) Product Approval Application Detail '0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a) CD = 0 . - - I � L_ � . I I . (3) C�L 0 code Entity o = Date Data Pending Date Code GrAlty, 20- ,ke U'le-dina that, Code Ismity or Date Data gets Pending jW& I Code Entity . Mk Data Pat* pending PM - C CD -0 Q_ . Im version Manufacture Comact Enalneed-&LIcilmse Validated 8 Validated Subma Itted FBC Apping,tal Approved statu I - Manor, 1 '70) -1-0 (3) (D R-iiscri 2020 Thaear-Tru C.,pwaticm Stave J-P.-ii Lyndon F. Schmidl, R E. Ryam 4. King; P,E. 10107.12021 QW1812021 1011312021 12M512021 Appr-.d Tim Version 071tea engineer & License Validated Bar Validated submitted PSCAnvilovall Ajaproveal Status TVII Va.!- thuror Contact scalding, & License Mandated lev Validated gwannia FKCAppm-1 Acom,,d status Tv'ro, viml M.A.fachumol Camacit Enchre-9 Liorarea, Valfid,fied By Validated .S,bmltt,d FBC Approval Ancona, statc,c GatisgorS(L'F,t,s,Iw Dows, (800) 643-7628 PF-43409 (813) 767-6655 Affirmaticir �020 PGI`Ird�atrlae jos, R-alil Morelli MCCO - C�R MI.mi-D.d. BCCO - VAL i1105020 il,OK020 1111112020 Approved RieValibn 2020 MI Windows and boons Brent oflinger American Architeciticall Steven M. unch. PE 109191202a l(v0dQ02G 19p9mr2o Approved Rievelex, 2020 MI Wind- a rd Dwra Brimiatlingler Arrant ... Architect-] Steven M. Lhich, PE 11/22)2020 1 V2212020 1=912020 App-d 0 — (n :t:� SubCategi Swing! ng F�teriadr Door Assemblies sjaspersorl@tharmaIru.co Category: Windows, (941)4WIGO (786) 3i 5-2580 Category: Windows 1717) 35543oa Manufacturers Association (71-0317-8454 Category: Wndows (717) 3&5�300 sisnuenct-A-latfin. (7M 317-8454 Compliance Method: Evaluation Respicirthorl M Subcategory-- Snore Hong froemki(iliplydridoinezo $ifibCategwyn Horizontal Mid. b,it1Ing.,0_nmwd.co. SubC"i Fixed lbsitingeeQ.tud.corm Florida Registered Archibectora Licanged Florida complum. leaffrod: cariff.sti. Mani or ustrig on Complain. Method Confificatori Mark or Using Complianc%, Method. C.ff.a6.n Mark � Listing (3) -0 0 -0 _a Professional Engineer I I I � '­ - I — -11, ,,,, I I I -1 - 1-11, � "I I'll I I I I I 11, I I I I I 0 . FL4084(sitprodi I I I I r I I I - I I I I I I I Fl,45361-Riawtadi I I I I I � I I FLOISMIll-Rilit PBalgi . � I I I ,� 11 FLjsb64aj�R7PPadU0w , - , I � I -, 1, - ' ' I I I I I I I I I 11 -1 I 11 I I 11 I � I I 1:1 I ­ I I 11 I I - � . I I I I I I I I I . " I I i ;1 I I , " � I I 11 I I _ � I I 11 I I , � I I , 0mallWAssurandia Acerowdl,tijes, Approved for Uji, Mccaldt neal..' I I le, , , I ­ , , " , I - I I ­� I I -'� , , � ! ,_ " , . ,:� � '� : I I'll, I 11� � � '' I 'Qualih, As .... noe Aparannell for Us, Ao,r,v,d ft, Uss Immect Dansicin OuallurAesuranco AppimodforUe, Appul for 'Jae Impact Veslar, Cc 0 E_ = 0 �1: Quality Assurance Airproyadjon-Use Approseedforl.1ste Impact aum Att" lemduer Model. Number or Name Product Ossoription Contract Rionlrallon Date In HVKZ outside HV Resistant Preamrs $a- is Product lch.d.L Number .' Nam. Product Decarficticirt Contract Expiration Who In HVHZ 0.1sidde HvHz lissistarit prarvaurin 0000 Product Itiodel, Number or Name Product Dosecili intract Expiration Date In HVHX Outside HVKZ it-fincent pressure = 0 LjL_ — Sao # Product Model, Numbetrol-Name Product Description Contract Exiolratioln; Date in Hvfiz Outside HV14Z Resistant pressure 2 SH5500 (Large Waahe impact) Vinyl Ghnii Humj Wind- 07?30=25 Y.. ya,i Y. M)A I i IN Fir, and Flog. FF- 7S.62 I caul" Ga- 02MU2024 No yea No 1551L55 1 185 PW 73 x 72 Insulated Giss. 64M=23 No yes No -M-80 = - - 1 a Therma-Tru Fiber -Classic end Smactfi-Shic, Nominal ftsll3e.8 lilquo0on-Impacti Opaque 12t311/2M No Y.a No MIA CID O -#--f %4-.- M Ownposito Edge Filbeglasse, Single Door C13 O > (InswrigfOurtavAng; X Configuration) 2 2 b. Th.-Tru Rider -Cal and Smooth -Stir, Nominal r)&#gg:,8 &qtad�Nor-mpadb&quot Opaque 1213i/2m No Yes N. NJA . - Conriptiate Edge Fiberglass Single Door with Q) L_ -1i.-O (� Sidelite(st (InsvongnOutsviing; XOL OX or OXO configumi-) ' F U) 40 M CD - a c. Thamis-7w FlIber-Chilisic, and Smooth-Sbar Nominal 6&*80:8 Bicluent,'Non-Imp-Mquot: Opaque 12J3112= No yo. No MIA Ill E Fiberglass Composite Edge Double Door vAth or = without Sidelies (InaMng1Outsvvng� XX w OXXO �_ -0 . - W < configurations) 4 d. Themna-Tru Fiber-Classlic and Smooth -Star Nominal 7W@, 0 &quoI;Non-Impai;t&quot; Opaque 12J3112022 No yes No N/A Composite Edge Fiberglass Single Door (InsWnWOutswIng; X conliguiation) B a Themna-Tru Fllpar,Classlo and Smooth -Star Nominal T&#Se' 0 &qtict Non-ImpactSicluot, Opaque 12131i'2022 No yes No MIA Composite Edge Filder2law Single Dow with Sid.lita(�) (I meveinglOwdsWrig; XO. OX or OXO configurations) 6 I, Tiverrince-7-r. Rbw-Cl..I. and Smo.th-Ster Nominal B&#32;0 &quot;Non-Impectisqual Opaque 12al/2022 No yes No NIA Florida Department of Business & Professional Regulation Paget oft Florida Department of Business & Professional Regulation page I or I Florida Department of Business & Professional Regulation ],.a. 4 a I Composite Edge Pi6eiglass Single Door Building Codes and Standards IKIM21 Bifilcling Ciddes and Standards I 6,12021 Building Codes and Standards 102021 (Ireaving(Outswitig, Xcionfiguraction) 7 g. Tharma-Tru Fbier,Clal and Smoorth-scar Nominal s&#W:Q8quQt;Non-Impad&qCjoti Opaque 1=1=22 No Yes No MIA I% Composite Edge Fiberglass Sing ke Door veth Product Approval Application Detail Product Approval Appific ation Detail Product Approval Application Detail , Side ite(s) joavvirigilOurtsoving; XO, OXor OXO � donfi',mardons) � I . 8 h. Themna-7. Fiber-Classio and Smooth-Ster Nominal 6039;okuoI;Nw­ImpadAquot; Opaque i2iSI12022 No Yes No NIA 11 � I- I'll � � C-posite Edge Fillearglast, Doubt. Door Wth ., C."he Baste or .Qdl Ded. Vat, Panama we Cache Ents, ]let- Data Data ft.dine X& Code Entity or Data Data net, Farldifire Data without SIdelites, (I nevving/Outswing; XX.r OXXO cannifigurationa) TV- Vension lithmunacittir, Contact 54"claver It Licerea, Validated By Validated Submithal FDC: Aggroyal Act-ved Status T­ version macreiracd.- Contact Emilng,r& License Viditledhadlih, V.1kiat'd submitted FaCAmroyal Aypnv,d Atto Type Vorsem Mainufluturtir Contact Zricalre.ir & Lloorag Validated Dy Validated submitted PSC Apprereal Approved Aula 9 L Therma-Tru Fiber��Iswsio end $mooth-Star Nominal 6&#3Q:8&quotNw-Impwct&quot. Glazed 12t3l/2022 NO yes No NIA Affirmation 2020 PGTIrl Joe R-ell Marni- Dad. BCCO - CGR Miarm0ada, BCCO - VAL 1 11W42M Ilmm2o 1111112020 Appe"d Ret,ision 2020 MI Windavo end Dodra 13-tSinfing., Luis R Lomas, PE Steven kill lunch. PC: loffla= 1,0106no2o 1,0110020 ID15=20 Appr-d Affirmation 2020 RGT Ind.atriess, isina R�­ic! MI-d-i 8CC0 - C:ER Mlaml�Dido IsCCO -VAL iliosrA20 iimSnax 1111 i/2020 Apprpled , Composite Edge Fiberglass. Single Door Category: Vfind.,va 041) 48BVOD (766) 316-2590 Category: Wirl (717) 365-�1300 PE-62514 (717) 3174454 Catteriecry: Wrid-s (941) 486-0i0i) (766) 315-2590 onvAlng/Outtiong; X configurstici � n) SubCatagary: Fixed Irroola'skitilpljondustresd aulac2togary! M.'a-s bsiftlingenCrilwc.rona sulacat"Only: Mi Iros-slilOpgthicusulaso 10 I Thernial-Tru Flber�Classlcwd Smooth -Star Nomha�.B&ng�8&quot:No�imp2ct&quot; Giusti 12i3l 12M No y es No MIA fl."til.n. Method: Corillideflon, Me rk or _h4iin 9 - Compffarl Metlect Evaluation Report tom a ComplJenc. M oth od: Culticalbw Mark a ualing .M , Composite Edge Fiberglass SI ng le Door vAth I I � I I " I Florida Regliker.&I Ar�chlt.ct or a U-..d Fic,rida I Sidefifte(a) (Inswr9fOutsaying; XO, OX or OXO lil,4243-424PIrodu I . I I ; ''I I _1" I I I - I I 1� I � -1 - , I 11 Prof-ioned Engineer PLOMA131'er. I - I I I � � I -1 I I I , - I configurations) , - I - I I I ­ I - - - : I - I 11 k Thernici Filber-Classic and S-oth-Star Nominal 86#39:8 8quathion-I mpsecftucC Glazed 12131 P2= No yas, No NIA Adc-dfort-1- Awravad Toy Liao, Imil pealon FL015153.11t0toduits I I - -, . I I I . I ­ I �� I 11 �' 11 I I - I I Guam, A,actienso, Acicrovadfauss A,,,,,d for U., InI D,arl- Composite Edge Fiberglass Double Dow Wth or 91-0 P,cc,d Moded. Number or Name, Producit Nacrictim Cigmt-1, ExuludicP Car, I, HVHZ Outside H R,,',tal pirsexure 1- I , 11 I I . . I I— r I I I I I I I I ­ I I � Sao# Product Model, Number or Name Product Description Constraol Expiration 991 In HVHZ Outside HVM Resistant Pressure without Sidelfts (IngvAng/Ou*Anji XX or OXXO 5 PW-5520 (ILiers. Missile Imp.&) Mnel Fixed Wml­ 000=25 yec Y­ Y. N,.� A....'rifivu., Aral far Llaa imAgi Election I Mi to- All Doore send Windows Aluminum Mullions 0$126(2020 yes Yes yes NA comfigurai 2111ILE Prec.et Made, Where- Monte Prodipet DocrintIm, C.ant-i kalpall." Data W HVHZ outside HVHZ R.vftiaint Prx.1Q. 12 1. Therma-Tru Fiber-ClassiG and Smooth -Star Nominal 7&#3,)�() &quot,Non­Impad&quct; Glazed 12131 i2022 No yes No NA 2 5784 Veri-I Ad-ii Mullion 12GIn'324 No ye. Yes Nf,A Z I Compoeils. Edge Fibeerglass Single Door firtswingto.tavving; X configurecti-) is .. 71-me-T. Fib-Clia.e-nd Smooth-Sle, Norminal 7&#39;0 8iquot;Non­Impacb&qLu* Glazed 12,31=22 No Yee, No MIA Composite Edge Rbeglass, Single Door with Sidelite(a) �nswingin)utslwrg; XO, OX or OXO cwifiqurstiwm� 14 h. Tharvi.7ru FlIcalr-rhMillic And SM00i Nominal 8&#.�9;0&quot:Non-IMlpsCt&qucZ, Glazed 12/31 Q022 No y6a, No MIA Composite Edge FlIdergnerica Single Oow (InsivIngfOutil , , ; X configuration) 15 o. Therma-Tru Fiber-Classio and Smooth -Star Nominal 8&#3g,0&quotNwi­jmpsct&quot; Glazed Inji2O22 No Yes No NA Composite Edge Fiberglass Single Door With Sidelite(s) (Inswing/Otunsvong: XO, OX or OXO Florida Department of Business & Professional Regulation Feast VI Florida Department of Business & Professional Regulation Pass Z.f2 Florida Department of Business & Professional Regulation FWe3&4 configurations) 1 51 p. Therma,'Tru FIbler-0assic and Sinicath-Ster Nominal ff&#32;0&quot;Nw-Imp2ctl Glazed 12131r2022 No Yes No NA Building Codes and Standards 1 AK021 Bui Idi ng Codes and Stance rds 1MI2021 Building Codes and standards 30.023 Composite Edge Ridergass, Double Dow with or without Sideli (in"inglOutswing; )0( or CXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Therma-Tru Filow-Classic and Smooth -Star Nominal 08#39;8 8quolL.Mor-Impactl3igu(t Opaque 1213112022 No yess No NIA Corriposhier Edge Fiberglass Single Dolorvvith __ __ 11 I �_' -- Trarsom(InswNtOuds-ing;Mconfigurartion) .... I'll _. I W k W 16 r, Thermal-Tru Fiber-GlassiG and grindoth-Star Nominal S&#,39;8R,quot;Nw­,Impacsi&quot Opaque 1213112022 No Yes No NIA code Entity or Datsk Data Pass Pending PAII Cc& Either . Date Dw. Date Pontine 2& Code Entity Am Dire Date Poding Data C.mp..iba Edge Fibeaglas. Sing I. Door e,ith V-1on ifleouriaet- Carted R-4- & U,­ VAlid,f,d 9, V21khatiad submitted Fac Approved Aao,v,d version Manufacturer coni-i rivairear & Litanne, Validated ay Y,Iid,tdd submitted FOCApacrannal Anerowil statun, Sid.Iiia(.) and Trans.. (I­mgl/OuI-�r­9 01XO. .B= Version iflacaractomer Contot Endriass-& Ligisme Validated B, Validated Submitted F3G Approval Acerow, Mad- mm a" TVda OvOX or OlOXO carfiguratleins) , R.�W,xi 1020 James Heirdfi. Building Proolocts. Inc Chad Dierolkii V. Ardra� Tim John V-drind, RE 0IM512021 1M4n020 DWO/2021 ding FSC Appr. R.A.f.n 2020 Alsid, Nick Thompson Ly,d.P F. ilichrinkil: P.E. Ryan J, Klein, P.G. 0211d,2021 OW15/2021 Ci W312021 Approved Ra,A.Ian 202C GAP Michael 3tich Robert Morahan John VV. Knozovolh. RE 12119=22 12)17/2022 12)2012022 0210712023 App,owad 19 s� Thernia-Tru Fbor-Classic and 8mooth-Star Nominal S&039i8&quwNw-InVaotRquot; Opaque 126112022 No yes No MIA Castog.'ry.. Paral Wells (909� 545-BaS9 PF,81062 (352)S��7-25ll!R Category: Final VV2111 (33D)r,22-2303 PE-434C9 (SM 7137�6555 Category: Racine 000)1`66-3411 PE-60186 (R54) 772-0224 Composite Edge Fib.,g lam Sing]. Dow wth SubCaultiory-. scing chad.dieroul@jarri.sheedl s.bCdati.y: sollift nthcmpavcn@aWd.­ Subcategory: Asplivit,91hungles m'tio@g.F... Sidi 0 ... ArglOuthewi.g- XO, OX w OXO Compliance Memocic Evaltiatim Report twe a - Compilaree banned! 2vicluato ReFaxt frem, a Cooriallaresillethod: Evaluation Report firem a mi Continuous Head and Sill co�figuraboral Florlds, Registered Ardiflad me 1.1coved Fiords Florid. R,gI,tan,dA,.hIto,t­ U-sed Florida Fiords Registered Architect a a 1.1caread Renda 20 I. namirl Rber-0assic and Sninotin-Star Nominal 8&030r0 &qt4t,Non.IrrVad1%quot; Opaque 12,3112022 No yes No WA Professional Engineer ProessaI E.glms., Professional Emimear Composite Edge Fiberglass Single Door with I � I I � I -� I I I I I - � I ,,, I � � � � I ' I I , I I I I I I � I 1- , I I L �: I 11� I � I � . � ,- �"_ I I 11 � I I I I I �11 � � , � , I � I, I FLO � I , I �'�"' I I �� I , 11 I I � � �' 11 ��": � , �')' �' �"'.'1111 I � "­­" I r, ,,,' � '11 I I ___ I - ­ I I � , , � , I I I � 1, ' ,-;" , I I I " � fLgj9kd�a_Produ,i, _� I I I � 1, " � - , � I iPiradu ,-, � � " - I - , I ' I ",: " � ' I , ,�' I � � _ I , � , I I cis I � , I L , , " " 1, , I � " �� I 1� Sidelii Onevvinglouteveng: XO,0XorOXO I I 1, _"' I " , r � - 'I'll FW01j,4,R3]iiEjWU , , " , . i I " I , : " � , , � " ,,, gils � I , I ,� - � , , , - I , � " , : I e: I" � � I I I ,r � I � - ­ I - - ­ wl � I I I I I I '_� I I I I I � , I I I I " I I I ,: - � I , ' � r' I Continuous Head and Sill confIgurinficans) , - I 11 I I/ I ; , � , � I "I I I , I I I � 21 u, Thermo-Trit Flbar.Clgsslc and Smocith.stor Nominal 6&939;8 &quw;NonumPQct&q.Qt; Glazed 12J3112022 No Y.g No NJA thinalltv Assurance Approved for Use Approved for U. UPW Design C-litir A,surance Ag ... ved for Us. A-rPve4 for Us, 1113121121 D-Ion QuallorAssimance, Aincroyst! for use Approved for use Impact thesho Composite Edge riberg lass Single Dow with sea A Product Model, Number oi� Name Product Deserlicuo, Conihnier Flipliallon Date III KWZ outside lintRz Resistant Pressure see A Product Model, Numbar or Me- Product Description Contract ftpuatl- ont. in HVHz Outc1da HVHZ Resistant Preel all" Product Model. Number or Name Product Opecrethim contrient Expiration Date In HVHZ Outside KV liblislacapt Pressure Sidellba(st Qns�vArgiOutsvving; XO, OX or OXO I C.mpl.rk Lap Biding liber--int lap ading JWJ12023 Y. Yes WA MIA I & &QUdt2T8quot: Sofift 'Vent or Sold Vinyl Sonit, IM1,2023 NO Yes No MIA I 43AF Asphalt Real Sh noes for use in F BC nw-HVHZ Froarghise comforted g-ta b, laminated. 5-tailb and 12116025 No Yes MIA MIA Continuous Head and Sill configurations) 2 H.,d,PI..k Lap siding illax-ma et top aiding lwl)2023 Y. Y.. MIA N/A 2 t, &quot;AjthMc. T�&q.ot; &.1fit Vant or Sol d Vinyl ScRit IM1=23 Me yea No M/A ju'lWl'bons hipirdigo asphalt shurp%5 22 y. Therme-T. Fbar-Classe,and Sm.ath-Sta, Nominal 8&M:Q&quc%tNon-Impgadt%quat Glazed 1213112= No Y`5 No MIA 3 c. S,quot:GreendriarVinhige Bwdod&.#W: SoM Vent or Sold VW Will i 2131 Q023 No Yes No %/A Composite Edge Fiberglass, single Doorwith 4 d. e,quct;05&quet SoM Vent or Sold VW Gone 12131=23 No yea No MIA Slclelite(s) Qnsv,inglOutsvdi XO, OX or OXO 5 a. &qu.t;Ch.rba, Desgq=; Semi Veator Solid Vinyl Soffit 12)3112023 No Yes No NIA Continuous Head and Sill configurahom) e f 6q­Hsi,por spo&qwt; soffit Vote, solid Vinyl Soffit 12131i202$ No yes No NfA 23 w. Therms-Tru Fber-Classo and Smooth -Star Nominal 5&#N:8 8.quot;Non-Impacf&quat Opaque IwI120�2 No y.s. NO NIA Composite Edge Filberglateve Door Panels with Vented Sidelits(s) (Ing,mrigtOulavong: Xy, XXX or X.)= ocrifiguratims) 24 x Thermil F-iber-Classic, and Sincroth-Stair Nominalft#39;0 &qucI;N­-IripaGt&quot; Opaque 1213112022 No Yes NO WA Composite Edge Fiberglass Door Pareals With Vented sridelite,�s) (I nswingi?Outswing; " )0O(w X)D(X configiur.li.m.) 25 y- Therma-Tru Flicar.Cassin ised'Smooth-Sto r Noml�ISM�9:8&quot,Non-Impa&&qu.t, Ghawd IV3112022 No yes No NJA Cemideste Edge Fbarg lam Door Panels, vdth Vented Sidelii (Inswingtl)utsvvintl� XX )OO(w Y=X Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation page 1 of I Florida Department of Business & Professional Regulation Faisal at configurations) Building Codes and Standards 10,11=21 BuUdng Codes and Standards iOM21 Building Codes and Standards iAV202I 26 z. Thermil Fiber-Classi"ind Smooth-Ster Nominal 38s#39:0&quot.N­-Impact&quo� Glued 12f31112022 No yes No MIA Composite Edge Fiberglass Door Parelswith Vented SIdellibe(s) Imm-AngfOutswing; XX XXX or XXXX ProdUCIApproval Application Detail Product Approval Application Detail Product Approval Application Detail confIguratIons.) 27 za. Thearma-Tru Fiber-ClassiG amid Smooth -Star Nominal 0&9s9�8aquct,Nw-Impach%quot; Glazed l2i3112022 No Yes No MIA . I � � I I'll Composite Edge Filbarglesses Single Dow with 3&939;0 1 - �' , "I Sicclithu(s) (InswinglOutswing; XO. OX w 0XO I I - . "I configurations) C.1% I Smity cer Data pwa- lusle p,mclinic Date Code friffty" Date plate Dan, Pending ewe ra� sn MI or Dive Oad. gets penicillin Date 20 zo. Therma-Tru Fiber�Clasl and Smooth -Star Nominal 6&#39,'8 &quot;N­-Irnpact&quot Glued 1 2J3112022 N. Yes. No NJA Illa Va.[- M-lbecruner Contain End-& Uciaresse Validated Ev Vaficla,d isriannited FaC; Portraits] A,- Status Mt& version Manufacture, coatect Enairl Liclara, Vislulalad By y.hdata,t Submi FWA-r,val A ...... d Met, Type V.r.fon Manufacturer Contact M,pilma. & Licamem Validated Fly Validated Sultrinifiad Pao App ... ­1 APP-c! star - Composite S40 Fiberglass Double Door Will R-Islan 2020 TAMKO Building Products LLC Keml Edo Robert Niernmari John W, K-14ch. PE 1W4r2020 OMS/2020 IN1212920 12JISM20 Approveed Revision 2020 L.V. Thompson, Ind, dba Thompson Architecturai Tory Christman Zachary R. Priest Steven M. Urich. PE call TM20 09fllsf2G2G 0942,2,202a 12115/2020 Approved Re,visto 2020 Fords Metal Products Inc. Clem Jones James, L. Bucket. RE@ atervem M. Ulich. PE 09,7712020 0905r:2020 10`0�1320 12116`2020 Awevad 3W" Sidditess (In*vAnWOuts,M.gl: O)OKO Cietegcrry,� Rooting j417) 824-08" PE-511156 (954) 1 772-6224 Met.]. Company jAMCOI (813� 248-24M PE-74021 YlIn317-8404 category; Rodnit �9104) 743�8400 CLUCK E.91-ring (71 7) 317�8454 configuration) Causponn. RoDlhg, tony'a-g.mehifiroonscom Subcategory: R-ling A-s-i- the wasin el.rk@A--.-M PF�31242 2$ zo. Thcrtral Fitasr-Clsl and smooth-5tar Nominal 88,09;0 &quQt;NQn-Imp.c1&quot; Glaz.d 12JS112022 No Yisa No NJA SubCategow. Unclerayments korLedoloarric-cm CompoebsEdge Fiberglass Single Doorwith 3MQ:0 Compliance Mothock EvalvatlonAeport torn a SuItCarstgory: RoolngAcCiesdariolhat arean Intaigrel PCorl RoatisSylaton I Integral Part ofll,e Rocking "tam CoMplian.. Mobvid; E-linition Ropwif-a Sidlehte(s),(InsvorgibutaWng; XO, OX or OXO Florida FineglaignadArchitisd - U.ena.d Florida Compliance Merhod: Evaluation Rapart-rom a Florida RNI.t.r.dArolt..t.r. Limansed Plend. "i'll"I".11A P,.r..i.r.I Fn!jna,r I I -_ I Fiend. Red.or.dl Architect or. U-a.d Fl.r(d. Proteralcmil Engineer 30 A. Therma-Tru Fiber -Classic and Smooth -Star Nw.. );O &quo1LNon-ImpacMquw, Glued 1213112022 No Yes No NIA I - ,_ I - � - Composite Edge Fiberglass Double Dow with F 1.912329-Ast uelas I - I I- I � - I I " -­ I ­ ­11- Professional Engreer � I I I - I I I I - I I I � 1 3&939;0 Sidislithes, (InswrigirOutswing; 0)= Quicelity Assumarics I -, Appro"alfortis. Approved for U%a I lien ... t pleasant I Fu#Iams_Ra1�Pail I I I " I - I I I 1, I I I I , � I FLX214"_R2 4'siducill 11 I I I 1� I I I � I � - I I " I � configuractionj I I � I � , , 1� I - , I - I I , 11 � 11 1 31 -TruFIber.C4aaaIdQnd,SMowth.Stw Nominal 7&#SP;O &quctNon-Impact&quot; shaker 12J31 /20?2 No Yale No NJA $1.9 Product M.dd. Number ,, N.M. product Description Confinsin EwIndion Data In HVHZ oubelde HVNZ I I , Oluallbs Assurance Approved for Use Approved for Use mm Dollar, a. Thermia Ituaixtemil pra.aory Approved for use Approved for Use IM-1 92ft &MILM Produet Model, Number cir Name Proed,al, Describe- Coral lixialf.tio. Data M HVHZ Cured. HVH Raeli.do't Peace- Se,ialsiC.Mposit. EdileGanood Fiberglass Single, 1 TAMKO Roof Underlayments (HVHZ) Re.furdederyinentsfor- In F9C HVHZ 06f2912023 Yes No MIA NYA so" # Product Model. N,,b.a or Name �,rdscjdt DquiridiAl- In HVHZ Outside Hi sessions pne-ne 3 3- FLAMCO $quok;RV 10 Ridge Vent&quot: Alurricurn RIC1,00 Vanua for Pitched recta fabricated 12J31(2024 NO Yes No VA 01=r Win awthout 18*�Q:2 Sidolibe(.) hirt.diedi I TAMCO Fiat Tcp Off-Ridgis Vent with Barflic lor ne 26 go. statempt'votIladorMth tattle 010012026 Yes Yes MIA NA from 0.025'Aurchum I (IntoWnglOurtsaving; X, OX XO wQX0 configurations) 2 TAIAKO Roof U.claftyments (1,1014-HVRZ) Rei.turided.yreentef.r.s. h Pac ..-HVH2 oaaa/2023 No Yes N/A WA 2 TANICO Gooseneck Vent 26 ga. 00/0012Q26 No Yes N/A .04-52's jurededoral. 3 TAMCO Off -Ridge, Roof Verit velth Balk 26 ga, stanto roollvarri Mitt Integrated baffle 09108a,326 Yes Yag MIA WA 4 TANGO Rotmd Top OfFRIdgle Vordwith Bafflo, for Tile 2C ge- stafflo =fyisinflatorielth befits 0&0012026 Y. Yes MIA VA Florida Department of Business & Professional Regulation Fatal of I Florida Department of Business & Professional Regulation P.B. 1 of 3 Florida Dispartment of Business & Professional Regulation Page I a 1 Florida Department of Business and Professional Regulation Building Codes arid Standards 11712021 Building Codes and Standards 117fZU21 Building Codes and Standards IW2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail MM' Em- I IN" U) Code Entity polls tato Date Palladino 2M Code Entity o We 2" Dab Piandin, M code Entity or -4 090 Ded. Pending Date L. In- Verret- Manufacture, Contact Endnater & Liters, Validated Fly Validated 8-hendift File Aimparral Adecroved status Typt V_an fillem.'ecturair Contact E,,I,,,r & Lt..- Validated Dv Validated Submitted FBC Ac,-ad Approved awa TVDO veollo . Manufacturer Content Engineer & 1.1,en. Validated By Vallested 0011,414d FEr Approval Approve Sm- FL#5259-R31 Reviiii. 2020 Lomem. Kirrims, Ji,11ay J-- L Biidma,­� P . Steven M. undr, PE il)=20 IV2SM20 IV2�020 'fing FBC Appr- Samson 2D20 acral Roofing Andarson Role LAPM0 Uniform 2velustion Garyw.W.Incerr 11MM20 11,02=20 IIW2020 Approved Revision 2020 Global Protection preclude, LLC- Tim Robinson W"i TIM if.. P.E John W. K, etamh, PE 09108112020 02108=0 lI)AsV2= 12115020 Approved cotle ErIMny-or Date Date Date Date Status Category: R.oAng (501)983-61M PE-31242 (T1 7) 317-84,54 C.t".rr- Reading (6013 3al Servoiss LLC. (205) 854-0160 Category, Sh.". iRS-11 669-7641 PS44IS7 (954) 7T2­6224 (D lype Version Manufacturer Canta AlMdated By -roved Approved SubCat IT- Floating Accesescries that carein M.11.yelorno-com S.IaCislaiji R.AM9111. Robffiftlersonaboral'oo Subcategory! Storm Pacreux line.robin-ogpicamLao ._ "n lneer& _ Validated Submitted aMd-lag. A2p 'go Complumea Method: Evaluation, Report from a in . Integral PC afthe Roofing System Compillaree Method: Evaluation ReIport *am 4 in Revision 2020 POLYGLASS USA VlauryAllpert, License John W 1012812020 10122/2020 FBQ 1211512020 Carnpil-leatim.d: Evaluation Report from. Product Evaluation Cc* Florida R591slarodArciftect or a Licaneed Flonch Ei­=Yal FlondaRegrataradArottect w a Lk,emsed Florida I ''I '', �- "-.;'', ,� 1- , -"' ' I I , I I I Category: Roofing G95423S1 33OSmaipert@pc)lyglass.com Robert Nierinnien Knezevich, RE I I I I I I �' " :_�� �' � " , _� " -1 � , '' c i � , � � � , I � I ,: � - Professional Enalmuir Prolasecrel Engineer gurrada-sta4hiji ---- 11 I , :� : � �­"' , I I I Subcategory: PE-59168 (954) 772-6224 il/0112020 ''I I � I � I 1-1 I I "I I , ", - � , ", '' � - � - I I � �' :1 - I '_� '' I I 11 I Opalfty Assurance Anvoyed I for Us, Approved for use Impact 2221212 P1141507&Ad I I - I I - I I .1 I I I , I 1-11 I 1, � I I ''I I �' I I - 11 I I Undeflaymerts FLLI7261�jqfi Products � , - , , , - I , I - I -1 I I � __ , I 2=1 Freduat Model- Nurel - Me Product lo-retiom Corimact E,,I,tl,a We Im HVHZ Q-teld, 14VHZ R-letal Preessms Compliance Method'. Approved for Lee Approved for Use [Mad olislat is &aracy- Shake, Slate, Country Rate. Spir, Old Engrah Fiat Pmrile - Dan-, CO 12/31=20 No Yes NfA WA C limciedif lataw, _0!!��ata AggrovacIforthit, Amictrievc! for Use Evaluation Report from a-- At Product M.d.L Number w 11-9 Wadi macricir- Contract Expfratinn UL to HVIKZ Ounalia HVKZ R-IS0,11, pressuma Thatch &..P; Impact 1221 Product Mod,]- Nurnbar , Me,, Prod- Descried- In WHZ outside Hi Itearlitand a Florida Registered 1 Deck-Air-e DA-4 or TRI-Buill, Deck-Ar DA-4 L- Pirelli., P.lyp-py[ ... Plastic, R.&Vam 121102025 No Y., No -9?.51­P.5 17 secitty 800 - Stass. Shake &cirri Split Shake Flat Profila, - St.cId.. CA QtMQ021) No Yes MIA WA 1 20 Genie Gelvimlizad sisal Storm P.n.IWHVHZ Corrugated Galvanized Steel Storm Panels retained 1=112023 yea, Yee, Y. MIA E Architect or a Licensed Mechanically Attached to PIy000d Dock. I B Sft..y 80S - Slais; Shake Aernp: Split Shake Fiat P,cfil. - Risk., CA 12131,2020 No yes MIA MIA or not by tracks to ormide hunictme pratuadlon. I 1 5 Saixony 700 - Shake. Slate Asmp� Split Shake Flat Profile -61c,kion. CA I213V2020 No Yes 141A MIA 2 24 Cage Galvanized Steel stomi PairelsirliliVIIZ Corrugated Galvailzed,91"I Storm Parole retained InI12023 NO yes yes N/A =) a) Florida Professional 20 S;­.yTP%-5h.h a, Satail,amp; Split Shake Fiat F1,01. - Riall.. CA 1 M1 f2O2O No yes N(A NJA or net by tracks to Provide hufficarre, protection. Engineer 27 T a, . I Be ..I -a Hgh Proud - Kalyr� TX 12131f2020 No Yes N,A MJA a) FL#5269-R31 Producft 28 Villa Low Franc - K.aty. TX 1213112020 No yes NtA NZA ill CALWV ftagw_ng a AnRinovold for Use, for Uso Imewl DOM §0_0 Contraot Epirefilon in i outside H Resistant Pressure Product Model], Number or Name Product Description Dat. 121029 W 1 Polyglas, Roof Underlayments Roofing underayments 101211=2 No Yes NIA 4NAI-622Z 1 Polygleas Roof Undertaymerits (HVHZ) Polyglase roof undehaymentS for use In FBC1M3i2= Yes No NIA NA � CIO HVIHZ jurisdictions. 2 Polyglas% Roof Uncleftyments (non-HVHZ) Pollyglass roof underlayncents, for use in IX23r2023 No Yes NVA -WAI-622;5 > FEC n.n-HVHZ judeldiction.. Florida Department of Busirl Professional Regulation Page I of I Florida Department of Business & Professional Regulation Pa'. i el I Florida Depa rtment of Business & Professional Regu lation Patel a I I Polyglass Roof Undeftyments (Hi Polylgass roof Underlayments; for use In FI3C 1 M312023 Yes No NIA Ni M 0 HVHZ jurisdictions. Building Codes and Standards j0r2l)p Building Codes arid Standards iniQ021 Building Codes arid Standards jarml L_ 2 Polyglass Roof Undoirlayments (non-HVHZ) Polygla-t roof underkaymelts, for Usie In la=023 NO Yes NIA -Ni > CL FRC non-HWHZIurisdictions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Deta H a - I Polyglass Roof Underlayments (HVHZ) Pol roof under-layments for use In I'SCIV2312023 yes No NIA N/A - g'l.' 9 � HVHZ jun.didti.re. ' Er'-A�II-;,-V-ll 19� 2 PolyglalSs Roof Underlayments (rdn,­HVHZ� Polylija%S roof undericayments, for Use in 12f2312023 No Yes N/A 411i C-dea Entity 2a Data Dot. Pending Date WA Code Entity or otill. Dad 0 Pactielcondria Data Code Entity Q Done Done Date Pending R* 0 < FBC non-HVHZ jurisdictions, T-- Version Manufacturer Contact Engineer & Licenses Validated Validated Submitted FIBC Approval ApproVed statu 9 TV"', Wrelm, Marearl'scumier Contact rrohmay & U-sce yalldi QX Validated Submitted FBCAb.,..§ A,V,,d status Type ji�iti insmirflichumir crinIve: Ecalrasir A 0.1yonse Validated Isr Validated Submitted FBC Apmerval Aaca,vied Status, L. -1--i 1 F clygl ass, Roof U nde daym ents; (HVHZ) Pollyglass roof underaym ents for use In F1301212312C23 Yes N o NIA N/A Revision 2020 All Amaricar, Shutters and Glass Mike Barbieri Frank L. Bernardo, P. E Troy Bishop. RE 1012&2020 1011W2020 11105=20 12i'1512020 Approved Revisloo 202D A(pl. Stuart Lowle ICC 2vel.ob- Service. LILC Willi.. M. Rental PE i(V31?2020 1 D)2=020 1 1A512021) 1100512020 Approved Remsio 20?Q commercial Concrete Productalre. R.bori Gillis Samuel A. Greenberg John Hoy 1 ?J1 U20 29 1271S20ZO 12r2sn020 deg FBC Appr. 0 HlVHZ jurisdictions. Category: Shutters (551) 712.082 PE-0046549 (954) 247-0850 Category, Structural Components (321) 710-3�77 (407) 681-1917 Category: Structural Carrindwants, (01 3) 659-1,707 Pr-34245 052)504-5311 2 Polyglass Roof Underlayments (non-HVI-Ii Polyglass roof underlayments, for use In 12r2=023 No yes NIA .N�N-6=6 SuleCategiory. Storm Panels milkaboallamericanshutte S.bCeta_Wry; nos. Plat- Mewl.G.Iclnaftv�­ Subcategory: Products Introduced as a Result of praciestgadweyth— =3 FBC non-HVRZ jurisdictions. Compliance Method: Evaluation Report from a -Com C.ceplicen.. Molhock E,ak,aion Raped *- Is N-Tie.1m.l.gy Florida Registered Archilactora Licensed! Fl�ii Product Evaluation Entity ComplIssical Mottil Evaluation Report from a _0 Professional Engineer 11 � � I- I I I I I � I I I I I , � I Eullqsibtizva� , , . I I I �� I �' � I , I I I I ,� , 1, � 1, I I 11 Florida Registered Architect or a I-ceneadi'lodide - , � " -1 . I - - 1, , I I 11 I I � , , , , , I I " ,� I 11 I r I 1; � I � . I I � 1� � I � , " , , I I I I I � , " � - _ , , , - ': "' � �­ 1:� I ' I-- i , � : � I I � ,� ­' , , '' �' - � I I 11 � �� '� I " � I Pr.f.exi-I Engineer FiLith jw�;) prodccio�" �� �" " ; , , , � �' �, ,,, , i: " : , , '� �' �' - , '' I � , " 11 r 1, :� � ,� I I I I I I " I - � , , ?" '���' " �' , " �� 11, , I , " , " , , , , - ';1 'i� ,� , , , � , I , 0 I I 11 - , , , , , , , , 4 �, I , - -, I ::" , 2 � � , I I �' '', , _�­; I , �' I � I I " I I I 11 I I I I , � � I " I I " � �� � I �:"' � y , I '��__' � �' '�""' �' , �� ��' � �' - I- �� "�� I 1 , I , � - I 1� " O..Ifty A.-r.. Approved ter Use Approved for Us. In"Pall D-sla" I FL#tim-ltgi�� :�' , , I I I I'll, - I � , - "I I I I " " I , I I I I �� I , I "I � I 11 11 I I 11 , -, � I" I I , I I i 11 11 " I I , , I I I , I Q-1incyAssurturce ApprovadforUse ApprovedforUses Impact Design 6-49 Product Mode4. Number or Name Product Demirloillor, contract IsAlill'alion Date In NVHZ outside HMAZ R"Istard prisestire I I I I I I I I I I I I I I I I I saq# Product Model, Number or Nam. Product D-ripti- Contract Expiration Diste in HVHZ Outside HV14Z Reallectent Pressure 1 17W 3GChMpme High- Strength H 8­p: 8) wt.) carenvoctor pler. i2/51=24 Y. Yer 141A MIA (1-111v Assurom Approvial far Lisp hontminal to, Use Impact QVIACIP 0- 1 24ga Galvanized Steal Stoarn Panels 24go Galvanized Steel Storm Panels 12111121322 yes yes yes WA 2 ITW BOG/Ali Hire. Plate Metal Connector plat. i213112D24 Y. Yes MIA MIA sea A Pro" Model. Nurybecr or Nam product coseledon ConerwAS)rphistlonDallo in HVHZ outside PA.Istant prounuP, 3 ITW 300ffiMra T.J. Metal Correct" Plate, ­M112024 yes Yes MIA MIA 1 Quality Procaux or Commendal Concrete Products Fieciest .it Prestressed Con-ta, Unt,19 05126,2024 No Yes N/A MIA 4 ITW RCG/Alpica We- Metal C—tor Plate IMIM24 yes Yes MIA, MIA < a) U) -6--a M 0 M = < Florida Department 0 Business & Professii Regulation Page 2 a 2 Florida Delpo rtment of Business & Professional Regulation page I at I Florida Department of Business &,professional Regulation Faga I al`2 n Building Codes and Standards $02023 Building Codes and Standards W141202i Building Codes and Standards 9120(2021 lea — Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � L_ . I ­ "I I 1. Icill , '� , , , , � '8102522MANSTEMM, - - = i a a I Iff IN I= . I � 0 CC � I OMMIEWManamm = I I A I , " W C ceed. Entity or gets We Vat. P-di- 2214. 209 Entity or Data Data Date Pending Date 2zq M Date Date Data Parituria Due 720 TV" version Manufacturer ceinueell Segin- & Lfi— V.*ddw By VAndart" sulbMithad FINC AW-1 AP"vud status Tv_ Version mouticturar, Contact 5-hriver&l.l.imse Validated By "IdIdisl submitted FUC Aponnival Approved 01,01"'s "voo Vat.!. filargulactiar Contact Sticlineer & Licearre Validated st Validart.ill $Ub. FK Accrovall Ad—d stabu. :E C Revet. 2020 Minsk im Eric, W.Idsa ICC Ev.1miffloin Service. LLC ICC Eval-hein Screlos, DIM12023 1 2f2pQ022 GIW2023 Approved Revision 2D4 W.y.m.— Rob Beldwi, ICC S,nelualfim Service, LLC Ian Lorts. P.S. 02102M21 IW3M20 02A)V2021 Approved Affirmation 2020 Adiphat Aluminum, Inc. J.0 alvis Luis R. Lomas Shever, M. Union. PE 1111SM20 I 1116r2020 11/2W2020 ApFa-d I < Ciitagcnry: Structural CoMporents P52) 898-8635 ILLC. Category-- Struct-I CoMporeant, Q53) 824-6478 (6)B) &V-3288 1 Category: Panel Wells i4071 509-2008 PE-62514 I717) 317-6454 (D Subcategory-. Truse Plates ii.ald.remixam (2t)5� 599-9800 Subcategory; Fnglnewied Lumber A.bart.13.1oldniDwey.r1c. ulcCishilticiry: Scenic . phri.annimanInca-y.h. 7' compli al Mothod: Evolu ation Report from . Come lande Al shod: Evalusithori R sport from, a ­01com 11 __j Pir.dimt Ewalutti. Entity c.p4arel & M eftn.d: Evaluation Report from a 0.0- P,owal Eycitwsom rmay I I , I L - - � 11 � :�� .. I I � , " I I- 11", I I I ­ I -11 I I I I I I � Florida Registered! Arothimt or a Licensed[ Florida Virtual Review Assist, Inc. Z 6��piledudhl , � , I I I I 11 I I I I , - I I 1-1; I � "I I -1 I I , 11 - ­1 , I L 1 7 1; 1% � __� - , ­ , I i" , I I _," , I � � , I � ­ 11 � , �� �Ltl�jn�rercakict, , - I ,,, ­ I " :_ Professional Englinewir I ­ I I- 'f I I I'll I I "I - I ­ I— I I � I � �� , , I - I I I - I I I 11 - 11, I 11 ­ I I �11_ I --- I I '� - I ''I _�"� � I I I- I 11-1 , . "I I I I �' I I -, I - - f �11 -1 I . I ­ "I - I 1-1 I ­' I - Plans Review completed and approved < 'QuaitiNA-ranuca A—,d for U- Approveelfarthre h1i Boehm Quality AndrareA Approviett for Use Approyetl for Use Impact RL491 Ft*04&R5V"jc:s - I ''I - - I I c­ 11 I I 11 I IMA Product Model. Nuarrear or Maine Fixeduck 0-lotion C-orsect Expiration Dad. It, HVHZ Outside Rensistarrit prva,run, $1.0 Product Model, Number- Ms.. Product Duacripito Contract 2,11raill- Dab in HV14Z oubilde, HV Ratista" P—. - - I - - I I I f" 'OmPliance with the 2020 FBC 7th Edition _j I 1 M18AH-5 18 gau high strength truss connector plate I V31 f202 4 Yes Yes MIA N/A I N-11am LV_ LonficateclVenowl-unclax ON31=23 No Y. N/A MIA CcI:!=mba ADDrOvied for U.0 AI)MOVed for Use impact Design I I U) I Cn I I 4 I Z F \M 1 2 MIBSHS 18 ga. super high strength trus; connector plate 12MIR024 yes Yes MIA MIA 2 parstlimin PSIL PainslIal Strand Lurrb�r 031314023 No Y. N/A MIA =A Radial Mod.]. Number a, flarrea F-riuct neeciied- 1, WHZ 0.1sid, HVH Resistant larcassat's bY Debra Anne Klahr PX2300 0- 3 Mil 10 16 ga. tress -modernists 12131r2024 Yee Y. MIA N,A � TimberStrand LSIL Laminated Shard Lumber OW3112023 No Yes N/A MIA I Alpha Numinturn ScIld,6amp: Vented Aluminum Soffinif Alpha Aluminum solid &amp; Vented Alumlnum uiao(2023 No Y. N. NIA 4 TJ RIM Board St­t.ral C-posit. Lumber or Clemad Brand 03nIJ2= No Yes NIA MIA CMU &.Mp� W.d Soffit/ CM &CIP; Wood 1 4 M716HS IS gis. high strength truss connector plate I 2131,2024 Yes Yes NIA MIA board Rim Board 5 M7201­18 20 ga. high �tremgth tri-e-mado, plate 12MM024 Y. yesi N/A NJA 5 Weyerhaeuser Rim Board oriented Strand Board Rim Board 0313IJ2023 No Y. N/A MIA SHEET NO. 6 Trig. Wig is gai. trues ii-aws., Piftee i=V2024 Y. yax MIA IIVA 7 ii_2b� MT20 Za 9. tr.- -nect., cl.te,s 1213IM24 Y.. yes, MIA MIA I I I I March 6, 2023 11 PA 1 .1 I Florida Department of Business & Prolswelonall Regulation Building Codes and Standards Preliftat Approval Application Detail PNPI all: OR&= Flodds. Department of Business & Professional Regulation Building Codes and Standards Piloell Approval Applicaticin Detail Popel oil Florida Department of Business & Pwiessional Regulation Building Codft and Sterclsirds Product Approval Appilaction Detail Pool all Florida Department of Business & Prolasslonal ftulation Building Codes and Standards Product Approval Application Dertiell Pool art > 0 .4-4 =3 L— = —a 0— 0 CL 0 CL U) =3 CIO —M -0 0 -2 = 0 0 CD- — 0 LL -1--F 4-- 0 CU 0 cn -0 E U) 40 CIO C W Cn -0 (1) 3: — ICU > 0 996 Seek- Rik am DOI, Pomlm go B139 veneloa 11111sashatume Como led.00,41, vallirliabod 13Y V*liolod 8010"ith, FOCAireedyed AoprwW a Allimmean 20M P0118 corporal Joe Hoyden Somoll wridowomenwr James L- RuodW, P.S. 0711412= C?114=20 C01262M Approwd cloocay. Wridwe lilamullocturerAsedootio. CHUCK Engineering 11"wiftarr. Single Hung (641) MI 4M (581) 401419V C"pilhoree N C*jftoton Marker Us" pellaproductopproveope IhLwm GromfitAssuremoo, AIM Meet for Use Apyrowd W Imam assigar Ptalloot 1i N amber or Name Amodget0motAXIM cgoileet lenal"digm aft 1. NyHZ G.W." 1,140131: Plas pfassors sed" IWA High Pe"manoe Single Hung %AV Single Hung Anindow (4r x 721 wilaw No Yes No 41W.M 2 garloo 1CW20 High Pribrmarxa &Maio Hung Virbil Nth PWrImoomm Single HumRTvAff DUM4=7 No yes NO -501-ao compoaftfIxxv,la") a WasI012081ril Vinyl single Hung Triple Ocnmixroloo (109" xM W1512027 NO Yle's No +4SL40 4 Selas IV= Single Hurjl V[VHrGlWHumgTrpaC. qual (16W.W.T) 01500M(127 No yes No +3" awles la:10 Single Hum VW Single Hung 1WIn CompoeftJONX x ffi.r OW13=7 No Yoe No +3" 0 Series 10120 Single Hung May ShMS10 Hung IWIn ODMP06% (72T X OW) OEW16QC27 No Y. r43 135139 7 weelanagrgismurg Vinyl Oral* Hums 71ripia Compolift (10V . Mel 00000027 No yes No 4-3" 0 ftles Iwo argle Hung 1AMW Olngle Hung Wndbw (4F X T271 OtWIV121227 No YM No �35135 9 series 1CV20 Single Hung Vnell 91male Hums Window (,W x 58�117) DWIW2027 No Y" No +3" 10 swim 1020 alraw Hung M-A sinale Hung W*cw 1W XaNix) 0611602M.? No yes No +Ss�as 1, Swiss la:2081nillaillung VW Single H umg Windoor (48" x 84") 017MC127 No yes No +Nk" 12 series 100 single Hum V%4 SIM& Hung WInclow (W x 721) 0WI&202T No yes No +S" ,a emins1012031rellollmnil Mmill Single Hung IWn Cann;xWbD=x 5W) 0509=7 No yes No V,�-35 14 8510S 1070 al rate Hung View sing IV Hung 1win oomposew (86-5, X sa-51) 001=7 No Yes No 13" 10 Samoa ICV20 :�MQIO Hung Y!"101 :lm!e Hung IWIn oompoeft (06VX77) OW17,2027 NO yes No +3" Is SW. a 1012D rigis Hums MW lrqoHumg-fiM.0-p.%as(72'.7r) DOMWO27 NO yes No +40mo Carlo Mesh, Doix Dolo Didy Flooda Rik iv-6 wireig. arophieure Contest rhol"w4liumone vsiwow VANdolod Submitted FROADOV,* Allamonrod obto Affirmadon 21120 Polio Corporation Joe Hoyden sard WIrdowsmillOw T.F. Lumm, PF-. LLC CITM41202D 0711*2020 =22=(l Aporm-d creol Wmdows RaWrition ManurfoatunwAssocioltorn (661)62"455 SalbCdol Single Hung (5411521409115 Oompliomm ifietho4L Cortl5cotom Mork or Latina palloproduolopplMllipe lo.cam PL#iSM349 Produces A,,,,M For 11- A,,,,-d ft, U- hmad mow awl Produet L%dL NumnborwNoroo Pwrodust0sioulatiorr cootneatExairttlenDorlor 1, NVHZ 'oulawo Haz lortivoin Anown.m 1 Pef. 10 Series Single Hung Vilmdew W x W Mrrl Non�lrftpaat Singer Hung Window 0111.1200" No Yoe Me .410-40 2 Pae; 10 Series Single Hung Wndow $41 x SV Mmyl NarOmpacr; Single Hung Weeder. D710MM NO Yoe NO +415145 a P*14, 10 Herb$ Sing. Hung Wndw W . OW Vk* Ntm�VW Slings, Hung WYkift. DYMW2022 No Yes No +W-W 4 Poor IQ god" Single Hung WMWW 4F x 77 Mmyl Non4mpW single Hung "oer DYK13=2 NO Yes No 45MM a Pods 10 Series Single Hung Wndow 01116!2=2 No Y. No �SSLQS 30'x6rVMylN*n,1rnps49hgleHungWlnWie 0 Pau IQ ftness Sim& Hum Wmdow 30' x 73' Mnyl olor�lmlpsvt Single Humg Window MWC22 NO Yee No �@Qesc 7 Pau 10 Sort" 81mille Hung WMW. 42-lArx 00* Inny! Nom-1 , paqt6lN1oMVMgVnndoW 10117MG211 No Yoe No �gg�ec Aanommi for 11- A,,,-d Far U- hw#Ai 2wo Awl Poidged: 11i Hughleg at NMI Prodoul)-fintl� in NVH OUISM6 Hym ilddlefth Prove. I Pab 10 Oeflom Single Hung WnWor W x 9T Mmyl Non-Impoot Single Hung Window *=023 No Yes No 4W-0 2 Pole 10 gorl" Single Hung Wndow 84* x 07 %A my( Norl4mienot S Ingle " Whobw 351091202$ No Yee No +4045 a Polo 10 Sorles Single Hu mg WnOw 64* . or V1.0 Nm.lq,.a Single 14," Wkd" DOM$0023 No yes No +5DW 4 Pak 10 Series Single Hung WMd- 3W xoT Mmyl Non-Impmat Simitis Hung Wlncb. OW209023 No Yee NO -51SIN 5 Peb 10 Series Single Hung Wmdw 52-W x SP Whyll Nom-Imp" Single Hung Window 1pf'17=3 NO Yee Roster r DAW, Dole Oak Peden Del. rm litorlio. 1114"Plestwo 0. Sndftor4llooft vsiwow voliblod solawto, FOCA60roysil Aoofomel mime Aelirmation 202D Polio Corporoom Joe Hoyden Handle Wlrddw#mjDWr James L Sucknor, RE CMV20213 =41=20 07121)(2020 APprDWd Cologetr. MemOms l MoUlipaturerAloWfallon CHUCK Engimeerlma ambiliell"arr. Fixed (541 � 021 -wo (561)*14W complion" MOW: Cartel Marker Using lle-corn PLLUD$.RI2 P,,Awft AmilhAmunnedies A ... M W U- ".."d for U- lewd 2&do 111119 ProduatDavotlattan - in HVHZ outal" Real Pmeoson 1 aerie 100 virw MY*O mxlow (W X IF) 0713=22 No vall No 12S�-25 2 sorift IW20 07flor= He yes No +201-25 amorles, 1020 "Fl=dWlndawVN'xW1 0711&2022 No yes No .50W OtolltvAmwwm Agarnored fat Use Adoftad fw Use hum gage foodge Model. Humborg,filiele Pood"Hea"fiell Low In HVH ouislels pAthftnt SeHe 10120 mrryl road .4no" foor x 7T) OF(11500241 NO yes NO .1260-25 2 tons$ Iwo Unyl OW vAmdow(10rxf4") UnIN2041 No Yes a Sense 10120 Virryi Fixed Wexim (601 001) OT(1=024 No yes No + Wec Worml, Door Pladdh r 20111 110 PAZ nale! *,*I*. Ma.ibctum 00,11049 9mol-r&U.. Meledepew V811,111.41 suhwtt. FOCAPorwal Approved Allmnation 2020 Polls ODMoration Joe Hoyden asnot Women Scheeler T.E. Lunn, PE, l-LC 07114=20 071141=20 07=020 App.-Id codoill V#Imdo" Rotilmeon PE-44135 (WI) 625,5435 SaleCONOW. Fixed (641)W-60% C"IfOrAe NOW: Palufl*n Report "a palloproduolopprowalaw FI*MdaRMid..dAr�hltd�.Lbz,-dFl.,kh, lhLaomm Professional Erighoor FWGU1114UP-lubla QmuhfAu Approrineill for Us Anaro-d 1. lln D"W ant Prodoot 1110"'Humber *,marrmo P"Claotpowarw cootmoot F.01notion over in HYH outlaws 11001fth Pmawo.m 1 10 Sense V2'FWnp Hxsd Wirld" owmeal Yes Yes NA Wk 17 Serlas 10120 Smile Hung May! Flood WM Single " Flonliers flOr x 721 1=6=21 No A. No +3alm MISS Pmedinot Model. flundew grNol 21kaLAUMMU Peadmil)-tel" Afteramed in rw 11so AAUMMLNLUA outside HVHZ law 2sibm amours 1 18) Series or Thumewer or Encompass or Avorml HIM Pedommance,91,gle Hung MV HIM Perkormarrae Olngb Hung (4r x 7r) Dol No, Y. No 2 1 So Woe ar Thermosterar E—Peas OrA-11 High MrQ1 Hill Performance 81 merb Hung TWn 02920" No Yee No +51em Performenorr ehVe- Hung Clompostroc/rX00,1W) 150 Series orTheemastorar Ereempurser arAvarld Single %Arr,4 Slngle Hung Trips Conoshis (1W x 77) 081151202T NO Yes No +4QLA0 Hung 4 ISD 8 orlee arThannestarw encompass WAVOI Engler Vlrrl flIngi. Hung Tdo. Gompasl*�Itlr . 51F) 02102027 No YM No +3" Florida Department of Business & Professional Regulation P.Wiai Florida Dep itment: of Business & Preessional Regulation papiedi Florida Department of8usiness A Professional Regulation regal d2 Building Codes and Starxisinds INWA22 Building Codes and Standards Building Codes and Standards 040=2 Procluot Approve[ Application D*W Product Approval Application Dertiall Product Approvel Applimlion Detail Twoo Carlo www", 1110".1110" Fetilerw 00 Emelfter4lJosee vielidefad calls *84AI04 Beer Doeopond". F13CAfterwal Dft- Aeolood om" Code %mid* blefthaturs 90fvor 0, godmoor A Liam Volklabil DM- Uses %sellolod Sahm"ll Dole Pond FRC Aeslgyal DPW Appronrod Iwo gala 7vo Wells" momotume ftoly- Ehdftw& U00mr. VS[klotbd Data wo vAndatid ask pond FRCAOWft* Bo- AaMoregri Steel Allmnedlixt 2a2B Polls Corpmradon Joe Hairden Space wrialowendlDW, James L aucknor. P-E. W14120M 07114rAz 0712012020 Approwd Agnmation 2020 Palm r�rwdlon JW Hoyden a" Yjamon W. edneow, P.F T.E. Lurm. PE, LLO 071140020 Q7M4a= 07=020 Approved Affinnation 2020 Poft Corporation Jim Hoyden al ww""Dow James L Rucanw, P.E. 9 07714120M 07114=20 OYJ201202C Approved! 0aftery, wr4ows RoWnwm ManuipalumorrAsixostion CHUCK Fmglrftdmg C*looerr. wrloboas Roblinsom PE-44183 (W) 82"456 Cologer% ExiorlDr Eloors Roblineem MormuladWwAssoolellon CRUCKEngnooming (641 l W -UM (MI) ell 1100allelearY. HoladrdidZilder (54111121-110915 JIUMM"ar. Slifing ExentarDmAsaambiles (MI)qR14027 comphoato Method: Genteel Mork ar USUIO polloprodwbipproraGpe Compilanoo UAW& EVoluallon Report froat a Florida RegiatuWAralmilleat or a Lbermed Forlds pellopooduallopproMillipe, lo.w. compgamo, liflodle-dit Cartilloall-M Monk-1 U-11ing Profixalwal Eriginaer Meal product Model. WLnbw Of Memo 11011111MUMN Pladod0oftfiod 490=db"" A--d in H *UWb F, U- HVR low Roalto 9"0 Ame. Aolef*�W f* Use Aoffiftod 10 U Imam OWN Awl Perked Dftliotl4h A -Weed F, U- 'Agardmill for Ll Ourialdis WHZ Mow gareletto gaidela Pn,*, 1 2 OWL"10OWderraivand" %Rq 8 lideng YAndow [CX or XD, 734fT x4T) 03127=3 VniAl 61141ing Vhdm (OX r 500. W) 000M N. No ya Yes No NO +3W-X +36,35 8491.11 1 Pradmid 111odol. illumber or Nam S@d*el0Slld1mgYmmdow ftonfoloariou $04*8 10 Virryl Ranged Slide IS Windows OWIP2081 Irl No Outsider Hint yes Rmslmmn NO P-0 NIA 1 2 tiOrles 1 (1120f25 OldirM Glass DWI Zores 1 OW256ell Glase Door VW 24-amel 'OKSliding Ghm Dwr (W x W� limmmi Virry! %mg 10 Panel Fxej T" DWI (Zidefee, 34-1&16' 02112612022 No NO Yes yes No No -W26 SSL36 a 8ormislG20811dIngiYAndow Vily! Sitting VAndow MOX, 1087 x STJ DOM023 No yes NO -awmw x 81-1m� 4 solosIMOMIdIngtrillmdow Mnyl gliding Meow �KCX, ICVx 301� OW27=3 NO Yes No �35�39 a gorloo lQj2Qr26 sliding Glen Door MrrA 2-ftmel'= Weirs %on Door 0 X42) 10MV2021 ft Yes me, �301-36 4 Series IMOaS selling Gess Door Vinyl single Panal Fixed Dov(Sell 47-IfFe. =2642022 No Y. No '2&�,w PIM4641113 Pg— Aonno" d Fer U" Aoamoraod far Lffim -Mile. 8-0 preclund Nordl. Hu"bor 4rNar" ProdwtDomadoliort 00411"tEukatiampallo in HMHX oulle"o, Real 1 Soles 151) or Froomposs orAwt1811ding 431m Dw Varyl 24W*l 10XI 910V Gloo; DwriSSAW x M202031 No Yes Me 1250-25 W112.) 2 Sorl" IM ar Encompass orAyant! S41ding Glass Door MrrA 5"Le Panal Fixed 80'Dwr (8dl 25-1W x 02ifio=2 No Yale No �,IW40 41-lw) 3 Soles IM . rEowmipm orkumnli 811tilt Gloosllwr Mrrjd 2-Ponol XDr Sildilma Glow DWI CM xW) ONK022 No yes No +3l 4 t5smos 100 or EnoMpose orAwml sliders 01M DOW VIV Single Ponel flxW 10"Dw? (81dialk 47-110 x =10020112 No Y" No �25125 owill A"W"Wel, A4ory" F or Uts Approy" for U Imam Rt&o Ptoduat Model, Number *tNarne Pirodo"Dooludirtim Contra" mr,kotl." Maio in RW oulawa H" godisbo, proarams poss orAvati0sidimil Ohm Door %Anyl 2-PamoIT)r Siding Glass Bear (WVT x OW202031 N. Y" No -2S125 so-im 2 8slos 130 w Emoormom mAmritailding Gleas Door Vltd Single Pirmal 3&IR'x 02M00032 No Yes "a +41W40 81-112-') wee 191 or Emompm o,,Ayamle ath" Glass ow MmA 2-ftmoior ardi Gems no*, (Mx 92'� M40(02 NO yes No +35,35 4 Rod- 1 SO or krzarma- arfienoll! aiding GIs. Dwr Vlmj Single Parol Fixed 'O'Dwt8leftills, 47.12. 02ifiSA082 NO yes No +25N25 W112.) Cn (D E W > 0 > L- QL 0 0L < =3 0 0 L) :3 0 < CL ,VR/ Virtual Review Assis Plans Review cOinpleted a t. Inc. for nd approved compliance with the 2020 F8C 7th Edition by Debra Anne Klahr PX2300 LU < M z < SHEET NO, March 6, 2023 PA 1.2 Q) Q) U) _0 > 0 _0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12,3"20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213U/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r02020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12,'30/2020 L- CL o Pordirect UnKs to all SST approvals listed berow� COCE HERE Fordirect lInkstoall-1,81-approvalsilsted below, CLICK HERE Fordlirect Inks to all SST approvals listed below, CLICK HER C= Fordireet linikstoall 83ST approvals listed below, CLICK HER17 (3) c- M -0 n For additional Information regarding Florida's Statewide Product Approval System end Mraft-Dacle County Notice of Acceptance (NOA). CUCK HER For additional Information regarding Florida's Statewide Product Approval System and Marril-Dade County Notice or Acceptance (NOA), _q�H r" -1-1-111'rorm,ation regarding Floncla's Statewide Product Approval System and Manid-Dadie County Notice cf Acceptance (NOA), CUCK "FR For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice ofAcceptance (NOA), CLICK HER = COM) -+--A U) FIl FL#rIO446-R6 FL#t 0456-R5 11 HUS, HUSC series hangers Face -mount hangers available in Wdths ranging from 11-5/8" to 3. = =3 (Z -cu 9116" and heights ranging from 4-5116" to 11". Concealed flange (1) -0 0 -0 Sea# Product Model, Number or Name Product Descrintion Seci # Product Model, Number or Name Product DmdlI Said# Product Model, Number or Name Prod Nct Diascdgfi2a version (HUSC) available for models having width equal to or 1 Titen Stainless Steel Conorato & Masonry Screw (TTN-55) 114" diameter Titan stainless steel masonry screw I A21, A4, A33� A34, A35I A44 Angles I ST, BTS. STH Brick Ties greater the n 3-gfl 6". L_ 0 2 APA21, APA4, APA6, APVA21, APVA4. APVA6 Outdoor Accents Angles 2 CMST12, CMST14, OMSTCI 6 Coiled Straps 12 IUS series hangers Pace -mount hangers available in widths ranging from 1-7/8" to 3- 0 0- 0 3 AP944, APB44R, APV866; APBSOR, APB88, APB88R, APB1010, AP31010R, APVB44, Outdoor Accents Post Bases 3 CS14, C516. CSISI CS20, CS22 Coiled Straps ffl" and heights ranging from 9-114" to 16'. 0 LL_ FIL119589-RO APVB44R, APVB66, APV866R, APV888. APVB88R, APVB1010, APVB101 DR 4 C-SHP18, CSHP20 Coiled Straps 13 LOUS-25-SIDS, LGL)3.MSDS, LGUS.25-SDS Face -mount hangers = . - 0 4 APDJT2A, APDJT2R-4. APOJT2-6, APDJT2R-6, APVDJT2-4, APVI)JT2R-.4, APVE)JT2-6, Outdoor Accents Deck Joist Ties 5 CT-521 8 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M 0 > Sea # Product Model, Num bar or Name Product Description APVDJT2R-6 6 DSP,SSP,TSP Stud to Plate be 15 Ll LUC21 07 Face -mount hangers C/) -0 E 0 1 SD1 01 12DBB Outdoor Accents Connector Screw 6 APHH415, APHH46R, APHH6IO, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, HTZ, H16, H165, H16-2, HIO-25 HurricarieTies. 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" W 4- (1) L_ w L_ 2 SDO112, SD9212, SDIO112, SD10212 Sli-Ding-Drive SD Connector Screw 6 APL4, APLS, APT4, APT6, APVL4, APVL6, APVT4 , APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116'. U) CL 3 $D91128S, 909212$S, Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APIl APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 HunricansTio 17 MGU$.63-$DS, MGU5.25_50S, MQU5.50-SUS, MGU5.62-SQS. MGU7.0O-SD$ Face -mount hangers "o -4-0 21 4 SDCI`22434� SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Stroing-Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5. HSSZ-2-SDS3, HSS2-3-SDS3, HS84-SDS3 Heavy StLAd Shoo 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 6- SDCF221134, SUCF221334, SE)CF271958, SIL)CF272358 9 CBT2Z,CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5. HST8 Straight Straps 1/8" and heights ranging from 6-151161c, 19-1/2". 5 SDCP22434, SDCP22512. SDCP22614, SDGP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Turriber-CP Screw 10 CJT3Z,GJT4Z,CJT5Z,CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HT$24, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS213, MUS29 Face -mount hangers SDCP221 100, SDCP221134, SDCP2714D0 11 DJTI 4 Deck Joist Tie 13 HTSQ1 6KTZ, HTSQ20KTZ Heavy Tvvist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face�mount hangers available in Wdths rangling from I - 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo4-lead Screw 12 DS Dry Wall Stop 14 UFTA Light Floor Tie Anchor W16" to 3-9116'and heights ranging from 3-1116" to 13-34'. 7 SDS25112: SDS25134, SDS26200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FCS Framing Clips 15 LSTA9, LSTA12. I-STA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULq available for all double SDS25500. SDS25BOD, SD,925800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS252DOSS, SDS25212SS, SDS2530OSSz SD625312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 CAi. GA2 Gusset Angles 17 LTI320, LTB40 Bridging 21 U series hangers Face-mouht hangers oviailable in widths ranging from 1-9116" to 9 SDWF2716, SDWF2120, SDWF2724, SDWF2726, SDWF2730 Strorg-Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIOA-2, HICS, H14, HGA10 HurricartaTies 18 LTSI 2, LTSI 0, LTSI 8, LTS20 Light Twist Strap Warld heights ranging from 2-5/8"to 11-114" 17 18 HCJTZ HH4, HH6 HeavyConcealed Header Hangers 19 20 MGT MST27. MST37, MST48, MSTGO, MST72 MadiurriGirdorTiedown Straight Straps FL#10007-RB 19 KBS1Z Knee-Brare Stabilizer 21 USTA9, MSTA12, MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 20 1-30.1-50,1_70,1_90 Angles 22 MSTC28t MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, M=66133 Pre -Bent Straps Sea X Product Model, Num bor or Name Product Description I ATR318, ATR112, ATR518, ATR3/4 Threaded Rods 22 LS30.LS5O,LS7O,LS9O Skswable Angles 24 MST126, MST136. MST148. MSTI60, MST172 Straight Straps I BA series hangers Top flange hangers available in Wdths ranging from 1-9116" to 7- 2 ATUD5T ATUDO-2, ATUD9, ATUD9-2, ATUD9-3, ATUDI 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MT820, MTS24C, MTSSO, MTSSOC Medium Twist Strap 1/8" and heights ranging from 7-118"to 39', 3 BP318-2, BP112, BP112-3, BP,518-2. BP518,3, 3133M, BP3/4-3. BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x1 0-12, NCA2x12-12, NCA2Y8-16, NCA200-16, NCA2x12-I6 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNWlt2, CNW518, QNW314, CNl CNW314-516 Couptler Nuts 25 LSSRI.81, ILSSR2.1. LSSR2.37, LSSR2.56� LSSR210-2, LSSR410 Field Adjustable Slopeablie/Skewable Hanger 27 RCW[312, ROWBI4 Wall Bracing 1/8" and heights ranging from 9-114"to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUDT7. CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 TiePlates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hanger$ available in wdths rargirrig from 1 -1r2" to 3- Z CTUD98, CTUD99 27 ML23Z, ML24Z, MI-282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5f8" and heights ranging from 7-114!'to 24". 6 N3, N4. N5, INS Heavy Hex Nuts 28 MUH8 Roof Tie -Down 30 SPI � SP2, SP4. SP3, SP8 Stu d Plato Tie 4 DGHF sones hangers Top flange hangers available in Witths ranging from 1-3hVto 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B: RTUD5. RTUD5, RTUD7, RTUDO Ratcheting Take -Up Dev ice 29 MMHC Hinged Roof Connector 31 SPH4,SPH6,SPH6 Heavy Stud Plate Tie 5ill" and heights ranging from 9-114�'to 24". 8 TUDD, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210. MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1,5, SS2;5, SS?, SS4,5 Stud.Shoo 5 EG5� E07, EG9 series hangers Top flange hangers available in Widths ranging from 5-114!'to 8- 9 TUW138 Take -Up Washer 31 RBC;RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/5" and heights ranging from 11 " to 32-117'. ID URS3 318" Uplift Rod Run Tiedown System 32 RET-3 Roof Tie -Down 34 T1320. T1327, TB302 TB36, TB42, TB48: TB54. TB56; T1360 Tension Bridging 6 EGQ series hangers Top flange hangars available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tleclown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWI510, TWBi2, TWB14 Wall Bracing IM" and heights ranging from 11-114" to 32". Z 12 URS5 518" Uplift Rod Run Tieclown System 34 STC, STCT, OTC, HTC4 TrussClips 38 VGT, VGTR, VGTL Variable Pitch Girder Tieda,,vrn 7 GLS series hangers Saddle hangers available in vvidths ranging from 3-1/4" to B-719' 13 URM 3/4" Upl'rft Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W81 00, WB1 OBC, WBI 26, WB1 26C, W151 43C Wall Bracing and heights ranging from 8-1f2" 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- If8" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HI3 series hangers Top flange hangers available in widths ranging from 1 -9116" to 7- FL#10447-RS If2" and heights ranging from 8" to 30", Seg Product Model. Number or Name Product Description §gt91 Product Model, Num bar or Name PLoduct Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-11,Vto 5-718" W 1 OTT2 Hold-down Sag Product Model, Nurnberor Name Product Description I CBH2.37xS.5, CBH2,S7x7.63, CI3H2.37xQ.75 Concealed hangers and heights ranging from 10-1 12'to 28". 2 HE)CIO/4, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (OU, DHU) end top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114!'to 5- 3 HDQ8� HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R.SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9116" and heights 718" and heights ranging from 7-1 /Z'to 32". 4 HDU2, HDU4, HDUS, HOLS, HDUII, HOU14. Hold-down 3 GBO Gable Brace Connector ranging from 9-118" to 23-i5/16"_ 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" ta 7- 5 HPA28. HPA35 Strap-sil purlin anchor 4 HCPI.81, HCP2, HCP4 Hip Comer Plate 3 HGU3.63.SDS, HGU5.25-SDS. HGU5.50-SDS. HGU5.62.SDS, HGU7.00-SDS, HGU7.25. Face -mount hangers 118" and heights ranging from 14" to 33!'. a LSTHD8. LSTHD5RJ Strapi-style hold-down 5 HHRG2-2, HHRC42, HHRC42-2. HHRC4/1,61, HHRC44, HHRC5.25)-3.25: HHRCS�3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available inwidths ranging from 1-518" to 7- 91118" and heights ranging from 18" to 26". a MPAI32, MPA144 Strap -style purlin anchor a HRC1.al, HRC22 Hip Ridge Connector $18" and heights ranging from 5-5116" to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to g PA18. PA23, PA28, PA35. PA51, PA08 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50�SDS, HHGU5.62-SDS, HHGU7 GO -SIDS, HHGU7.25-SDS, Face -mount hangers 34)116'and heights ranging from 5-3/8" to 13-1/&'. 10 PAII8, PA123, PAI28, PA135 Strap -style purlin anchor 8 LSU2S. LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in wdths ranging from 1-9119'to 5- 11 STHD10i STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, H HUS210-2, HHUS46, HHUS48, HHUS411 0, H HUS5_5011 0, Face -mount hangers 1/2" and heights ranging from 3-7/191c, 15". Concealed flange 12 STHDI 4. STHDI 4RJ1 Strap -style hold-down 10 TC24: T026: TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA4113, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSU R. HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2, THA428-2 118" to 5-1/8" and heights ranging from 4-314!'to 16 HWP series hangers Top flange hangars available in vAdths ranging from 1 7- 12 THAI 1.81122, THAl2.06f22, THAl2.1122, THA1222, THA1322, THAI3522; THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSUILC) available for all 1/8" and heights ranglng from 5.318" to 2&', 15 THAL422, THAR422 Skewed Truss Hanger double 2X and 4)(modelsr'only acute flange is concealed. 17 HWPH series hangers Top flange than gers available in wdths ranging from 1-0116" to 7- 14 THJA26, LTHA20, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU2a-2, HTU210-2 face -mount hangers 112" and heights ranging from 5-318" to 32". 15 THJM2-4-SDS3, THJM2-5-SOS3, THJU26, THJU23-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-911iT10 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1 -9/iV' to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718"to 19-1/4"- Concealed flange W" and heights ranging from 9-118" to 16'. 17 VPA2, VPA25, VPA3, VPA85, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1 -9116" and heights IS VTCR ValleyTruss Clip greaterthan 2-9/16". ranging from 5-318" to 7-14'. 10 HUCQI 8119-SOS, HUCOI.81/11-SOS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 series hangers Top flange hangers available in Wc1th of 1 -9116" and heights SDS, HUCQ41O-SDS, HUC0412-SDS, HUCQ5.25/9-SD$, HUCQ5.25/11 -SDS, HILIC0610- ranging from to 13-118". SIDS, HUCQ612-SDS VirtUal Rev V - J plans Review ' eW Assist for cOmPlia 'OMP'eted in.. 17ce - ' and aPproved the by Debra 1 A 2020 F8C 7th I "o Alahr _'di"Or' PX230, Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updatad 12M/2020 For drect inks to all SST approvals Wad below, CLICK HER For direct links to all SST approvals listed below, CLICK HER 1211IRM For direct links to 0 S-ST awrovals 11,41ad below, CLICK HER For direct links to ell SST approvals listed belciv, CLICK HER For additional informabon regarding Fludd?l's Statewide Product Approval System end Mrain-Dade County Notice of Acceptance (NOA). QQJAL&C. Z For additional informadon regarding Florida's St'alewide Product Approval System and Manni-Dade CountyNodce ofArceptance (NOA), gLL!;L=. ommomommm"! For additional information regarding FicricWs Statewide Product Approval System and Mam-Dade County Notice ofAcceptance (NCA). aLQL=. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Nodco ofAcceptance (NOA). QLLQ&fJfM. 21 U3 series hangers Topflange hangers available in width of 1-9116" and heights FL#11468-R5 18 SILBV1,56. S/LBVI .81. SILEV2,06, S11-13V2.37. SfLBV2.56, SILBV2.68, SILBV3,12, Top Flange Joist Hangars 6 SET-XP Adhesive Anohor for concrete ranging from 6-318" to S/UBV3.56, S;LBV3.62. BILBV4.06, SILBV4,12, S(I-13V4.28, S/LBV4.75. S/LBV5.50 6 Strong -Bolt 2 (ST132, STB2-4SS, STB2-6SS) 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 Sea X Product Model. Num ber or Name Product Descrintlon 19 SILTT20, S/DTT2Z, SIHTT14, HTT4, HTT5 Holl steel and Types 304 and 316 stainless steel ranging from 9-3i`16"to 13-10'. 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/M8T60, t§IMST72 Straps 118 mil (10 ga) 7 7iten HD (7HD�H, THD-HMG, 7HD-H4SS, THD-H6SS, THD-CS, THD-CS8SS) Then HD Heavy Duty Screw Arichorfor concrete and masonry 23 UEQ3. LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114!llo 6- 2 HRSO, HRS8, HRS12 Strap Ties 21 SP4, SIPS Stud Plato Ties available with hem head In carbon steel and Types 304 and 316 7M" and heights ranging from 9", to 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP. TSP 'Stud Plate Ties stainless steel, or with muntersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114!'to 6- 4 THG62, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless; steel 71S" and heights ranging from 9" to 32-1/2'. 5 THGQ2-SDS3, THGQ3-SDS4�5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HO Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-911V'to 5- 6 THGWS-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB371 58RH, THD37212RH, Tften HD Threaded Rod Hanger for concrete Iffl" and heights ranging from 9-14" to 24'. 7HD5C234RH, TH010212RH) 26 PF, PFB. PFDB, PFD$B series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All "A) Wedge -All Anchor for masonry ra ng ing from 3-3/6" to 7- 10, FL*l1473-R5 FL913904-R5 27 RR Ridge rafter connector 28 WIP series hangers Top flange hangars available invi4dths, ranging from 1 to 7- Seci # Product Model, Number or Name Product DmEg= Sea # product Model. Number or Name Product Dascdefim FLOJ 6230-RO 118" and heights ranging 9-114"tD 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.(32-SDSHDG, CCOM4.62-SOSHDG, CCQM5-50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR. FGTRHL, FG_1RHR Girder Retrofit Anchor CCTOM4.62-SDSG, CCTQMS.50-SDSG, CCCQIM.82-SDSG, CCCQM4.62-SDSG. Sao N Product Modal. Number or Name Product DescrirAian 3 HIS, H16S, H16_24 H16-23 HumcaneTie CGCQM515O_S0SG I AT-XP AT-XP High -Strength Arrylic Adhesive for concrete or masonry FLtH 0860-R5 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, F-CCLOM5.50G-KT, ECCLLQMD3,b-2G.KT. MasonryPierCaps 2 ET�HP ET -HP Epoxy Ad heGive for masonry E 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMI)4,62G-KT, ECCLLQMD5.5OG-KT. ECCLRQMD3.62G-KT, ECCLROMD4.62Q- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry Sea # 1 Product Modal. Nurn ber or Name ABA44. ABA44R, Product Desca= 6 HGAMID, HM9 Masonry retrofit con noctors KT, ECCLRQME)5.50G�KT 4 Strong -Bolt 2 (STB2) Sirorg-Bott 2 Wedge Anchor for masonry ABA46,ABA46R. ABA66: ABA66R Adjusibble, Post Base 7 HHETA16, HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25: HGUMS,50, AGUM7,00, HGUM7.25, HGUM9.O0 Heavy Masonry Hangers 5 Tilen 2 (17N2) TRen 2 ScrewAnchor for Concrete 2 ABU44, ABU414R, ABU46, ABU46R. A81-15.5, ABU5-6, ABU65, ABU66, ABLJ66R, ABIJ88. Adjuslable Post Base 8 LOT2. LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3. LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4, LGUM210-2. Masonry Beam Hangers 6 Trien HD (THD-H4SS. THD-HBSS, THD-CS6SS) Than HD Heavy -Duty ScrowAnchor forconcreto available in 304 ABUSSR, ABUIO10, ABU1010R, ABU1212, ABU1212R 9 LTA2 Latera I TTu ss Anchor LGUM210.3, LGUM210-4, LGUM46, LGUM48, LGUM410 orSI6 stainless steelwith hex head, and 316 stainless steelwth 3 4 ABW44Z, ABW441RZ, ABW46Z. ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 AC4, A04R, ACE4, ACO, ACOR, ACE0 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, MFTA24, MFFA40 USTAM24, MSTAM38, MSTCM40, MSTOM60 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.12f9.25, MBHA3.12flI.25, MBHA3-56fT.25, MBHA3.5619-25. MSHA3.56/11.2o-, MBHA&5611 1,88, MBHA3.56114, MBHA3.56116, MBHA3.56/18: MBHA5-5Of7.25, MasonryTop Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head, Titen Turbo Screw Anchor for concrete or masonry U) 5 BC4,13C46, BC4R, BC6, BCSR, BCS, SCS2-2/4, BCS2-31S Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twat Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.SW11,88, MBHA5,50114, MBHA5.50tIS, 6 CB44, OB46, CB48, C966, CBSS Embedded Column Base MSHAS.50118 7 CB5044-SDS2, CB,5046-SDS2, QBSQ0&-SDS2. CBS086-SD,52, CBS088-SE)S2 Embedded Column Base 6 MBHU3,56/9.25, MBHU�5SM1,26, MSHU3,56;1 1 �85, MBHU3.56114, MBHU3:55/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114"lliq �?-VT'and FL#11496-R6 MBHU3.58118. MBHU5.6019.25, MBHU,5.50/11.25, MBHU5.50/11.88. MBHUS.50114, > W2 ranging from 3.5flit" to 7-If2" IMSHU5.50116, MEHU5.50M8 Sw 9 FroductModel. Numbeiror Name Product Descrintion 0 9 CCQ-SDS2.5i ECCQ-SDS2.5 Series Screvved column caps with W1 ranging from 3-1/4!'to 9-117and Seim # Product Model. Nurn ber or Name Product Description I X341131016-5K, XISIOI6,X11BIO16-4K, XQIS1018, XQ1 B1016-4K #10-16 Strong -Drive X Metal Seff-Driling, Tapping Screws with #3 W2 ranging from 3-5f8" to 7-1/2" 1 DTTIZ DsQkTension Tie Drill Point > 0- 10 OPT44Z, CPT66Z. CP788Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowns FL#113975-RG 2 XLQI I 4TI 224, XLQ1 14131224-2K 412-24 Strong -Drive XL Large -Head Metal Salf-Drilling, Tapping 11 EP544A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD36, H0613, HD713, HD96 Bolted Holdowns, Screws vifin #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5j HTT5-SI4 Tension Ties $act # Product Model, Number or Name Product Description 3 XMQi 1 4SI224, XMQ1 14BI224-2K 412-24 Strong-DrIvo XM Medium -Head Metal Self -Drilling, 0 < IS UCB44, LCB$6 Embedded column Base 5 LTT19, ILT-2013, LTT131 Light Tension Ties I $DW22300, SOW22338, SDW224�8�. SQW22458, SOW22500, SDW22000, SOW22e38, Strong-Ofive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 UPC4Z, LPC6Z Light Post Cap SDM2634 4 X0114S1 224. XQ1 14B1224-2-5K X1 1481224, XQ1I 2SI2241� XQ1 12el 224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 4-0 15 MPi MPI366Z, MPB88Z Moment Post Base 2 SD=15450: SDWC1 5800 Strong-Orive SDWC TRUSS Screw Drill Point 10 P844, PB44R, PB416, PBW. PB66R Embedded Post Bass FL#13G28-R5 3 SIDWHIP30008, SDWHI940ODS, SDWH19600DB, SDWH19SOODB, SE)WHI910GODIB Strong-DrveSDWH TIMBER-HEXSorew 5 XU34S1 016. XU3461016-5K #10-16 Strong -Drive XU Metal SO -Drilling, Tapping Screws with 17 PB844A, PBS46, PBS66 Embedded Post Base 4 SDWH274DDG, SDWH27BOOG, SOWH27BOOG, SIDWI-127110003, SOWH271'20OG Slrong-DriveSDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base SoQ# Product Model, Number or Name Product Description 5 SDWS1 6212, SDWSI 6300, SDWS1 6312, SDWS1 6400 Strong -Drive SDWS FRAMING Screw 19 PC44-16, PC46-18, PC48-16. PC64-16, PC66-161 EPC44-16; EPC46-16, EPC48-16, Postcap 1 SB518x24. SB718.24, SH1x3O SB Anchor Bolts a SDWS19600, SDWS1971Z SDWS22400,SDWS225OO.SDWS225I2, SDW822600� Strong -Drive SDWS TIMBER Screw (Interior Grade) CMJ EP084-1 6, EPCS5­1 6 2 SSTBI6, SST820, SST824, SST828, SSTB34, SSTB36, SSTB16L, SSTS20L, SSTB24L. SSTB Anchor Botts SDWS22800, SOWS22900, SDWS221 000, SDWS221 100, SDWS221200; SOWS221 500 FL#341�320-IRO 20 PC4Z, PC413Z� Praz, PCORZ, PC8Z, P08RZ, EPC4Z, EPC4RZ, EPCOZ, EP05RZ, EPC8Z, Post Cap SSTB28L 7 SDWSV30OD2. SDWS22400D3.,9DWS225OODB, SDWS22600E)B, SDWS2280ODS, Sbong-DriveSDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221 OOOQB Sea # Product Model. Num ber or Name Product Description 21 PPB44-4Z. PPI344-6Z Post Base 8 SDWS22312DEB, SDWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSC843-5: DSSCB46, DSSCB48, DSHS Bypass Framing DriftStfut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273OOSS, SDVVS274OOSS. SDWS2750OSS, SDWS27600SS. SDWS2780OSS, Strong -Drive SDWSTIN48ER SSScrew 2 FC13435, FC845.5, FCB47.5, FC849.5, FCB411.5 Bypass Framing FUed-Clip Connector U) SDWS271GODSS, SDWS2712008S 3 FPHSD34S1O16, FIRIHISID34131016, PPHSID34131018-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS SO- S-9 Product Modal, Numbarcir Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34BI214. FPHSD34B12I4-5K Drilling, Tapping Screws ICU FL*1 086iStR5 I CMST12. CMST14, CMSTC16. CS14, CS16, CSISr CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2,25, LSFC4.25, LSFCO-25, SFC2,25, SFC4.25, SFC6.215 Steel Framing Cori rector 2 HRS6: HRS8. HRS12, FHAS, FHAR, FHAl2, FHA18, FHA24, FHA30, M8TI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.26, LSSC6.25, SSC2.25, SSC4.25. SSC6.25; MSSC2_25. MSSC4.25: MSSC6.25, Steel Stud Connectors Sog # Product Model, Num ber or Name Product Descadim MST148: MSTI6O, MST172, S/MST27, SIMST37, SMST48 MSSC4.25KW, MESC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, Hl HTS30, HTS30C Heavy Twat Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30. LSTA35, LST149, LST173, MSTA9, MSTA12, MSTAI 5, MSTA1 8, MSTA21, MSTA24 S1rap5 43 mil (18 g a) 7 SCB43.5, S0845.5, 801347.5,9CS49.5, SCB411Z, MSCB45-5, MSCB47.5 Bypass Framing Slide -Clip Connector :3 GH4", GH4e-S, GH48-6, GH48-8, GH410-6. GH410-8, GH66-6, GH66-8, GH68-6, GH68- 9, GH61 0-6, GH51 3-8 Girder Hanger 5 6 LSTA9. L,9TA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122. ST21 15. ST2215 LSUEH3.25, SUBH3.25, MSUSH3.25 51raps 3�i mil (20 ga) Bridging Connector 5ea X 1 Froduat Model. Number or Name AS 18, AS I 8S5, AS 1888 Product Description 18 go. Truss Plates 8 9 SCS32-5197, SCS62-5197. SCS62-51118, SCS82-511 18 SCW3,25, SCWS-5 Bypass Framing Con nectior Head -of -Wall Silde-Clip Connector -0 4 GLMA, GLB56, GLB5C, GL65D. GLB7A, GLB713, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 go. High Strength Truss Plate 10 SJC8.25, SJCIO.25, MSJC8.25, MSJC10.25 Steel Joist Conneoluirs, 5 GLaT51 2. GBLT812, GLBTSI 8. G9LT6r16, OLBTS20, GBLT820 Glulam Bearing Plata 8 LTS12, LTS16. LTSI8, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3,518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLIBA, HGLBB, HGLBC, HGLBD Heavy Glularn Bearing Plate 9 MSTAX Ml STI3215, ST6224, 5T9, ST1 2. ST18� ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 g a) 4 ASHP Hinge Plate Cronnector 12 XLSH34E31414, XLSH7861414 #14-14 5trong-Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTieclown 10 MSTC66, MSTC78, STS236 $taps 68 mil (14 ga) Screws 8 UFP1O-SDS3 Universal F�oundafion Plate 11 MTS12, MTSIS, MTS18, MTS20, MTS30, MT824Q, MTS50C Medium Twist Straps 13 XC1SIOI 6, XQIB1016-4K, XWS12114, X01131214-3.5K. XQ78S1224, XQ78B1224-3K, 410-116� 412-14, and 412-24 Strong -Drive X Metal Self -Drilling, C: 9 URFP Universal Retroft Foundation Plate 12 S/131.58, StO1.81, S02.06, SIB2.37, S1132.56, S1132.66, SIB312, S103.56, S/133.62­91E34.013, Top Flange Joist Hangers FL#1573G-R4 X01 14SI 224, XQ1 14131224-2,51K, XQ1 12SI224,XQI 12BI224-2K, X34BI016-5K; Tapping Screws Sf64,12, 8184,28, S/1341.75_14B5.50 X181016. X1 B1016-4Kz XIS1214, X1131214.3.5K 13 SIBA2,12ffl, SIBA2.12/1 01 S/BA2.12[12, SIBA2,12114, SABA4.18/8, SIBA4.1 8/10, Top Flange Joist Hangers Sea # Product Model, Num ber or Name Product DescdaLM SIBA4.18112, WBA4,11 &14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 SYHD8S, SfHD8R S/HDIOS, SiHDIOB, S/HD15S, SIHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDRAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies IS SfHDU4,.SfHDUO. SIHDU9, VHQU1 I Holdowns, PDPAWL-MG, PSVL3, PSVLS-K, PCLDPA, PECILDPA, PTRHAS, Pi 17 SQCT, SIHJCT Joist Hangers 4 9ET-3G Ad hesive Anchor for concrete SHEET NO. March 6, 2023 PA 11 U) > MIAW 0 ,ML439-DAPECOUNTY PGT Industnes, Inz. PGT Indus -tries. Inc wm,�� PRODUCT CONTROL SECTION 0 FINE PGT Industrie's. ac. 0- 0 ?d -St*, Ragan 2011 DEP.kRnffjWToF REOnAT.ORYLAND ECONO&UC N GTIC E OF AC C EYL42N CE: E N1 DI ENCE SUI B M IT TED NOTICE OF ACCEPTAINCIE: EWRENCE SUBIJITTED -0 RESOMCES 0=) Mi=4 Flw,& CK3 BOARD AND CODIE ADMUMTFATION DMSM". T(736)3Uz_2590 FCAM)115-259_0 NOTICE OF ACCEPTANCE: EN'IDENCE SUBMITTED 1. ENIdeme subinitted under previous INO-A D. QUALM ASSITRAINCE U) NOTICE,OF ACCEPTA-WE (NOA) MXff_AULM__W_1*_"UV_YMC­MV - L Miami Dade Department ofRe RIR -co (n A. DRAWENGS B. TESTS (coutinued) gulatpry and Eoxomic ResourML 0 -0 -0 0 C) TeChnolo DXi._- Af -94 1070 L 5 Test report on 1) Air I iltiation Test, per FBC-, TAS 0 CL = Nlarth Ve nict, YL -3 4-27 5 (SubmiMed Under-NOAA.6. 11-40107 64) 2) Unifonn StaticAir-Presmue Test, per FBC, TAS -702-94 E. 'MATERIAL CERMCATIONS 0 LL SCOPE- 2- Drawing No. M.-D-5570.0, titled '-Vinyl Sliding Glass Door NOA (LW, sheets 1 3) Water -Resistance Test, per FBC TAS 202-94- L Notice of AcceptanceNo. 15452S.14 issued toVision Extrusion Lhaiited forth& Lrz co I CU C) M MsNOA isbeingissuedunder the applicabkMIeSLandre through 21 of 2 1: prepared by m-mufacguer; dated-11)X5,45., with revision A dated 4) Large Mssde In4mct Test per FBC, TAS261 -94 -N%Ike Rigid PV_ C Exterior Extrusions forWindows; and Doors-, dated 091115, gaUtions, governing the use of consiru , ctionmaterials.7he U) -0 E 0 documentation submitted has been re-wriewed aM a=epted by Nfiami-Dade CounlyRER -ftoduct COW01 Section to 04105/17, si virim on 09'3ail9, L_ gued and se*d by A- Lym Millerr P TE 5) Cyclic Wind Piessme Loadingper FBC, TAS 203-94 0 U) (D " 0- be und inMamiDa& Q=y aud Qtmaresawhere allmed by the Aiuha# Hwimglpfi�Ubml' (AID). 6).Fpmced. Enff y Test, per FBC,, TAS M-94 2. Notice of AcceptanceNo. 16-0920.08, isa� to Vision Esi=-�on Lituited fortheir -YE Cn ..0 Co C)- C_ co This NOA sballuotbevalid afLerthe expiation date stai*dbe1ow,TheMarai_J)aJe Cow�yl?roduct Control Sectica B. TESTS, along withmarked4V drawings, aid imstallation diagram. axinyl'sliding glass doorpepared 1000 Tan. 202 andlighter Shades (Non-NAlifte) Rigid PVCExterior Extrusions for < (InKumiDade Counity) andlortheAJW (inarenother ih;iANiiamiDa&-Count-f).reser,,%,e the tight to have thi,�s rport on 1) Unifonn Static AirPtessure'Test, - FBC.-'TAS 202-04 ANUdows and Doors" dated IU&I 6, expiriag on. 112912 1- 1 Test r 'Per by Femestration Testing Lab, Inc., Tea Report No. FTL 8_549�, dated I I tfiq 5, signEd and product of matenaltestedforqL%ikyamm.rameputposes. Iftisprodadormaterialfails to pedmmin&e areqted 2) Laige Missile IWwt Test perFBC TAS 201-94 1 Notice of Acceptance No. 15-01528.15 issued to Vision DanL4= Limited for their the Ma ctmw willmic" theexpense of suchtesting andithe Al-Umay innnediately-rev obe- ma dif sealed by Idaltnis Orb�ga. P. E_ (Test repwt revised on 12104/15 and 0-il 116) manner, y, or 3). Cyclic. Wind Pr essure Loadingper FBC, TAS 203-94 6- Test repor t on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) Alwe Rigid PVC Exm-ior Extrusions for mispend the. use of mwh product or matend within therjurisdicton. RERreservestheughttorevoke-thm of vinyl diding glas& door, piepared 2) Unifom Static:Ak Pressme Testr per FBC . TAS 202-94 1 along Wiftnl2fb-A-Up &Winp and inst2llatiDn dia Windows and. Dooi-i- dated OW1 3A 5. expiring on� 0913al 9- ACCet=e�L if if-jS &terVajnW bY,3j=Mj_,Dade CountyProduct CoutrolSection that this pmduct ar material fails to , gram byFenesiration Testing Lab, Incjest Rrport'No.FTL 8147-dated 11,07i"15, signed And 4� Notice of Acceptance No- 16-0712.02 issued to,ENER-,Gl�Fm—estmtion,Solutio:ns�US.k,. 3)Water Resistance Test., per FBC, TAS, 20,2-94- sealed by Idahmis,Orb�gx P_ E_ 4) Large Missile InW Teo per FBC TAS 201-CA 'TAN L FVC Exterior This productis appravedas 4escxibed hemin aadhag�been designed. to comply with, Ike. F1 13,�ilrfiagg Cor1e7 - (rest.reportrevised' 02/15,(16aadO�YZV16) Inc.;for their - 1 3040 and Lighter.Shades (Nou-lAlhite) Rigid including the Hi zAkw- 2 Test report on 1) Air Infiltration T�St,_ FBC, TAS 12�02 94 Exh-usions, for Windows, and Doors" dated WA 5,116- expiring'011 0'j)0*21 Per 5) Cyclic Wind Premwe Loadingper.FBC, TAS 203-94 - 2) Uniform Static Air Pressure Tes(perFBC_jAS?02-54 along 7 55. Notice of Acceptance No- 16-0712.0-1 isswd to ENERGI Penest-ihon Soltttions- USA, DESCMMON: Series 4��5;57W_ 770' V*i Stidiqg Q14��s Door (ReW4wred)wfwo,9 GP & 13*, carner-rL-MIM with marked -up drawings and itsudhtion diagrm of vinyl -sliding glass door, prepared 3) Water Resistance 'Test, per FBC,. T-4,S 2Q.2-94- by Fem%traticn Testing Lab, Inc_ Test Report NOF. FTL 8.5,52- dated IV04115- signed and Inc for their -Bronze and Lighter Shades of.Cav Coated Rigid TA-C Exterior JAPM4DVAL DO C UNEN T- Dtawiqg No . IM-5:570.0 Re v R titled ­Vin�i Slidiing Gh ss Door- NO A (1W Asem -indows 4) L;W 14isiile, -Inupact, Test per FBC, T.AS., 201-94 waled by Idaln-ds Ortega P E (rest iep-ort -revised on, 0211 SJ201-6) Extrusions forW � and Doors," 4" 0945116- expiring on ' 04/16j20. I through 21 of2lpropmedbymautfactitwdatedIO/05il�.5md Lulreviwd on.(P1D1t2J,, signed2nd sealed by 'yc ic Wind Presst= L6adingperPBC.. TAS A)3-94 6. Not�ice of Acceptance Fmcstration Solutions USA, 5)C A 1) TQstperFBC,TAS,`2)02-94 NbA"712.03 issuedtctNM­b1 z Testreporton Unifo=Static Air Presmur "dated theML -untyProductC=trdtRevisibn stamp vith theNotice of 6) F=- ed Entry Test, per YB-C 7 TAS'20244 2) Large Miss& Impact Test per FB C, TA S 201-94 Inc, for their "White Rigid PVC Exterior ExtraAms for Windows and Doors A- LynnMiller,P.E.,�beari'ag anti-DatteCo Acceptmwenumberand�eVirationiinebyfhe Nfiami-Dadle County Product Control Section - along with marke&Up &t#jngsL and inst�tion diag'ratu, ofv*l slid " ghssdompt mfed 3) Cyclic Wind Presswe Loadingper FBC, TAS 2?03-94 O&IGII 7, expiring on 01284 8. Mg q, INIIISSILE IwAcT RAmi-G. urge -and Stuall Alfi%5ile Impact Re.-Astant by Fenestration Testing Lab, Inc,, Test Report No. FTL 954-6- dated 1 L%,15z, *Xd and 7- Test reports N`o(s)_ 10-002-792(A), 10-06.-MO52 7, 53575-3-09- per ASTNIE-94, Limitations- along with marked -up drawings and installation diaggain of vinyl sliding glass door, prepared z sealed -by Idalmis Ortega, R E_ (led rVort re—vised on 0l)044* and 0211tn_016) by Fenestration Testing Lab- Inc., Test Report No.-FTL 6638 (santples A-1 thru A-22), dated ASTNID 1929 and ASTIMD-63 5, issued by EXOVA to Vision E=Lmon for cellulosic 1. See table- I (sheet 7) and table 2,(abeet g) for apocabteSGD unit sizes, desiga prmsures. zeinfmernmts types- 3, Tea report on 1) Air Infiltration. Test, per FBC, TAS 202-94 11.49110, signed and sealed b ccimposite material- ghuis_types� sillhW(4ee tablest-la B-2.shee;s 74) Andanchorkyoot sheet reqtireruenta in 11. thml6- y Jorgek Causo, P. - E_ (SukrNeW andenr JY 0A AW 1 1_ F 'YO -Pressure: Teit-per BC,TAS292-04. 2.. -Rip�id %1dte PVe C, Tan (Noawhite) R*,d TVC andBmvm coated Rhinted orlaminaud) while Ri_xd ny'C to be 2) unifoun Static Air (SubmNed tinder. A.N&T.t_01OZ04� labeled per ref6rewetd NOA's requiemeo s. 3) Water Resistanc-e Test., per FBC, TAS. 2 02-94 8 TestieportonL 1) -Air Infidtration Test per FBC, TAS 202-054 8- Notice ofAcceptance No. 14-0916. 11 issued to Kuraray America., Inc. for their I Egress opezabledom mmt comlAy-m6th, mm clear width. or height perFBC requirememt as applicable. 4) Large Nfissik InV2ct Test per FBC. TAS 201-94 2), Uniform Static Air Pressure T-est, per FBC_ TAS 202-94 "SemnGlasil (Clear and %Av) Interlayef. uq)iring on OTD411 8- 4. Pocket walls undet to be reviewedbyBuilding official 5) Cyclic Wind Pr essure Loading per FBCr TAS 203-94 3) Water Resistamce Test, per FBC, TAS 202-94 9. Notice ofAcceptance No. 16-11117-01 issued taKivaray America, Inc- for their LABE13ING:Each unit shalt bear a permonerit label with the niumflacturer'sname. orlogcL cit 6) Fbired Entry Trst� per F-SC, TAS 202-" 4) Lvge Nlissile Impact Test per'FBC, TAS 201-94 �'Trodfolg- TAtrackar. Clear and Color PYB luterla�- ers7, exlAring an OTO&,'19. y6f follownig statemEnt- 'Mami-Da4e Cminty RoductControlApproved", noted herein. along with maiked-up dawings and installation. diagrant of vinyl, sliding glass door, prepared Ic ix7md -premne L�Oadntgper FBC, TAS 201-04 'ITS REN7EW-AL of thisNOAshall.be ronsideredaftet atenewalapplication has beenfiledand them has beermo by Fenestration Testing � Lab Inc,, Test Rqxd No. FTL 8547 . dated 12M445, signed and 6) Fomed EntryTest. per FBC, TAS 202-94 F. STATE-11EIN W changff in. &e applicablebuilding codenegathmly aflectiug the perforwowe of this producL sealed by Idabis Ortega, P. E. (rest rqxxtrevised on 011 5A6) along with mariced-pp drawings and installation dmgrm of vinyl sMmg glass do", prepared L Statement lefter of confortuance with FBC-5550'Edidan (2014) and FBC-WkEdition TMAHN.-%-H0Nofthis,N0Awil1 occur: afer-theexpiraticadateor if thete Irasbeen a revidm"thwW im the 4- Iesi report on. 1) Airinf iftratiou Iest per FI�C_ TAS 2022,04 by Fenestration. Testing Lab, Inc-, Test ReportNo-IFIL 6337 (sauTles A-1 thru A-5), -dated _im?vb - P�E_ (2017� imed by manuf2etnw, dated O&IMA7. signed & sealed by L) Iler nutetiah, use, andtor mamifactmeof theproduct orprocess. Mimme of this _N0A as an endorsement of =yprc&ct, 21) Unifom StaticAk Pressure Teo, per FBC, IAS 202-94 12ftiX signed and sealed by Jorge A_ Causo� P. E_ (Submized nnder.-YOA No.11- 2- Statement,letter of,no fmancid interest, dated 0411&17, issued by manufacturer, 4 P�ed 6110E1, PE aconplywithady 3) Water Resistancle Test.., perFBC-jAS 202-94 & Sealed by LJ�MR M1 for sales.: adverfisingor my otherputpose&A-A automialicallytermwatethis NOA. Failuret secti'on-of this NOA diall be causi-. fortemination andtemaev-9 of N0A_ 4) LaMe MsWie hmpd Test pe-FB-C., TAS 201-94 3- Letter, of 12b coupliancepart of the abmv test mports. ADVERTISEMENT - The NOAnuutft- pxecetled by the wor& Miumi-Dade Cmdy. Fkf Wa, andlollawed by th e 5) Cyclic - Wind Pressure Loading M FBC, TAS 203-94 4. REK Test Proposal No. 17-0397, dated 05/05d 7. signed by Ishaq Chanda. P_E_ C. CAUTTLATIONS expiratigmdale-maybedisplkyedin advertimngliterature. Hanvpostionaf ffieNOAis displayed- then it shall be 6) Forced Entry Test� per FBC, 1AS 202-94 -1,0 I - Anchor imrification cak�tmns and. structuralmalysis,complyingwithFBC-2 14, done in its entirety. along with marked -up draw- inst2liation diagainoftutyl, sliding glass door pqmrd G. OTEOER ings. and Ono prpamd by PGT., deed 121109/1,52nd last wdsed 111516, signed and wjkd by LNSPECUONW: A copyof thisientireNOAAW beprovided to the user by Fenestration Testing Labz Inc-, Test, Rqxnt 'No. FTL 95548, dated 11604,45, signed and L Noticeof Acceptance No. 15-7j[210.01- issued to PCA- Indusiriesfor their Series _ythe tnawAactumror its distributom and AnthonyLMller,,,P',E. (SubatiffedimderNWAINo. 15-1210.q)� shaRlao availAblo- formiViection atthejob site at the request ofthelluildin m-l- sealed by Idalmis Onegaj, E. (rest, rqm*, revised on 014V 11 6 mid 02)11,1,16). V Sliding GlassDoor (Reinforced-) - UM1"7 expiring on, 04114421- gOfff 2. Glazing cou#ies with ASTME-1300-09- TImNOA revises &rtnewt TN0Ai.20-t4!9.05 and consitft of thispage 1 E-4, 0 E-5 & E-6 as well as approwd documentmenhoaediabcm- Al ek lAaq L Okwida. P.E. lsk2q I Uqzda.PY_. Ishaq L Chalwh, PX. The m* - mitted doc mueniation %ra-s reviewed -by Ishaq 1. Claudia. P 1� Product Conwal Uidt Superrisor Product Control rsit S-P"r Product Contra] Unk �mperrisar NGA No., 21_10!#5..#J NADAN6.11-0-21 .03 OANO. 11-0206.03 Impiratioo DaUt Apru 14 Expiratkm Dim let Aprit E3�picafioa Date! A j 206 ExpirationDaw Avrfl:14,2026 Approlml Date, Alarel 2 25, 20 1 App"VA Date.. Alarch. Its, Nil 21r2l. _ApFra�-al DateilfArck IS, N1 I .4*oral Date. 11arch - I 7 ra 1 1 -2 1 �3 FGT Lulustries, LK. CG1 U,"mdow.s and,13aw-3, Uc. PGT Industries, Inc., NOTICE OF ACCEPT-42NCE: Ek7WF_NCESUB_AHTTFJ) NOTICT OF ACCEPTAINCE: ]EA-MENCE SLTBWrTED NOTICE OF ACCEPTANCE: ]EX1DENCE St7BM-=D 2. Eddence, Submitted under prn-ious:sibmittal E. 3JATER1[AL CERTIFICATION'S (continue) 3. New Ei-idenoeSubinined Randard cornplying withASIM C518 lb&maal Conductivity 5. Quanex Part Suytr b_acer St k DRA1%TNGS 0-88 1 BTU-ia� hr.-f FL-F, ASIM F 1249 W%ftl�_-P= ASTM D3985'*qgen­Pass, ASIM E A� DRA%N-,MGS 1. Drawing No. -AM-55.5 70.0 RerB, titled -Vinyl Slidift& Glass Door N10A W% sheds 21'90 LG_ Durability -No Fog -Pass. (Subm-ftled underpretions NO.4 IV& 15440- 05) 1. Drawing No. Af D-5-470.0 Rev B� titled "Vinyl Sliding Giass DoorNOA sheets I I thmgh 21 of 2 1, prepared by timmffacturer. dated 10,105/15 and last revised on ' 04P-2t2O, signed and sealed by , A- Lynn Miller- P�E_ 6, Quanex Part Duraseal con3plymg with ASTM C518. Tbrunal Conductnaty 2-22 BTU­iuJ through 21 of 217 prepared by manufacturer. dated 10105A 5 and last revised on 02/0L21_ br--f F-21F, ASTM F 1249 WVIR-Pm, ASD4 D 1434 Argon Penneance-Paw, ASIX E signed and sealed by A- Lynn Miller. P�E Note. This revision -consistsreplacement of same existing. installation screw.with-flat head- B. TESTS 218-0 1 _G�., Durability -ND Fog, ASTM E 546 Dew � Point Devetputeat -2200F in 49 brs. 1, Test M, mris ow 1), Airltiffitratian-Test, per FRC. TAS 202-94 0�,bfttiwj under NOA X& IS-040.61). 2), Uniform Static Air Pressure Tea, Loading per FBC, TAS 2027-94 7- Vinan Fixtntsiors= Ltd- Parts compb-ing with PVC-AAMA 303-13, Voktatary-Specification B. TESTS 1. -None- 3) Water Resistance Test, M FBQ_ TAS 202-94 for- Rigid Polyonyl Cldonde (PVC) Exterior Praffies for Vision. Extrtmorts, Ltd.-VEX-1 by 4) I;aW Missilc Impact Test per FBC, TAS 201-94 AAMA Fenestration, F-Jderior Profile Certification Pmp= (Submkiedunder JV-0A.2Va 15- C. CALCULATIONS 5) Cyclic Wind Pimssute Loadingper FBC, TAS 203-94 0.409.05) alargwith, 8- Vision Extrusim Ltd- Parts cmaptying with PVC�kAXA 3 03 43 marke&up dm,.uW and ofall. PGT WmUies, Inc. representati,m unit s listed below and te%ted to q=ffy DowsA 791 ,md IMwsg 9 83 sfficanes, (Subm-hted under X0.4 No. 1 5446K 05) nfor Rig ide, (PVC) Exteri XT prepared by Fenesuation Testing Laboratory- Inc - Test Reports No�: 9- FVC­AAMA 303-13, Voluntary Specificatio gid Poly�yl Chkn or D. QEALITYASS UUNCE (D FI`L-7W,PGT PXkF5520 PVC FhwdWindow (urd 6 -in proposao, dated 0910344 Profiles for Vision ExMsicns� Ltd_�VEXA b A 1. Miami -Dade Department of Repbt(my and Economic Resources. a,t,ER) C YTIL-210-21071, PGT SGD780 Ahuniiruan Sliding Glass Door (unit 7 in proposal) YfL-20- certification.ptogratm y AAMA Fenegftafion Exterim Profile U) f 2107.2, PGiT CA740 Ahnn- Outswiag C%aasement Window (unit 8 in propo W) TYL-20- 10- Notwe of Acceptance No. 19-1217.14 issued to Enn* Fenesftlucu Solution, USA- lnc� or E, M ATERIAL CERTMOITIONS. CU 2147.1, �PGT PIA7620A Ahnninum Fixed Vilindow(buit 9mi pwposal) and FTL-20-2107.4-- their "Tan 5040 & light shade (non -white) %ite, Rigid PVC Exterior Ixtrusionsfer 1- Notioe of Acceptance No. 19-0305.02 issued to Kararay America, Inc. fortheir > PGT PW76220A Alumimm Fixed Wittdow (unk 10 in proposal) dated WARM. a signed WindawsandDobrs�", eXP=.9on02A)4Ql. "Trosifoll, Ultraclear, Cloar, and Color Pi,B Glass luterbyers7, eViring on 07ADR24- M 0 and sealed by Idalmis Ortega, RE. 11- Notice of Acceptance No- 1"122.02 issued to Enerp Fenestration Solultion, USAjhc. for 2- Notice of.Aooeptance No. 17-080&02 issued to Kuraray Amwrica, Inc. for their their -se mi "White Rigid PVC Exterior Extrusions for W- indows aad Doors'- expm''n "SlenhTGlasZ (0ear and'"Ike) Glass Interlayvii" cViring on 07/04,23- > CL 'gon C. CALC7LTL.A-HONS Q2(2&123_ 3- Notice of Acceptance No- 18-1106.10 issued 10"Vision EXnUSjojsL Lfinited for their.'Brown J­ Anthor veriflication calculations and strw=l awdlysis, couiplying with FBC 701 TaticeofAcceptanct No-27"203.03 issuedto,Etiergi Fenestration.. Solution, USA, Itic or < f Coated (Painted ok Laniinatod) Wld* R*W PITC Exterior Extru, sw�as for 17yindows EdWon (2020), dated 040/27%. ptpated by -d mid, seeiled b "B onze & hot shade cap - coa I ted I Ulitit Rigid PVC Exterior Extrttdons for AMY gue y, ther r and boors7� aLpifing an 09,30,,24. AnthoayLy:6n1%ffl[er, P_E_ NVindows and Doors"- eViring on04A-6-125- 4- Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusiow Limited for their series 0 2- Glazin cmVlies. with ASTIMEIMO-04,-09. 4,12) and -1.6. "*NT- 1000 Tan 202 and lighter shades (Non-VQ&W) Rigid. Cellular PVC Exterior =3 F. ST.4LTEAffiN7TS _0 D. QUALITIT ASSLMJVN`CE Emtxwdons for Windows and Doo n7- eKpii=. on 12t29/2 1. 0 1, Siatement letter of conformance to YBC 711 Edition (2020), dated 04=20, issued by- V Mi=�Dade DVaMpeW. of 'Regulatoryand Economic Resources. (RER). S*fted Md sea�jed _A_j#]h0nY"Lyftft M &er 'PE Virtual R O_ F, STATEINEEN Plans R eview A E. KALTER14LL CER-I'MCATIONS 2. Statement letter of no financial intered and of independent -issued ky mamdatturer, dated L Staftment letter of conforni-mce to YBC 76 Edition (2020). dated 0101)21. issued by for compli ssist, Inc - eview COMPIted L Not L ice ofAcceptance No. IMMI-55.01 issued to Kuraray Amerxia, Inc. forth& 04/18,2 0 mgned and Sealed by Anthony Lym Miller, P E mmnifacturer sVned and sealed by Anthony LVM Miller, P _E" ance with t and a gfee[flentL - by 08,b he 2020 a Cn '-Tm�ffbl& Uttraclear. Clear, and Color PVB Glass luterlayers7, eViring-on 3. 1�ivate Labeling A document betwem PGT. dated 033(V15 and signed by all 2- Private Labeling Agremxmt dated 010&21 between PGT Industries- Inc. and CGI ra 4,,, klahr C Ith Edition 07/081-21. involimd parties. Windows and Door Inc., signed by Dew, M. Ruadc, PZ, VY. Engincienng, on behalf of 2300 M 2. Not ice of Acceptance No. 17�D803.02 issued toKurarayAmerica�jnc. for their- bothcMupanies. ",SentuGlas.if (Ctear amd IA%it#) Glass lhteflayen:", upift on -07.NI23- G. 0 1 TBERS 3. Notice, of Acceptance No. 18-11MIO mued to Vision Extrusions Limited for thar 1- This NOA reidses N0A# 17-0420.06(PVTw)CGI) and updates to IFBC202,0 (7sEdidenj G. OTEERS "Brown Coated (Painted or Laminated)TV13ite Rigid PVC Exterior ExtrusiDus 04f-) 1,21 1- M3is-NIOA, rulses & renews NO-0 20-04-29,05 (K-AwlCGI), expiring 04tl4t26- forWmdows and Doors7, exTdring on 0930J*24- 2- RER Tfst proposals #19-1155 dated 011101'20 appmved b 2. Ue current associated PLA. CGI file #21-02 0. 01, expiring 04/14426- , y IshAql. C-landa, PT, eviring 4. 'Notice of Acceptance No. 18-1100.11 issued to Visim Extrusim Lirnited. routhffir 04)j4Q_J­ 0 CU Rigid ellulat I"IN7'C W sers,-N�T, 100 Tan 202,',aud'4,c&ter shades (Non--W`hke) L ' ',' C L , 4 _- ' r t'� 2 Exterior Extrusions forWindows and Doors7, tipiring on 12,12,50J2 1 -7 (1 < Ls"q L Chanda. P.E. Istmq I Chilads, RE. lzkaq.L Ckaad2e PX. Product Control Unit Superrimr Product ContrQ Usk SupervLwr PrGdvttt Control Umit So -INTOA No, 21-0209.-.03 NNOA No, 21-011KO, X0A No. :1-0.2as.w Expiration Date: April 14,2016 Expira tion Dadt.- Aprii 14,1026 Expiration Dater April 14, 1�1026 &Fproy4l Datec. Alarvh 1-4, Z021 Approval Do ti- Marik IS, IWAI Approof not- Afarch 25, 2a 21 -S 1-6 SHEET NO. March 6, 2023 I PA 1.4 Q) U) _C0 > 0 0 MIAMF MIAMI-DADE COUNTY 0- 0 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (D 0- " co -0 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 20$ Q) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (78,6) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE �URMITTED NOTICE OF ACCEPTANCE: EMNCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4­0 =3 Co -cu "- NOTICE OF ACCEPTANCE (NOA) W".Lniamidadegoy/economv W -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 1- 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 5 Seffner, Florida 33584 Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of Co co prepared by Craig Parrino, P.E., dated March 24, 2003 andDrawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 andDrawing No. LT461Z titled "Cast -Crete 4 ", 6" & 12 0 U) co C:) > -0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ". sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E 0 L_ a) L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and seated by Craig Parrino, P. E., on 08119114. U) CL CU CL The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March , 2008, all signed and sealed by Craig Parrino, P. E., on ILI .0 CU 4-5 U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ), 1. Test report onflexural testing on 4 ", 6 " & 12 " Precas Concrete Lintels Filled and B. TESTS 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 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and L Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Porrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of sucb product or material within their jurisdiction. RER reserves the right to revoke C. CALCI.TLATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cost -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALFfY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed andsealed by Craig Parrino, P.E. 1. By Miami -Dade Couniy Department of Permitting, Environment, and Regulatory Affairs. 2 Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4", 611 & 12"Ifigh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Prccast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24,2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated Februwy 03, 201Z signed and sealed Pari-itio, P.E., cert6ing compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1� Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 61' & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by 1. None. B. TESTS 1. None. County logo. Craig Paff ino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B� TESTS W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product, B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. Alone. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produa, for sales, advertising or an . y other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and EconomicResources (RER). mi any section of this NOA shall be cause for termination and removal of N L OA, 1, None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATION$ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. Mone. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130-14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. I_Al�iray*A. Makar, P.E., M.S. hruct Control Section Supervisor _/�Melrny A. Makar, P.E., M.S. Pr au-ct Control Section Supervisor _�efmy A. Makar, P.E., M.S. Product Control Section Supervisor #C_� A NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 2"630.15 NOA No. 20-063 .15 KKAWDADE G'2=UtM Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 Approval Date. 08/20/2020 Approval Date: 08/2012020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 -05A.0)f.to Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA , LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. 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.Regulwory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 4­0 1. None. 1. None. (1) CD F. OTHER F. OTHER I. Compliance Letter with the Florida Building Code, 2017 Editiori, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - 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 4 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. c) 1. Drawing Xo. FD4612,, titled "Precast and Prestressed Lintel Details ". sheet I of > CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL L T4612, titled "Citst-Cre te 4 ", 6 " & 12 " Lintel Safe Load Tables ' ', sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last MAY 7 2023 -6--f revision dated June 12, 2014, all signed and sealed by Craig Parrino, RE, on 0 January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS Virtual Review Assist, Ini c. I . None. Plans Review completed and approved Cl) D. QUALITY ASSURANCE for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M M 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS < 1. None, —0 O_ F. OTHER 1. Article of Conversionfor a name change. 0 LU Ofteliny A. I%Ukar, P.E., M.S. Cl Helmy A. Makar, P.E, M.S. < Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date, 09/11/2023 Expiration Date: 09/11=3 < Approval Date: 08/20/2020 Approval Date: 08120/2020 E-4 E-5 SHEET NO. March 6, 2023 I PA 1.5 ' � . h 0 ECO IN TILLIT TESTING & ENGINEERING COMPANY _ WAT.TT!R A. TILLM JR.� F�E. tIltCCD@aOL,c= M. Pj�. LWdail X,,. 44 119', R CA Lit- N". am" 9 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE, July 28,2020 1 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATE00RY- Storm Panels PRODUCT NAME: 2o GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: I lr*du LLC. 1 4500 S.W. 51 Street Davis, Flodda333i4 I .1.�!?_URFOSE OF EVALUATION', This Is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (System 10 #-1RO6) to the Global Protection Products, LLC, Rule CKapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivallentic, that required by the CodEL , 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. ETADENCE SUBMITTED: 2.1l PWODUCT EVALUATIONDOCUMENIT (P,,E.MJo Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/'2812020. This drawing it an integral pa"'110%illp"Isfil" Evaluation Report, k ',,�,X,"�'�R A. tJ4 I ��,,, _'�' O� ......... / -'t: __ - ­'�� "" I ". " U �'� - __ r 4--', .,.- _\CEA,y, ,. - --- ----- ;,� - , " - - ­ - — -;.,- - .� �Af- - No. 44167 � / - *-' 7/__41�180_ev *1 _* % '0' X-. I I& -;A-,- - - 4 O P D i,, W'. .' I 'P j�s/­ - " '�" "' - I Q1 6355 NX 36th Street, Suite 305, Miami, Florida 33166 - PIET= (305) 871-1530 "j� . , PRIDDILIC 11M1 2 2.2. TES _REPOR : Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAG 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-5eg dated 08109/19915, #06-570 dated 09118/199,6, #96-T30 dated 0912011996 'all three 510ned and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports 8 and # 2126 dated 1010611098 witnessed! by Gilbert Diamond, P-E. and Report No, 0210.01�09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2DO9, signed and sealed by Frank Grate, P.E. 24. STRUCTURALFIN , GINEERING PALCULATJONSz On 20 Gage Galvanized Steel Storm Panel for maximum parvel length vs. design Wind load, as wait as maximum anchor spacing vs, design. wind load and panel length based on rational and comparative analysis, and in accordance with section 161 e of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. I MWILE IMEACT RUSISTANCE; La rge, missile impact under .section 1626 of Ole Florida Building Code, as per TAS 201 Protocol. —4. AWND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall bees indicated on sheets% 10, 14,15, 16,19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shali be as indicated ort sheets 8 9, 10, I 1, 14, 15,17, 1 6, 1% 20 25 and 26 of 26, of Product Evaluation Docume;i �P.E,D.), clirawing No. 20-17C 5-INSTALLATION, Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 1.0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Indicated on sheets 6, 14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-17S. "kU10110fly", .'A' !� N 714i !NW, '�­�� �'. /,;t, '% �� ��! .... �' ..'­ '/ - , ,-** .,'\k1�EN,9e---.1' ' - ' � . , . 'Iks _�____y I— �_[�b-..-44167 "t, -_ * . . * Tt a STATE OF ! S . 3��t� �w 'f'--'Q'-"' AZORIO'�Au' " 9��.t "" . V, 6 .... .... �g "i� It,, 8JI)N"A0: NO," 0,141IIIIII41WILY11% . GENERAL NOTES, V -1) IN CASE THAT PREDW STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOA" BE FOUND ON 114E o" MR 20 M-fig.ftm Enn stow NAM EXISTING WALL, ANCHORS SKAU BE LONG MOQW TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STORM PANEL SHOWN ON TOM PRODUCT EVALLMINKIN DOCLIMENT (PCD,) HAS BEEN %tEMPELD FOR COMPUANCE W ANCHORAGE SHALL BE AS MEW04ED IN 8A) AND IN 13.2). ACCORDANCE WITH THE 2= (AH EDITION) OF M FLORIDA BUILDING CODE - (C �) 10- g _M�_EWU _�4� 'a iQJ4'W0bTAAJP INC An DESIGN WIND LOADS SHA� BE DETERMINED AS PER-SECTIONt 1620OF THF. ABOVE MENTIOWX COM, r'M'U 40ANUFACTUREM BY IT* BLILDEX, INC, FOR A WIND Sft-W AS RMtv,KD BY THE �JURISOKCNGN WHERE THESE SHUTTERS WILL Of INSTALLED AND - #14-10 PANUMAIE AM PANIDMANF PLUS ANCHOM AS MANUFACTURED By ELCO ODNSM."ON PRODUCTS FOR A DIRECITIDWISTY FA CW Kd-0,85, kISINC ASCE 7-16 AND SHALL NOT EXCE�C THE M,,Xww (A,SD,) - 1/4"t LAO SCITCht PER N D,S. DESIGN PRESSURE RATINGS, INDICATED ON SHEETS 7 T"RV t2, 14, 15, 16, TO A 20- .. 7PS10 " 51e WOW SUSHM, As DIRTROiTED By AU PO4W SCREW, SOLT *SPECIALTY Co� IN ORDER TO VVW'f THE ADOW CONDITION, ULV,IATE DES04 WIND LOADS DETERMINED PER Asm 7-Te C 1) MINIMUM THREADED PENCIA4110k INTO WOW OF EATICON ANCHORS Shki, W I I/,- AND 2- " ELM PANELMArt: PLUS SHALL BE FIRST REDUCED TO ASD. DESIGN WIND LOADS BY MULTIPLYING THEM BY OB IN ORDER TO AND PAMEWANS PENALE K)� COMPARE THESE W/ MAX (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 144 15, ", 19 & X IN ORDER TO VERIFY -IHVF ANCHORS ON THIS P," AS M511 WERE NET OVER STRESSED, A SU MCREASE IN ALICINABLE 1.2� MINIMUM THREADED PENETRATION Or LAO SCREW. INTO THE WOOD FRAME UNIT SHALL BE ! 1/2- NG THREADED PENETINAMN INTO STUCCO SHAL­ BE CONSIDEERED AS PART OF THE REOWREII THREADED PEHkillAtiM STRESS FOR WHO LOADS WAS ha USED IN THEIR ANALYSISS. I'ASTENERS SPACING T43 WWD HAS BEEN BETERWNED IN ACCORDANCE WON ILDS_ 20TS. C3) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WOOD SHALL BE AS NX At IN THIS DRAWING STORM PANEL'S ADEQUACY ITIR IMPACT AND WIND RESISTANCE HASt BEEN VERIFIED IN ACCORDANCE W" SECTION tSZ6 Ot THE ABM MENTIONED CON AS PER HURRICANE ENIONEEMNO & TESTING INC. REPORTS 915-599. 96-570 & 96-TM AND C�4) MINIMUM PENEIRUION OF WOOD EIVSHINt SNALL BE 51/$-, 1/4" 4­0 SCREWS USED -SHAL BE I i/2' LORD! MNMUV FENESTRATION tTW, L-8 WC., WORIS #2032 & #212.6 . AS PROTOCOLS IA-201, TAS-202 AND TAS-203� SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS WITH NO SYLIC0, TIES AS WELL AS AMEWCAN TEST LAS OF SOUTH FLORADA. WW, #0219,OT-09. AS PER Va 201, TAB = AND LAS 203 STAN04AM C,5) IN CASE THW' MUST STONE. OR PRECAST CONCRETIC PANGS� STUCCO 09 WODO BOARDS BE FOUND ON THIE fXTEftNC 2, ALL AUJMlNUM EXTRUSIONS TO BC W0-TIS ALLOT ANTO TEMPER, (VHLISS 01HERVASSE NOTED). SEE ",M7 I WALL. ANCHORS SHAU. BE UONa ENOUGH 10 REACH TOE WIN STRIX,'A.039 BEHIND SUCH PANELS A"CHOWE $HALL, BE AS MENTIONED IN tAj. C-2) * C I) I ALL, &UMINVU SHEET NMI. USED AT CLOSURES SHALL HAVE 2ITOS-1,114 ALLOY- (0) ANCHORS SHAU BE *ISTALLEO FOLLOWING ALL OF THE RECOMMENDATIONS 4* SKOMAWN$ OF THE ANCHOWS MWVFAC�DIRER 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCINURAL QUALITY $TIED_ ASTM A-653 4fM% 50 RMIMUM. G-60 8 PANELS MAY ALSO BE INSTALLED "OOZONMLY FOUDOWN6 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS 4 CALvANIZE0 STEEL OMONATION *ITY- SSS l,It (AFTER ROLLED,. THROUGH 6) EXCEPT THAT HEADERS (2) 4 Q SHALL NOT BE USED 5 ALL SCREWS TO BE STAINLESS SIM 304 OR 316 AIS SERIES OR CORROSION RESISTANt COATED CARBON STEEL AS PER DIN 50018 W 9 IT 94ALL K THE RE-SiPONSIBUT'r OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T ,HE SIRUCTURE WHERE SHUTTER IS TO BE W YIELD SWINGTH AND 90 kii TENSILE STRENGTH & SNALL COMPLY W/ FLORIDA BUILDING - 11�50 SECTION 2- �3.4, ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO COWRrTE. BLOCK OR *000 FRAME BUILDINGS. f� BOLTS TO BE ASTM A-307 GALVANIZED STM. OR AISI 2504 SERIES SIAINLESS STEEL WNHI .36 Imi MINIMUM YIELD STRENGTH, 10. EACH REGULAR VOW PANEL Wn, I LENGTHS O" V-9 THROUGH t2'-e. AS AER SECTIONS 6, S. 9 & 10 AND ALTERNMITS OW, I- , ANCHORS TO WALL SHALL M Ar rCUJWS- 5W & I QW ON SHEETS Z, 6 & 12 MESPECLNEL`V� SHALL A" A LEGIVILE AND READILY IRSIBLE MAMOTS MSMUCTING OWNER OR TMANT TO SECIW PANELS WIP4 APPLICABLE RIDWORCEMENT DURING PCRIODS OF HURRICANE WARNING (A) !� � I 1 THE INSTALIATION CONTRACTOR IS TO S ALL SWIJITER COMPONENT EVOCS WHICH RCMMN N CONTINUOUS WWACt' "TH t=CAULK MAKFACTURM By LTW GUTLDEX� INC (MiI, r-�102 p-i) THE BUILDING TO PREVENT WIND/RAON 1 4 - '11W. 04Y-IN ANCHORS. AS MAKWACTUM Sr DONALT INC, (MW� #'­J3OW p-) ;14* %. - /4 .. 3/4' SOUD-SIET ANCHORS, AS DISTRIBUTEV, BY ALL POINT SCREW, SOLT & SPECIALTY CO, 12, STORM PANEL INSTALLATION SKAIA COMPLY WITH SPECS iNDICAIM IN 11415 DRAWING PLUS ANY OIWIDING AND ZONING REMATONS . (Lh,,� t*­3000 P.-I.) . ROMED BY THE A.9ISDIC11ON %4ERE PERMIT IS APPLIED TO - 014-10 PANEL41ATE FEWU to & PASELMATE PIUS ANCHORS. AS MANVACTURED BY ELOO, CONSTRUCTION PROsum ' 0, (a) THIS PRODUCT EVALUATION DOCUMENT (R-F 0 ) PREPARED IF, THIS ENGINEER IS GENERIC AND DOES NOT PROIAGE IWORmATW5N V-3350 (", PA,.) - 1/4*0 CP TAP-CRIP ANCHORS, AS %ANUFACTURED ST Ift-FAST CORPORATTON (1'­3600 p-) FOR A Sn SPECIFIC PROJECT. I.. WHERE THE STRE CONDITIONS DE'AATE FROM THE PLF'D X 1) MINIMUM ENISEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3'/4': 2" FOR PANEUMAM FUMLE (b) CONTRACTOR TO BE MESPONSTBLE FOR THE SELECTION, PURCHASE AND 06TALLADON INCLUDING LIFE SAFM OF TIHIS PRODUCT BASED ON nos P-9O. PflOVIDED HE/SHE DOES NUT MIME FROM THE I;OWDONS DETAILED ON THIS DOCUMENT 10 AND PANEMAITE PLUS AND 1 1/4- FOR CF TAP -GOP ANCHORS. CONSTRUCTION, SAFETY AT SITE i's THE Cotagwrows ReSPONSIOR my ALT) CALK -IN * OOLtO- SET ANCHORS SHALL HE EMMEDDI 7/r INTO THE POURED CONCRETE, NO EMBEDMENT IN'To (,,) THIS PRODUCT EvALUAnOM DOCUMENT WILL BE CONSIDERED TNyAuD ir w.mom- SftX%O SHALL BE PTERMITTM 4/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONO MINIMUM SHOULD STUCCO EXIV, NO I' MINIMUM FOR WALLS WITH NO STUCCCL *0 VAY 81' HEADED SU"S CRY ALL THREADED SCREWS W/O MW, I4) SM SMI MAJECTS SHALL BE PREPARED Of A PLQRR* REGISYEKT) QQaINECR OR WITCHITCICT WCH WkU, BFCQWE THE BUT WITH WG4 Rim ENGINEER OF ACCORD (EIOR MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE, PROPER USE Of THE P10. &GINEFE1 OF RECORD. ACTIND AS A DELEGATED CROONER TO THE To THIS A 3) IN CASE THW, PRECAST STONIE� PRECAST CONIEFMTE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND UP THF_ PX.D� ENGROO, SHAU_ SUBMIT . LArTER THE STE SPECIFIC DPAM45 FOR RVAIEW EXISTING WALL OR FLOOR, ANCAMS SHALL BE '.*NO MOUCH TO REA,CH THE VAN STRUIC.URE BEHIND SUCH PANELS ANIC"CONTE SHALL BE AS MENTIONED IN A,A) AND IN A.2). (t; THIS P.LO- SHALL BEAR THE DATE AND CRIONAL SM AM SIGhkTuRE OF THE PROFESSIONAL EW-M Of ACCORD THAI PREPARED 17 (a) �219XISTI�� 2=E�' -ML /4 IF TAPCON ANCHORS AS MANUFACT RED BY 1, T IN BUILD". INC. 'A. SHUTTER MAKIFACIUSIER'S LABEL SHALL BE LOCATED ON A READILY -ASWLE LOCATION AT STORM : U PANEL SHUTIM IN ACCORDANCE WITH SECTION 1700,9Z Or FEEINDA BUILDING COM ONE LATSU 0 - 1/4 It 7/W CALK -IN ANCHORS. AS MANUFACTURED BY DCWALT NC (INN. e-1500 P-) SHALL BE PLACED FOR EVERY OPENING, LAKUW. V COMPLY WITH SECTION JIM,0_2 OF THE - I �4'* X 5/4' SQUO-SV ANCHORS, AS DISTRIOUTEID BY ALL POINT SCREW. Sat & SPIECALTY CD FLORIDA OUILDIND CEITTE. (UN P-two, P'.Q - 074-10 PANELAATTE FEMALE to AND PARIEWFIATE PLUS ANCIRORS. 9 MANUFACTURED BY ELCO, CONSTRUCTION OHLY Be ustmi W-1 [ ! - LFRODUCM �M?N' Vc-7071 P'.J.) 11 WtOTANNIt 'HE STATE Of FLORIDA, I , CF TAP ANCHORS. MANUFACTURED MU /C -GRIP AS BY -FAST CORPORATION , ­'i';;*_:� 4N ,;,;; . :�. At �'.� FLORIDA BUILDING CODE (1419h Vel"Ity H .'�� ticity H came Zone) B 1) MINIMLW EMKOMENT Or TAPCDN ANCHOIRS� ELCQ PARELMATIES AND CF TAP-G*- ANCHOR. INTO IHF c-Aw'; e, , . _ ly H - � -0- -,.' up BLOrX 01M 5HAL� BE I 1/4'. 4S .*' ."a vv= .V, 20 GAGE GALVANIZED STEEL STDOW PANEL Z ,' No ---. I — 0.21 CALX-IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7 ^ INTO JkE C B /B ONGRM LOCK .Q167 . = X_.._=M_. -,In/mo — INTO STUCCC.SIML BE PER MET) 114* 0-240 SCREWS USED SHAI L BE I L11- LONG ­ I , GLOBAL PROTECTION PRODUCTS, U.C. <2���'_ �,L V91ST, AND I MINIMUM 9OR"WALLS Wlr� NO STUCCO. 11-� STAT, OF - - I — Z Mit . I E�co.-'-�\. NKCS.. 51 Sm"10' - ';� _' � _� NI.Lff ­D`NM.R—MrA I DAM IL 333I 1 A�O I kot�% W== 20-176 I) t- :y' W_-ft 0. %-)--Y,, . .. .:&V�� .�. AloW. (" R I __ 0"o-l-V - O."'n.l., - _"Zxnp� ,. -1, . "I I 0000c N�' I , � .zw'. - . - - '9/0k� VAN"'N' SIA"Im A, Dun it'. P'F - . I -F S. I i��Y'�" ED, . .. ZZ=- � !M=_ I I I , _Jqi=.M1_4_=Z .­ INSIALLATION DEMLS FOR REOMLARK EAMELS(I & IN -TO EXISMNra POURED.&OCHEIE OR CC WXRM moon COW" ANCHORS - TOM SOCULE ON V stem a THROUCH II) CONCRETE ANCHORS 1­ I = SCHEDULE 014-I , "em 1 "�' a Ff'10UGH"It I �' , __ i � , - f-EiZZ -1;r M, _"'= O' \ �___ E. 0 - __ N IT -- T-1 OWED - ,,,%----:z =MVINCti� - 1�4 I , I-j'�'T , '-'� J " � " I -� , - � ==X I , IS :a i"(D , , - , 1 V I 2'i -II, NIII,- �_= \ "-, - \ I - ' ' _�� - , ' ==14T, 'N-� r 404 * ,, U4 ,,, _ , � I 1 - " ' zkl "I 'g'�Lr' " , , , '.II"7:__ _1 � '. ,,,, I. .' - , _e e " ** , 14 , I-;i- : I ,I , , " 1/4- MF� ��1�11�01 11�_'Z�W I k - 4 � IT t � � ... - 11 --� I , ,,,, i\"'�- PAOrLTS, - I __ I -- __ _eM ; I ,C:Z- " � t � � , I I I , '- __ � I I I h ; --- I I � I �� , Z' i -� '. . � , I I - ______­.J -, - --t . . �' z , 7 =POMo ED ' \' ; , " ; I 4 � I ,. '--, : 1 I .-� . Co.. '_1 DUMSTMO � __ - , , _ _ _ I Y_ 1� i E'D I . _ g , '��-� 0- I ;; I" Rmm I I " I e , QI'L .(�) I i - i CONCRETE REOV) I I i I _"� . , 1 t , , _ I I � ,,, 1� ' " 11. I � , � I R I I I � ' > "', I , - 1 Q*43A 4rw.- '� ' ' .'-" - - I # I MZ *W1101M, I 9 I ,'� , " �';�1'11111,"" �'."�i-' "K-L-1111 i VAIR, Ine IS " CAM STUD a i Ig va I g"r'�.V' -L - vp -WA - � T 9 I 1'. to WATIP, - I _�@ " I I I I i i I 12 11r Qc� " 'Ir ac I i I sm SMODIM , j­-­T,,,, -.SNAW- �01 � I = to -, .N ) T I I $ I '0 - i - 10 A, OL'Ie, I � I'll- I ' �il� - -, -- " I ou"SI, �, __ -, 1____1 - - � - --- --r- i i I IN A I , i It 9 =_� . ___� = Z i i 1 i 9 �- -- I I ' I -_.- - - �"'_ -_ --- - . # I ; I I I I I � 6 �� --T a I i � i V I A, I ! i I I i ; 1 'I- . . , .1 I SIM � I 0 § .9 1 t i r6"" s I I I . iz� I -(-,-A—.. I , I '���' , - I K* I I- ; i I I - I ! 11 ; I I DIETT, Sn't, 0 � ; I W -, 11 - - �' _W�0' ' �4 � ; , " =PoustiD, ... 0, C. - I - � I "­ 4 "r -0 i " V O.C. o"t V PJ ff �, � DUST 11 r"Mo I _P i ED, ING POURE , I I f, OR � 1F ii OONDAM I'm, REDUTITCO � " - - F ;' 17-e-A ­_ -_ � - C' I I � . a C E - COHIMM I 9.00( 'Ni � -­­ ... ­­­­­­J � ­1­11_11 - CONCRETE ftwtt . ,,, REOVIRED � �J:""' J-E�= I � �� W�"�'�."�'�'��j "'�"'S7�11��' - ' - � PEOUIPM I - t-E I, '" � .. 0sq- i ' . I I I-- __ I � - , ', � - ,,, f1f, . " =E.TPCUR!T1 , __�S/'� �, i , - I - "I I - , a , I - i4k, '__ - W - I � _j I /_�� 41,,,' 0� - IKLIT , .-, , , ' "_ , CONCRETE Ax ft / ;fm � S1,0CEROD wu.- 1-9 - - Q) a.. REOULM. CONCRETE ANCHDRS - � - I _--co O. , 1�1� 11 - CONCF= - -g4l ANCHORS - ' ?w I S" - I I '�":' - -04 TV, I - comoREM ANCHORS E: 9. C� "Ar '$%-,.M%Z , .11. W, Irl'"'Atz 0) VITE S011OW a- "I sO= a THROUG" 0) (SEE: SCHEME am- 011" SkS . IF - SHEETS a THIRP" 9) ') 11 WAU- VROKING !EM'I;i "IT ING A R MOUNTING IWIN'; I 111`17 fIN IWAIN-3 SCALE, VS-11 No I 1'. — JAOUNTINQ "WIM11". I .111, -" ___ __.- I— _'_.1 - __ I I t I a EZ. .t EDGE DISTANCE Sm Sc= III It - i - � - '_ - T 11 SEE SCHED LE ON U SHEET-- a & 9) 11 I 1AD 04M i 11 ! - i I i 71 =10 ! CANY STUS * 1 I 11 ,, 11- - --.-. �_ , ,2 lie at. :' TOP & BOTTOM MOUNTINGS CAN RE 11111-11-I., ; 4- I 1 ! 11 . . I 05'"JI0111111% A'��!!!!%"!Nh COMBINED IN MY WAI'r 70 SUIT MY �._ 1�11'1�1� - � '77 ' ' 7" "%�_ 1:�� 777777 7'777777777 77 I '� '.' NAtN��..�P% Extsim Poutp� , Q. - CONCRETE - '3/4't � � I ,l . _� t - � - - FLORIDA BUILDING CODE ft III 10I Hurricane 79no)l — - � __ I *:* . 7 , E 1 * � = gem TALMO, INC, 20 GAGE GALVANUED STEEL STORM PANEL FP_ 04"N',` or -r.—.:.—. '\_�' ". � A .:*= TE S ­_� �_ I- CEIIJNG,WD gn MQIlHTINr- . sl)'. 7�� %'. � _.- !N'tilip", Onto � - 1-i", �d� - I 1%,11'y GLOBAL PROTECTION PRODUCTS, I.I.C. '0AX. .100 S.W. ST SINCE! - D_ �_ - _�'__ __ �_ WC� ItL 33314 Z--&X 20-176 7 5551 $izp L ..' , Paw. '=':�_ '�- �W= � - Cow ­M' 0 - W#)MW­TM& FAIL BIM)MIS-0710 It zh-oomfo , . !I- I - I I- I - I - WW44 Nil ! I W&M A, T , - ALORIOI 2-i 141 'III. R l 1� �� t - , �.� ow 4 OF gi - i moptuc LnM,IuA1WX_XtrQa1 _%_202" :5 6. MATERIAL CHARACTERISTI AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor speoffications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D,). drawing No. 20-176. � 7. LIMITATIONS AND CONDITIONS OF USE: 7. 1. Shall be st ridly In com priance with General Notes Nci� 1, 8 thru 1 4, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 uf26 of Product Evaluation Document (P.E. D.), drawing No. 20!,1 76 prepared by Tilteco, Inc, and signed, and sealed by Walter A. Tillit, Jr,, F,E, 72 Produa may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1820.2 oftha Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. I Product Evaluation Report prepared by Walter A. TOM, Jr., P,.E. (Florida License No. 44167), President of Tillsoo, Inc. (Florida CA.000,6719�, WATILL D�� TILTECO ADMON RECORDS � P. E. REPOFLT-20 k GLOSAiL, FROTIECTION PRODUCTS, LLC 1 20 E3AGF GALVANIZED STEEL STORM PANW QRM 4 90-Va � REPORT At 20-0721101 - /F1 L I ECO imX_� TILLIT TESTING A ENGINEERING COM - .._________ I I __ WALTERA. TMI-A J&, R& P tIlte ... ROOMFL?1l T 4416" _T EVALUATION —REPORT F",&U-N�L0,300719 I REPORT NO.: 204727.02 DATE: J uly 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEdORY.- Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protoction Products. LW 4800 SN, 51 Street Davis, Florida 33314 1. RU6P9§E OF EVALUATION: 'this is a Product Evaluation Report Issued by Walter A, 111111t, Jr., PX, (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No. 61820-3, Method ID of the Florida Department of 6 uslnea4 and Professional Regulation. This product Is being issL - Ted an Evaluation Report as described herein, and has been varifted for compliance in accordance withthe 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 changethat may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2A. PRODUGI EVALUATION DOCUMENT,T—E.%). Drawing No. 20-1 75, titled "24 GAGE GALVANIZED STEEL STORM PANEL", I , �§haets I thru 18 of I 8 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteRk "M. "01. 40'.1s , Evaluation Report. �� I '� '.:.'kZ/%' '), "'. ` "...' '�' , E C/: - - - - . .1 - j� , . - .? if" - I �' . i � - , � * _ �­ ­ 167 1� z= - It .. : - - � : . � I.- - * � * 1 I " / S.'Z.. S7ATE OF 11 - - " Z , -P - - . "', O' � 11 'OR � . .' - , - . - , �0 . e --_ � 6,ISSN.W.36thStrcet,guiir-305,Miaaii,Fiorida33166-Phow.(305)871- - , -1 31 If011f, Iklklt' - CQ PONENM ME REGULAR 1k LIEE SAFEIY MRM PANELS (SCALE 1/2-11") --�,---�-----.---.---------.------�I&II6* CIORAL WIDTH)— --,--- -- --------- - - -,----- --� - - 11--­_­1 tS_IW (TOTAL WIOTH)�- - I ­___ ­­ ­ - -7 ------------------ ­12-SW (EFFECIff W6G7K)­- 1_____1_____1 I----- ------- I I I I : I � : -­"­­­'-­'-­$ 1/4"' - ... . . .... . ---- I I ; r----------45.2SO'------ - � I �--I.SBO'� �' -1.3*_ ,-I �150'_ 1 ""'SW I i ,-%��w �11 -'- ' ' � I � ' � ,t� N J . ' I , - 1 � I '�' t "t I I/ _-t_-So'_ DOW AN, THICK 1.150, - /N !� - - , I - " '� I I "' ' r- ___'7 _ I - z- J ' I < ." . . I ONMAMIM STITIEL, '� - "� I�r � � , �"'- �O. *i6 - AM A-0EQI - - i , - ' . 1� ' -15C . - � , � 11, f OcKA61E 50 '_ 'r- " ' e � _�� OD'u- ", THICK t . ­ , fe, , I I V PL"'� �' �-'ig 2�.'- W� �/ , '* �047 . G-80 tKv- = .1 .'� /_ ), HE 4AtVXNQhED STEEL - / ZOW ,24p;�" , I HEMMED Typ -, t ' 1, _' //�' 2.0)0* . TYP ASTV A-W I I \ 'AY ' T' I I -M _ _ HE"ED CRAM --a MINNUM CIETAIL 01:70,11. AJ -_ --EWE 0" 1. � - �' � titVAJI. A \ � 411Z r_00 mv. . ALL A . , 48Ar , ' L J. ,- � ------------------------ -- �'3 -.- -.- ------- I I � I - -1 - - - - - - - - - - I - J��;; . 1, -IAT I "W. - ­ ­ -------§,25G*- - 1 4.23 - - T 3TOWIL-fts" 0 END SIM PASU ­20II7 --- ' �"'w" 1 7­ = I " RMIR 3 PA�_��' '� 1`11^ 1-11 _I;- - '_'.1 , !"iintl'� ____" ------- -I - 2.1117-- . , I IW A a -.,w l/*'tF­NL I/4-IF-2a. .. I 19L - 1, "I " � I. 1 !2�: - W4 SoOrs X+ SEPIDS � I I 114 - __ 11 - � $ 1 ---I I _!.V5* . �?SW7­ W1 HEMMED CDOC ' ,-' �' . ' # I .1w 4 OL I I � . W -3LS sful WYETU SIS. STUD I -11, _� __11� I _;;�_"' . ' _t � i I �/MrLc'lc. 12 ,/7* Im � 0 A' �' 4 -_ -1 1 L I : f 11.2� I! To W. VI'low- '/ _'__�' *BOB 3_'�' , .1007 � I 093" ­ ! " IF 4aw ,, 1.=_4=1 �' . 2.0 : DO " , /� < � - 093" - -V : 2,l25 i SEE -- 75a �'._�J'. 'EI-9- - e � � I I I � I - " I !i, ,02A: ; I � I I 1 AJ _- - ' !�? q & 0. L I I '2V i � I ,,'� HEMW` - �' 1' �" I_' _'-i�250- -1 - � ; " I - 4 1 . - S�A I / /J , W WS I : ­1 I'I _�� I -- -- I �f L _ " r "I.sOr, -, ,�W___J' tr` 1_­.1____­ --!* M0K"-'--­'__'­' - L I 5 I - I � _ . � � - _-2. - TV W X!, ETAIL A Coo. SO , __2.000�".":� / -- ROUNDED 0DRNS"f" Of PANEL'S n9fi; END UP W/ MUMED EDGE, �D *b* HrAQM @ ex-MAM (�) ANGLE (R AN= M MUD @ ANr,LE WrW (N'T-S) REvIEME STUD 1 - - -----I WM . I SIM W, ; - = _j__A 11�4 * 2,04 I ; - 0,344' W, TOP FM -iLr O.e .374' . - _750 . � � T I-- - - PANEL ,lea'- ?!' , ,laso-7- � '310, I I - 1,30 . I,& ____ -, � C 1, __ - _,'A -, � AW � 7 1 . /*-,_2o 304 SERIES . - I t , ' ':7 i - 7 * - -�/� --_�7 - - I -"� . � i 1-407"i 1063' F V 05:1 r I . -- �11 5 STUD' iNvia TO '3 , 'j, . � � r- I ­1 - i I ; 1;4ZI1 0 42 */2' 04, � j � I � � . _1 - 11 t i � 1390' ' - 671, � ­ �:�+___.J 's � t;,I, I - - ,--4-1 1 i I I 1 4 I 1��Ar 11.0 ... Br .5w, (___ i -I'DO.- _1% � ­ 7�* - ­6 �_7` f � ' _�' F_ - '_'_ �&_ -2 TOS3" � � i � 1 ------- I � j I � _10131 1 . � I � ; 1 - 1- toir I - _W I LC=F% ____ , _�_ I I � , - �'4=.� ___ .957 1 ­11 t_ Im. L___ T _ ___ A . I , t 00m, PANEL OVERLAP , - � MS, IL 1, I 11 I . � ", zi;e ___/ Zow-__ ' ---?' -) 7.000- (�) KEY HOLE WASHER ,---I:::_:_ ; - T am E=Q I � 1003, (�) 'E- TRACK AMU (R 3Z6" = JUCK � 'a - Me _r �. j"%M011UNNA, MM STUD ; IM&MMUM;M) ;�44-A_ � �' I, r - -"--,,--.-.--' ( - 0* N� TIQN, : I I I - _M� AV LOW. P � "­� -- I . 1 -7 X, - ) I X'; . ..... * ­'tA : I I rox" '* -�,,--"yr't:N&'& 'I.' - 1 ""'! IS*. , "'W .* " i L& 1. i t ---- No 44167 i ; �' - I " = r­ �_W_ I = -*= I . - FLORIDA BUILDHIG CODE (High velocity Hurricane ZDre) '.'�" ______J I-- = **. * : -I '%_i" Im NICKEL Jaw"Me. a ' STATE Of .. _� - erm 7101M WE- FY S � I I— _LL_=='?5O* 1-875 WING NUT -:�% .'2 20 WE GALVAKUD STEEL STORM PANEL �- __­ S" 0 A il. '14-, WM4 &�' . X I i— 2.Qoo'--- (�� KU HOLE '4L'... ; .' - �� 'n W��-Al AT PME N. 1-1 GLOBAL PROTECTION PRODUCTS, U.C. ' "O.1t. �� ­_ - "� I 2*XZ!X I 1A* ONTO -1 , .=%" STREET ca) AT ALTIMMATNUT. ow WIND NUT W/Ovy --- Z� - �__ �_ - mi. jaL, 20-176 ALUMMK-Am" 01111IOUTHIC *ASHEN W/'VEOTOK V.!*,E =*0�4'mv -0, Amw (041600-7ISIA FAXr (SURISF-am _J MANNO - . =*1-11-321= .1111= Ox SCAL'VWnwa'm - - . ar nd.Vawn 1114;� " i M_ A SHOIJ 2 OF a I ­-.1 ­1 '" ,,, I ­ ''I I a k 2) ;;WiDr;--nM& 9) i I 1 ­,- -�4' i� ."' i : I 11-11 111­1�­� W 1p_� � . : � %Krum t [� 1 5i CONCRETE SUOCX i I A 0 ; , I _____' i I � I _'_ i I'll 1.1-1-1-1-, L. -'_ , - - _L_ I i & -1 , - ,1. -1 --- I - �p - , � , � , , _ 11 I , I li�' - � I 4, ce,NP I I w'=w � 'LISS, �­I ___1' I FAND. M" i ... � - I SECTOR a ____ � ­ �f __ � I = SINI ' iEE - ' I I _'� i wzw-s I �1-me""C" j.... ; 'Cl I f . I It � !, . I I /'�� 71771, 1 1 � 5, ' I ; � � I, .�"� I � � �fn`i� I , . "I DISTING POURED E i 0. .'�.� f � r I CONCRETE OR ' ' �' I � 4 CONCRETE: 01.00", I , I : , I I E-R. ,', REQUIRED. , : 1EXISR40 POURED � _�?' I, i CONORM OR ­_ '. IW,,iA 3 CONCRETE BLOCK ;;; 11 I �;, . � I RVOL149M , 1/2' . , , , t _ __ ... # I, "I'll, "I'll, 4 , "�' , . - �'�_' CALIA-M OR AWAMYT. , ". C FEMALE Ii AND co"CAM ANCHDIU, - �- 't PLUS OR CP ,TAP ORIP I 111�1 - - �.' ON On Saco" 00. . _� _" /' olm I '. k SHEM a lHIMLIM. 0) "6" S%rll".14-1? WALL MQUfMUG 'D'_­ �"� J I , .. Z/11. __ � DUST" IF NEW V WIDE I YARIESS X I/ �' WM THICK ALUM. TUBE OR t' * _O'_ I - _'�:_ , EXISTINE, STUCCO/ P T WOW PLATE SPACES I I ' -71 - __VOCID SANG - I - � - / � ' , * NEW I' WIDE . OAMES I 1/8' ; __01 . TUBE OR I' I VARIES t - � 7' WOOD PLATE SMCER i I ,� , L Q NO TRACK '. ­� . X� I CONCT= I .. I ON I I lir I I � tw j x0a 0.4� I , -1-1-N � "I"I" , - '�_]' i V OWE I I - CONCRETE BLOCK "A &Z&igW';W 0, SIX= . A) '112Z REQUIRED, Z TANIKS NOW. )(111. SECMON X!!!-X SCALE 3/6-'- DUAIL IF ­ . Top a A"4AWIT TO S ,' -998=9 BANDS ni E,D. - EDGE DISTANCE I (SEE SCHEDULE ON I ETS a & 0) rV`W`ILWeeA,c..0e . " 'V, t �,�_ I -1 - OW-11, , , , - 1-41-1,7\1 1 14296:"'., :_ - -� . - � "I'll k ..... L ,,' , L_�ioe­ _-Neu, . , Qivj,/if B�*) , gammoml —, 0-M 4 exeir I r- I- "-- _r' - I-= —4- _J );;- I" .1 11.� � = -= - - I N) -1 Irt t -1 'Ats., � 'Ir r." � -I - lir "Imll 0 __ — I W. =rl. , 1/1 " I Q�;e-'w (D-0 , I . . 6— - ---I* r;ktAwk I � 11 .041"I", , - A", Am,&= 11 'l;_ �ft " " '0IN, 1/4' _� r-,\ � TaIv /- -, 11 r "'--/ W­_11__= CASE C (ft" SCALE 3/16-l' CA$ , Sj&VN) __ is� "" L����" 'e'leat -- ='- - rw'-M! A, !0'05� -1 A - - - - - Mr.= :104=- 1 I I : . '�� I `_ T _011 Im I J. , _T I/ '11� Y! , ,,l)FAS � %X"-ITSe1`RD­ er' '�� I I mot 41 . L � ­0-6 I _'r QIWPONI ..."'... att-I ��0­'N,\, _/ '_\__J_ I 3E 4Y r'M E �PLANI I I SCAM 3/1"11 QDMT EVALUA 4117, 2 . - 2.21 TEST REPORTS Large missile impart load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R. Mahner, P.E., Boriz Moroz, RE, and Henry Hattgim, PIE. and Report No, 02119�01-09, dated February 26, �2009, signed and sealed by Edmundo , Largatespada, P.E. and Henry Hattern, P.E. Large missile impact arid cyclic loadings per Protocols TAG 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E, Tensile test re ' port No. 9CM-198 by QC Metallurgical Inc., dated March 13,2009 signed arid gealed, by Frank Orate, P.E, asper ASitlM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 31 8, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. 2 3. BTRUCMML ENGINEERING C"!JLATIONS- , On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchorspacing vs. design wind load and panel length based an rational -and comparative analysis, and in accordance with section 1604 Of the Florida Building Code, Calculation* prepared by Tllteoo, I nc,, dated 12il 8110 and 08/27113 (for this revision), signed and sealed by Walter A. TIllit, Jr., P-E. 3. M19,51LE, IMRACT RESISTANiM., , Large missile impact under section 1609.1.2 of the Florida Building Code. as per SSTD 12-99 Standard and TAS 201. WJND L!DADA-RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheetsS, 9, 10, 11, 12 and 17 of i a, of Product Evaluation Document (P.E.D,), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10, I 1, I � thru 16 and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20-175. 24 Gage Galvanized $teol Storm Panel has been verified for code compliance to work ,as a non -porous storm shvfter assembly, as per SSTD 12-09 Standard, I f MUKZR9912� - �6� I I 5..INSTALLAIION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru I 6 of I 8, of Prod uct Evaluation Document (P.E.Q.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 6, 16 and 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0-MATERLAL CHARACTERI MCS AND SPECIFICATIONS; Shall 4"Tictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P,E,D.), drawing No. 20-175. 7. LIMITATIONS -AND CONDMONS OF USE: 7. 1. Shall be strictly in compliance wah General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P;E.D.), drawing No. 20-175 prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr.. P.E� 7.2, Product shall not be Installed wJthin HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. 7.3- Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 4067,), President of Tifteco, Inc. (Florida CA-0006719). WATkLL DnTILTWbA:�MON RaCORDak P, E. R,EPORT,211 GALVANIZED S7.FELVORM PANLik bRI0,3420-175 � 1/4, 2/4. 3/4, 4/4. 5/5. 7/5. 4.IW/10, 2W/10, 3W/10� 4W/10, +6/5 5W/10, BW/111 & 7W/11 �.'3' MAX____________. AICHOIRS� FOR CONCRETE SEE SCHEDULE ON SHUT$ a & %-----.-,-3 . MAX I I * MIN FOR WOOD SEE SECTIONS ON SHEETS 10 & It � I' IAIN,_� I - _'; 0 1 1 0 6 - --- I � . 11 �_ -1 �1­1­7�__'_ I...", .I,,,- 11 I I I—, -T _T' ,/,-- ---'_',--T­'--V--'--'-, ­­­ -'- ­-'r ­­[ D'M_Oto.&�@ '­�I�_,_ I I � � � t � I I � � � E_ I � � I ,_ I t I 11 ' . I— � 1 i � " @10.@1@, 60 1 . -, _r i I � i . � 1 1 1 1 1 ! I J I ,�; 1 7, 1 �17 i I . I 1 1 1 1 � i It � i I I I 1 2 1 I � i 1 ' � . i '' i ' , 1 I . � I f I 1 1 I I ; I I � I I i I i I I H � � ; 1 '' . � 11 I � i 1- . � I I, I I � 1 'i � I 3i ; 1 . 1 � 1 i I ; I ; � � . ED . I I I - . I � - - " � L ! 1 I ;;"-L- i 9 � _ _J_ � � _-. "I __ -__ ­ _11 - __ _J _L_ - , ------ - - - � I ­ 1. ­ � I I .1-1-1 1­ - ", - r 7 - . 11 -_ ­ - - " -v---, ­ � -T- , --- ----I-- - - ---I --- - -ff - � " I i i �� ,� I ' I �� 1 1 1 � I I - I I I I i I I I t I j I I i I - � il " I - I _'�_ --- I— . ­­ "' I __ __ F - I .' . � - I ­ -, 1 , I - _ I - _', 'f I':_ . i -4* � ­t­ -- -' _<V 1 I " I i + I 1 I I 1 , .. � I � I t I � �__ I i I I I I I � I I - I � I 'I i0bol -PiAfis-W/ 'i /-40, :FW. - - - I 1 ! . A& � i I ! i I - A I UNBOLTED PANELS i I ­' I I ' � (SEE SECTIONS AS I I , - 1, I i J ' - � _ij.S. ws' SOLT W/ 7/0- . 3/32- 1 :1 � � ! I I ! I I � � WINIINUTS 0 EA. OVEFDAP I i APPL . F I I i I � . I ) i I i ! ! I (SE1 SECTIONS AS APPLICABLE . 1 I � . � I ; . � 4 ) S : I i I * I I I I 't , I , I 4 1 � � I 1 ! . I � � t I . § � 1_1 -i � ,,, -1- I - ____ � -L-1 ... I --i _11 I - -' - I j�L� I - '_ - __ - __ I - - ---T;,;. � � - _T__ - - -­ - - . I-- T �F 11 ­ I —_ I— 1. -."-- - I i ! E I ,,, I L "I _11 I I 1 �' ,-I - i I-T I i 1 . � ' � i , , . - � � i i I 1 ! 1 t I I , �' ; i I � I I I 1, i I I 1 i i 1 1 5 1 � . Ili A . ' �� � I ' I MA � i I i I ' I 1 I 1 1 � I I I "'I 1 � � i � � Y I 7 10 I , '. I I i I . i , I I I � I . I 13 - , D.M.,@.@,0-@ , - �­ I_ ! ___ I � 611­ - I I - � - �; - __ i�7. � i41_1 _01 - :It:�' i � IZ4 0 *1 . , ­ I ­­11 ­_j @-@'@-@� V �6_ 1 -Beelleetemid,mlit - ........ .. " I " ­13, kw -_ 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - - 3- MAX � I I 1. ON. I- MIN. � - ' IW/10, 2W/10, 3W/10, 4W/10, 6/5 � .W/10. 6W/11 & 7W/11 I _�_­­1 � ­ ­­1­1 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHMIS 8 & 2__,_.__ ----.,- . __-r1­­­- : FOR WOOD SEE =110TIS ON SHEEE7S to & 11 V__ A, - IT "] 3 & Q ELEYAIION Virtual Review Assist, N.T.S. Plans Review Inc. complet for COMPI ed and approved iance 247' 1/4' III- CAP with the 2020 FBC 7th Edition DAN. OVERUV -1 WHOU Wkutla bY Oebra Ann . , e Kiahr Ili I e ; I I I-- PX2300 I 4 — � Ill W. 'i � i/4� I , �' _1_/ N-./ ,%%%u 0 77 MAX GAP I .: Y-G) ; ", i 1. - \) S' . . FLORIDA BUILDING CODE (High volochy HHur cOns ZODIS) (� - - .... Z : . No 44 . S axal, "JIM INC, 20 GAGE GALVANM STEEL STORM PANEL FP. X DIAN In: : ' * ----,. SIT j __ In/2011 - SECTIQN A -Ai *'-. - .��� GLOBAL PROTECTION PRODUCTS, U.C. a' Mu'. N,T'S. !�t � _� , TATE 111!`_�_ I Z:::::� -.0'. J 1" I, *- ! .W 5.1" 51 MIT '0'.. ".Omr'� wal A. 33311 20-176 ,,, 'e"­ --­--:�g� A A �F!55-7w' I'A*- (w," __ 'I* -_ DRAM04, - .3"841 D N At , 'G ""'_4 I, - A - . I %1""I 4#001�w - - SIM 3 W 26 1 . I - MIALLAII911 DUAILS FOR MzQLAR PAREU2LA_0 _____.____­ INTO EXISTING POUREQ M,QNCRETE OR CONCRETE r - BLOCK SIRUCT!IRES ANCHIOAIS, FOR CONCRETE SM SCHEDULE ON SHEET 9 __ ---LIQURED CONCRETE : OR CONCRETE BLOCK _= CONCRETE CRIETIE BLOCK i____J;r DOZC;=0L= ) ---------- 13* McF. __ -_ _ FOR WOOD SEE SECTIONS ON SHEET 12 3: M. � P'.Sr I � RMUIRM I � I � REQUIFIED i , REOURED I :,. - '.!A;,,' I (MX awttAp -1 IMNOUE wam !�` �_ amwa I 1­__rl"IC"rKWS I I I SHUT 9) � . � i �� I S ­-1war-10.0 ; � I SHEET 9) L � � ' � - ��' I , I - I I W-111= I � � SKM P) � . � �11 s I i i � � MIT, � 11 77 [-K,44 � i 0.14 � f � __._1'__­_1! 7 t � I , , _�e I; ! � I I . I � �, �� , ! ,I � ` I 1 , ' i - - � ... ___ __ I - I . I IN ,� i t � � C�__ -, i : ; I � - — - ,' - . J �! � I r ; - t - _� I \�_ ------- - t . -.1 I ___1CJ T I � J � " � i ; � 11, � .' �' 'i' '�_�'4i I � ­iLi_ I i i i- � 1, I , � 1 I � . '�I � � i i � � , � I ; i i ; ; �ii�� � i i 1, I . . � �t - � _"',' i i � . 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LE; '� M 1 I "' : . ; � I � i ( � � L___J � 4 . � ___ - I ) L_E­ A � - I � i ; I/4. MAX. W , ,/ , I i '/. I— ­ - -11 i 7, �� ­- - i I/4' . - i � , Wl � '.� " SOO." , , - '-I i �� ��4 �' . � 1 � . T/4'*­2W/4' S.S. BOLT I I i 1�11' W/;7/8;�! WIND No � : I o I � - I I L - I , - t I ", __ __ - I 1 """.. - 2.0'r (WIN, COX* .1 VW WILLEY) _-_ -, - :- '� ... I I Ll L � i 7 0 i 1 2 1 � � . t ; CONCRETE ANCHORS 1 - ,�-,17T-!--�.�'17.!i����,7.��"!t�I _C_����� t i� 5L"'.]?��--_� X., - ... ;?_ ��K7' ��4 4 i : I I Et 04 (7 I I ___=ANDI'afts SuaGEREED 45a SCHEDULE ON I z CONCRITE MCHM r c - - - ISE[ SCHEDULE 04 SHEET 93 I ", 3 EEMEDL, MAX. : ) I . � I 0 SHEET III 1&� OR BLOCK SECTION A -A (In.) 1.1­4�1! OR OLDN �____=El= Off REDUIRM REQUIRED SCALE 3/32--l' RVOUIRED _Q W66 MOUNTING DIRE AN INSTALIATIGH RECT ANR WAkL _NTING _ MOU I"STALIATIGH 3/8-1,t %M,p I A AbIqU, .-:11t�� 1*1 ' .. �" '_ Eli *`� '� '-,�, . - FLORIDA BUILDING CODE (High Voiocity Hu cans Zone) . E.O. - EDGE DISTANCE (SEE SCHEDULE ON I N FOR 9Ql9IWM0 Of SECTION& TOP & BOTTOM MOUNTING$ CAN BE S -' .11 . 1 - . No 44167 I. 5 = . ' - = *: * , S '.. :: �----5-- - - 0 (W 5l- _ , . . /- _::l 02M TERM "4C 20 UM GALVANIZED STEEL STORM PARR GLOBAL PROTECTION PRODUCTS, U.C. 11LIEZO.Z. "� ~ ft 07"Ww" ITOL_ SHEET 0) COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION, S / aw SL*. 11 sow - ,P". Rl��' Nio.,.. le, LA"Zo awf, Im. 3"t. T .� .� � � ... . '�'.': - rAw . I - , "Osm, 11 RM 17 -4 P.0�. (064)6110-7,9546, FAIL (064)469-1017 41 - I - .* m It - WIT, -.1 M_ - -176 20 AND %It � 4 I , "'41 wym'v. X. A f U " n I .A. � SLU A, . P. , I LIL , - J i :f:j - I:- - ___ _�_J (1) (1) C_ U) -0 -M > 0 Q) = -§.--a _4­`0 9) W L_ 0- M _0 = .5 cu ... I—, 0 -0 a) -§­ a- U) - CD -t-! a) -0 0 -0 -= -0 C 0 C: 2 21 -2 = -2 a) 3: M = 0 .0 -4­0 M L.L t+- 0 _F5 > Cn (n W UM) L_ M 2- a- : E �_ -0 12 . = .60, co 0- < a 4 Z W mi C/) 1. L. a) (3) cc-) -0--i #--a U) =3 ICU > 0 L_ C/) CL CL < 0) _11"I"I'll' 0 C :3 —0 M 0 OL — C.) (1) L. U) M L. M =3 LLI �E < Z Z < _J (L SHEET NO. SH 1.0 sm Swatme 11 1 k . .1HOP', WALL AND FLOOR MOUNTING INSTALLATION FOR aMtcRITr APIOMR, smmu OR SPUT PANELS TA w Rom so, r m-I M-4 I.. c',.-* "MRAO 4" A/2 T - - ----- or NALL. IF LE MIN, F G., x 1, , IJ L, I- e- SHOOS a & 1) - 211�'11�wer' '"I'M F =0& 111-14 RUA" MULLION SCHMLE * 9) m- SPAN fn') REQUIRED kg� TUBE MULLION - , *,-r a', r � I/r > 4'-G* TO Ir-Or' I- . 'v . 1/0' S-w To Ir-lo' -' 1 5' A I '2- . . . ItcTONt 1. 31. � SWEIT4 �' ev-11f To 3*-V 2'. C. t/w 4 SPAN PRESSUAV RATING T8 VA �g FOR &S�Q %9M up T + D.J� J" ommm t-kilvo-1-11` NDTF- MULMOCANSM K I'm a PANELS ON TOP It THAT IT AT um OR Do 801TOM OF OPENING, cow PANEL OPERM 01 TUBE TOP & WITOM) A T 2 �2 tWUJ4H Off 2 SMM PANEL SEUT U""N No.44187 4m TkNom 0c, 20 CAM GALVANIZED M STORM PANEL I Flo . WIN" W. rGU09AL PROTECM14 PRODUCTS. =1 20-176 MOM ft� INSIALLAMON QUAILS EQR REGULAR PANE (j) A (1-A INTO EXISTING WOOD STRICTURE5 fTT -T- V 'H, vm z 4U.. Vu -. v "Aw w" Noun IssimLagN Buy, Ile - I, p INS 7- CEIUN(j 4 fma womwo WALL Ak E= NO WAU. NOUNTIND INSLUJAM - Al MEMMMIE 4W INSTALL&tm - ALTEOMM Sw (SECTION AT TOP IS LIMITED To +ftS-67.0 VAX. SCAL4 1/4' 1' JERN&MT-n ASM, DESIGN PRESSURE RATING) ScAw- Ile I. WAS, 1/4, - 11 zl= Act NOTES 1� INSTALLATIONS ARE ONLY' VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS Hill 100 0 SECTION AAW Sam Ile - r UP TO +55.5, -72.0 AND PANECS LENGTH UP To p,%,!. 2. FOR FRAME FLORIDA BUILDING CODE Ulfgh Velocity Nu canti Zone) NEW WOOD CONSIRUCTIOW WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL No. 4167 20 GAGE GALVANIZED STEEL STORM PANEL SW: A4 -0� BININTION QE JEC11ONS: TOP& BOTTOM MOUNTINGS CAN BE AMY TO OF:-� A lot - GLOBAL PROTECTION PRODUCTS, LLC. GOP T, ME C �-- W4 -176 I"", n'XR. on,44-FA a RIO, 20 COMBINED IN WAY SUIT ANY I ION. W= i-QVIO OF 28 vol"m ANCHM CONCRETE ANCHORS FOR to"ORM =A= go OHM 14", (SEE SCHEDULE 04-\ im SCRED --\ �11 FOR WOOD 0, 38M is SHM 1#7 1.) Z& Iw/15 -r- T r*IA 2/4- 24/4, 3/4 4/4 POURED co-C!"m I- . 2 & tw/15 A00 ON- f-s" $0,100" 04- RKIR WG3VOR PME Aw FOR Mt. rom 70 SLAS Ran. -0 q A, END PA"OLS) WAILS Ip4 POUIND OR CONCRETE BLOCK WALL LOM 14, 2/4, W4, 3/4 OR 4/4 L*I, & W/15 Lj�i, & iw/i5 ALTERMTE LOCARM /7" ON LIFE SAFE TV PANEL L AREA W/NO LIFE SASM PANELS LOCATION OF LIFE NOTE Ilium) I.*. REGULAR PARD-S W/ OR W/O REGULAR TRACKS (SEE NOTE I OwAm ANCHORS, BTL 0*1 LA"m S. (sa SCHEDULE on Lo"t 11"WIS01=61LILL OPTION Al FOR UFE SAFEIY F., AA-. MEM SHEET 14) MIAMI C= 1A0LR1'1;m4%1v%"w ASA,% 6 J-� ! I TO BE #tSbkLL0 OR ROKWED VACM INSIDE PANEL 11) & 11A 001COM MCHORS OF STRUCTURE- 002 SMIC)ULE ON S"m I.) -E ELEWICIN WALL MQUNTING WSTALIATION WALL ELM NQUNTING INSTALLATION SCALE 3/32--l' SEC= -1 sm&,� ve- - I- SECTION SCALE, 3/8* . I' I GAP I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN D40 PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (AW PA14EL LOCATION IN BETWEEN ENO 14M."PANDS- LIFE SAFETY PANELS MAY OR MAY HOT BE INSTALLED AWACENT TO REk& rTIMIRNIVIR (W/ OR W/O REWILAR TRACKS-) GEL "m Ij 2. LIFE S ANEL CONSISTS OF 0,11,214" GALVANIZED STEEL STORM PANEL AS SECDON 8-8 I. -711-AM&PSHEET 2 Of' DRAWING, THIS PANEL AUDINS "ELF TO BE RENOWn Oft WSTALLED FROM THE WSIDE OF SITIUCTURe, 3, LIFE SAFETY PAN REOWRES TOP TRACK TO BE COMPONENT BOTTOM TWX TO t'v T1 � BE AS PER SHEET 2 OF TMIS DRAWING a/ "iu Y 13E INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I EN ON Et, AS WELL AS DETAXS I & 2 ON SHEET FLORIDA SIALDING CODE LWgh Velocity HQ one Zone), 4. Wrt. LENGTH FOR COMPI ft.� ANCHOR SPACINS 11nitr0Z QDANCKORAGE AT BOTTOM IS GAREN ON 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES �& 2. SHEET 14, Mow RY2 COMPONENT MAY BE PERMANENT OR REMOAAAM, 1TT GLOBAL PROTECTION PRODUCTS. LLC. 5 SEE DETAILS FOR 0,1VAILATION VNTO WOOD FRAME WILDNOS ON SHEET 15- "A", To"n.. a =�ZrRtt A% W.ZMP 6 SEE SHEET 4 FOR DETA& APPLICABLE TO THE NECESSITY FOR T�fE INSTALLATION OF MIME' MI)ON-n45� fft MH)M-entl 20-176 SPACERS AT TRACKS INSTALLED 70 ANKENT AND BMW STUCCO/WOOD WDS �mtv-m. f., Q1- It Fx. WgLAVI J, 2j"I -giz a IMUM A.1% MM ERESSURE WNG - - hm malmum PULL Q N&M JONLY FOR PAMPLd'* At rQ 019MIATION11 M PRIt -V n I THINI In FA � A R A M OF TAX SOA -lu g 1/'V XED 1 ".11 0 A 7 V-S' No. 2 VC memim I Tim 5 A 7 ;-.-,a -,v-r of MOWN .u. IX-4- OR LESS 3 g/r WrAlzrm a 4 to � OULTOO W/ 114*0-2bil 1S VS, a wwm 00 avow 41 maiwoof OF PMEL NALID ONLY FOR PAMPS 1TA, Q OWISTALLAT11INg AS PER qWtftM I THRUI 7 FIN � L Z 41 WYARAt AS.A. DESCH PREMM Avow ("t) wAmwN mown V-C** toa f-m . 3 'Ir - APKICAMLE Swaa f ANY CONSINKMIt a not HAAM"ItIM", LOOM I TAPM 1-6-"Ai-614ti "Wi-6 --T 11NIX-00 I'Mmwa FDA" 0 pmatt"t ftm TO 0000IM comown: MOM To -� CO"mm ON -- to comatm I w- a= I ri� : Ow r */A 1,/. 0' YA 7- V MIA 14/A S' e v _±A R/A -1A NVA er */A +5&5i -72A v 911A 4/44 N/A v ft/N ff A, 4 Op Lms OR U33 v WA N/A 6 6' v 4 Im"oNg t/1A V, R/A v N/A VA It. NIA 7 m LVI 6, r (WITow) N/A 121/2- 6 1^- 12 112. d 1"v a V0 1/4 6 V., 0 ve SEE 94EM to k it FOR MWM TrK A SPACING FOR WSTMiATRINS WID WOOD MUT RKWUNG, IMMUM ANCHOR VAPPAM " MINIMUM 09 WANM Aft MOROCCO ON THIS SONWAL MR CO. UES% THAN INDICATOO 4" W0ULE kMW MOR411' VACO00 Of 1GAMM SP040C 11HOWN ON SMOUIL Or THE FOLLOWING FACTORS, MR INS OPTIRVION 10 BE PQOSW4 0" No er Use rHm MAIM* apgon mmlw rm �Aaf =4M.101w= Allow Toe t/41. ,G�--P- 01� 41. 1-it- 4--* --ve f - wta-m 1 3 ir. 4 kr/a E, E =41 EX mwmwm 09" ve SIALLABON -QR RF&ULAR I!ANE DEIAILS F a & (a "Re. wcms UP TO 4r-fr AND r, 1/4- O.C. 10 9XISIING WQQD MOMS Ir V.. THREADED J 1 0 HEADER fop ALL LENGTHS UP x, 7�1 Eal 71 3 ED ED On SO4VJ4 ON S'w a WE smoxy ON OHM a " TO SwmAriom GLASS FOR - SEPARATON 10 MASS. 7 ED f0i ED EQ' z "Ito P"m MAII"m MMUNOGIS VP TO a,- MR um-" UP 10 ONRIJI�4-10 PAPIMNATIE MACE 10 OR 1w M �L ftDxmw PLUS v, 12 t1r CL �' HIM I SCRIG11% ALTERNATIVE M ALTMHAM TH.C'm POKMIKION AT lg;ptor D'S"N' WOOD PATT MR 4 KATE A, *WAVM or RAM SCALE 3/0.1' SONX 3/8.1" Al U0116 UP To W-v V. RICII'M DIRECT UNTING %STA"mN NOTE -10RIUM TRACKS NOT SHOW14 MR C, ARITY CALE 3/5-1* MeNME 7W SCALE NMS 4%, 1. INSTALLATIONS; ARE ONLY VAIJO FOR BUILDINGS KITH A.S.D, DESIGN LOADS FLORIDA BUILDING UP To +55,5. -710 PSF AND PANMIS LENGTH UP TO B`-$' 2. FOR NEW WOOD FRAME CONSTRUCTIOAL WOOD MEMBERS TO BE SW14ERN CODE (High Velocity mu cans, Zone) FP. PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EOUAL 20 GAGE GALVARM STEEL STORM PANEL GRAN?f BY, N= FOR COMwNATION-jaE_SECjM; S a 711:1 C 0 - �Ir GLOBAL PROTECTION PRODUCTS, LLC. 4M &14. W STIM TOP 4: BOTTOM MOUN TINOS CAN BE WAY TO SUIT ANY Ik Aj"- ow FL =I, P4rk*. fm; 20-176 COMBINED IN AMY INSTALLATION. a" m-, WALTER A TIUJI PX -RAWMA Ug, k �1 4�9 I I F I STUDS 0 E&RI ME" (12XI O.C' TO PANC melfRIN44201MIR"M M"My! RIN me M, STUDS a om" vo2 IL 44 r M4, mr., (CAM It) M1vMUM ASA OEM POISSIM RATING UPWN or UP-W I a"-.w "MU&M mod a smawn PLUS #-p`UCMILE TO UM PANEL LENGTH V A. to CONCRETE KOO to CONCRETE L To m 'm To CONCRETE co.1-0 to N/A +55.0. -7LO -7- _�LA_ 7. 1. 91 r _!IA 1. _2!/A_ 0' 1 (BOTTOM) 5- ON LESS v N/A R/A N/A r I/A 1� N/A W N/A I it 2 (TOP) �65.0 -72-0 - 9. 5- 9- It" 7 1/2* 0' 9. 1. 9. ". Q* 1. TO +55.0 -772�0 6" A WA N/A 4' N/A 6' N/A 1. H/A 7'-6. TO IT-V I I " , A 1. :!L r 6- , S. , MAXIMUM Ala OEM pRQmw RITIN Utm. MUG a 5N w Hat rtp.� w 0 mw 0 r mR, mw w or AI" APPLICABLE TO SmTmwS, f & iw 0" 0� OF THEM MkvMU11 I'AH LENGTH v M) fAI-9 To 449,2 -61Z 3' 4 1/2* 4 1/2' (BOTTOM) I*-S' OR ILESS +52,8 -56.0 1. e e 2 (BOTTOM) 7--fr OR LESS +55-0 -7" 2 1/2- 2 1/2- 4- 3;�i//2' 2 (aCTIOM) 7'-6' OR 1LESS .55,0 -72X 2 1/2' 2 1/2- N/A 'It 5-7'-S' TO 0" 1+5510 -na N/A o/A [J! M(S) W /-\ /--1 ALTERNATE /--\ T -' �f SOMLE #2ZMR -�-- 12 F7 -3- M. CHO; �' AN Sp NG SPACIV DEML 2 FLO& MOUNTINQ W&LAMN -LICAME T-Q SCHEDUL" SCA; 311fr - I* MAXIMUM &S.D. =N PRESSURE MJINQ (Ra.f.) ANQ CORRESEQNDING MAXIMIN PANEL LENGIN "L7 ZMEQ= RAID. Uw1H 10 ZIASt 8--e am stfu 10, FOR "%Wk IWACNO FOR 0MRALLItrOW. INTO Waft MIME SULOW ~W ANONGO V= U4 foot MIA= AF& *WAUO ON ItIc, ICROQW. FOR ED. ULIA THAN MOCKRO ON SMUM REDUCE MOM SPACING Of RU401MOING VACM vow 04 ScIMLE or THE 10"wo F&-Wml rw YNG bl*�mwm to IK possam FMWM SANDING OBTAHM UUM FACTOR SHALL #0 BE U35 THAN ~" %W.*C 00"m FOR IENCH ANCHOR TYPE xr ANCHORS' imal, Almmm I'MON 1/4'. 1/41. 1/ 1/4*. imx% 1/0 3 to IA "x LU %m "m new wff (VAUD ONLY MR AS PER SECTIONS I THRU 10. ON SHMS 4, 5 A 6) MAX40M MAXIMUM MCIt= SPAOW MR LIX - 3 1,�r - '�-D' DESCH TAKON OF TAP -Ow i CALX-m Ah"IDAM FEMALE fD PANEUAIE PUJS- I sow SET APPLICABLE TO SECTIONS f & MAXIMUM PAW, PRESSURE 1,0000, m Cm In MNCRM 0wx TO CONCRETE To CONCRET, BUICK TO CONCRETE TO CONCIMM fOACK TO CONORM - T coNa"m TO CONCIVE TO Ow TO CONCRETE: to %am ANY COMORMI"ON OF THEH LENGTH ILI (41) NIA N/A N/A 1. A/A 6- N/A N/A 'N/A I (TOP) 4- N/A N/A 6' 6" NIA 141A I (BOTTOM) N/A N/A N/A 5 N/A 6. N/A N/A N/A N/A 2 (TOP) fi* NIA N/A NIAL N/A 5' N/A N/A NIA N/A 2 (BOTTOM) �'ms' -72,0 S. NIA N/A N/AL 6* N/A N/A 1. N/A N/A N/A 3 & 4 (TOP) >r-5- TO S`--r OR LESS a" 4' R/A N/A 6 . fi, - 6' 6' 61 r j N/A N/A 3 (WITOM) Or N/A */A WA 6- HI/A N/A r 11!�_ 7 (TOP) Ir 4� NIA N.1A a. er 6- a. V __!1A N/A N/A 4 At 7 (0011`010) NJA N/A 12 t/2 8 1/4� 12 1/2' a 1/4- a t/41 5 1/4� IZ4' 6 Ile N/A NIA IS (To P/SOTTOM) LSO4-63.3 N/A H/A 4 12 1/2- & 1/4�' 12 1/2- b 1/4' 6 1/4- 6 1/4- a 1/4- 6 1/4- N/A NIA 6 tTOP/BOTION) >8'-W TO +mo, -72.0 NIA N/A 6 1/4' N/A 6 1/4- N/A 6 1/*' 5 1/4- 6 1/4- 1 6 1/4- N/A N/A 6 (TOP/MTTOM) >8'--S' TO IV-2' N/A N/A NIA N/A N/A NIX 11A N/A 6 1 _�4' 1 6 114- 1 6 1/4' 5 1/4' a, 9. to (TOP) +43,11. -48,0 N/A .1A t VA N/A N/A 6. 6' 1 6 1/4' 6 Ile a (a OR LESS 0. 'v -�/- A A -;/- II/A N/A N/A N/A 1� 1. 6 1/4* 8 1/4' 9 (BOTTOM) 12 -4, OR LESS N/A N/A N/A N/A NI/A N/A 6 1/-' 6 1/4- 1 6 1/4- 6 1/4' 10 (BOTTOM) SHEETS 10. It AM 12 FOR NKNORS, TIM & SPACING VOR INSTALLATIONS INTO WOW FRAME Kvixw WHAMILAA ANCHOR PACHOS AND MNMUM MX DWIMM AW INDICATED ON TINS SCHEDUM MR LM LESS THAN WOUTP 00 SCROXXX RCWM MC90R SPAC44G Wr MOLMI,11MO SPACMID SHOWN ON SCHEDULE BY Itm FOLLOWING FAOTOAO� FOR m OFMAT" TO DE ftosswf� =1D'M*C=10LE VWU� NOT BE =$� INAN HAMUH SPACING MCCAM MR WO T NO MOM TWIT 1/4*. V" 1/4. _I/We MINION mw-ow Puts W. ma"m %ARm 011) 1 3 3 3 '/2 1 +--- a 1 3 3 z t/2 J'/j IF J r INUALWIN UAIL5 EQR REGULAR PANELSrb & (1-A INIQ EXISTINQ a Q STR �V' _,f14-10 PARELMATE PLUS -10 PANELMATE PLUS 1 718- f14 �= 7/a* THREAbEo PENETRATION To TO WOODr�R WOW "IW EXISTING own"o WOOD HEADER EXISTING f 6 Ile OY-' 6 lle ac, WOOD HEADER REQUIRED -U L SM SCPGZKP.E ON SIX SMCPAE ON Squa O"m a FOR 1"0. Hit. SM-Amnim 171 to !a QtAiO4 CLASS. NO, PANEL LERGIN M", PANEL LENM MEL LOICTH 4 (SEE NOTE 1) (w: Now I) RDX no, wx OF'V or v OF V MAN MA' UT- ORNr EQ. E'O 9 �46! LAO SCRIm O.C. W/I 112- Z%e WIN THRENDED 21.41 WOOD IIATE PLATE RREQUU PENETRATION AT MONTH OF PLATE P; -0 WIT WIDTH or PLAIF _Ie4 LAC SCREWS 0 oyI., D I 71611i, LATE ALTERNATIVENdWWWAM Djum MOUNT WALL,, 910" DIREGI MOUNT SCALE 3/6-1" MUOUNTIM9, IMSIALL&MN SCALE 3/8-1- MEWI. INSTALLATIONS FOR ALTEPMTIVES ft SW At IOW ONLY VALLE FOR If? ,S WITH A.S,G, DESIGN LEADS UP TO 443,8� -41!LD P�S.f. AND BUILDING I PANWS UP TO t2'-4* LENGTH .. ...... 2. FOR NEW WOOD Pk0iME CONSTRUCI`ION� WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDING CODE (Mgh_ Vedatg HUr cone Zone) I t2m VILMO NOTE FOR COMBINAT)ON OF SECTIONS 20 GAGE GALVANIZED STEEL STORM PANEL GROWN ary. TOP IIE BOTTOM MOUKTINGS CAN Of COMBINED IN ANY WAf TO SUIT ANY GLOBAL PROTECTION PRODUCTS, LLC. 0`4 RID"..& INSTALLATION. rha"AINOMM"My ITIr"11.1m 20-176, I . Mott- JW)ftt-1645. Fa ig"�101*4741 st-at, a" ORA"HA; �- W&M A. FUX1GK V16-pit OF M, INSTALLAT-19H DUAM FOR GIRTION # I FOR LIFE 5AFETY .5IQRM PANEL SYSTEM INIQ EXISTINQ MOD SIRL&TURES to RAY -41 ;Irz/1 vw 0 12 5 ALTERMINE 1 ALIERNATIA Virtual Review pl As Inc. fa aRs Review c I complia, -IffIp(ef an, FOR 0 Ce Wit a p Ov UPARAtM h th 2 TO OEM$, by Obra Anne OF C7t EO ED n la r 2300 EQ H' WOOO KATE REQUIRED -311 ALTERNATIYE ALIERNKTIVE 4 W SaRM W1 7 1/2� THR�A= PW 00 IgQ 114"AL.51w "Ra GRASS &S. " A, �� WOOD FRAME ;/4'0-2ftr ALTERNA11Y /4-.-20 AMEWMATE FUMI! W ON E CQNDITIQNS 4 ANCHOR LAWICINS PAND-MATE PLUS 0 IF J;G, I* It!/Uh, ScALE- 1 'tNtOflt HOW � SHUM TRACKS NCT SHOW MR CLAWIll WALL MOUNIING INSTALL00 N, TIU ALIERNA11YE I OWL- Ve LQPJDA BUILDING CODE (HIgh Yelocity Mur cone Zons)l Maim, z 20 GAGE GALVAMfZEO STEEL STORM PAREL aI I. WSTALLAT04 ARE ONLY vAtO FOR StALORCS WITH A-S 0. DESON LOAM UP TO 453.5. -710 PO AND PANEVS LENGTH UP TO 8'-r, GLOBAL PROTECTION PRODUCTS, LLC. 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'MC, rp .*5 20 GAM MVARIZED STEEL STORM PANEL 2 FOR NEW WOW PRIOR CONSTIRIA310k wow MEMBERS TO K sovniERN j - . - WAN Ill, , I -,*. - - - PINE NO 2. W/ SM DENS" OF 0,55 OR EWAL - GLOBAL PROTECTION PRODUCTS, LLC. '"'wacc I 1. "1C ... t '.. 51 6 C_ �.# � _� lk,�7$,_,-� 4 11 �11 .I - - 4 as _�Sm� �_ `aUL!`W`1_ _� , , T,v.Tr . aus"I"Miuss COMPANY 6WV M U314 -- -� F -­ - ase-M, wll.:�,= 20-176 -OS F,-, am AP-1 M!" A- w4w- to")ON-ma, M pet"-wirl %,,s � I .\� , G" AV* A. I, ,ft.fwwc". _17-ic.- "�.�­�_�'! K shij WAWSPANIMM110M &", 1 '. 7 I " ill. tMill, - A . I-. -I - - � ------ T­ ;;F �-- ----3= I I I - COMPONENTS FOR SERIES 20QQ & I 000 E-Z HANG STORM PANELS (SCALE 1/2-l') -2-ni�­ � --.�-1---Ir-�'r��'��.-�,---,�,,,�___,_�__-_�_.,-,�-15.19§' (TOTAL WwN)___________________ .... ... � __ ____ - �- _zm--7 , r 2.591 .- fE-. I I � , 250' � f­---­11 -­­ - - -­r­---j2,5Qc. (EFFECTIVE WjQmH)-_­______________ _______-,---, � -_ -- -1-- 1-2- -1 i ,41-1- I . 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I 318-�l _1_­_______1________ INSTALLATION DEML5 FOR 02110N JZ FOR WEE SAFETY SIQRM PMEL SYSTEM INTO EXISTING EQU ED CONCRETE OR MCME BLOCK mTRUCIURES - 21417 TAPOON ­- ANCHORS IZ11' TAPO" ANCHORS I 6-2, G.r- _ L � -0 e_ O.C1 �­_._jj�4 I � 0 III � I �� ­1 2,3W Lk , � ., FT ��, i ; I � � i , T.RW.=REn � 3-1 �� i r r-L i 11 I /4" 0!M­_ MOM REOLARM It 1 1/4' BLOCK REQUIRED i 1 � - ; f. - !1 -, If- -1 , 11 I 11:7 � I ----- - ___ i � . I 11 F-D - ... A - A � if - I � ; i I : :� .- .�. - - ".. - - , 11 I., � I . ,. � � � ­ i I I 4 I I �..' ! w z I : I I : . I . � � �: i I . : c . �-.--W_ __<� e I . ; I -3 i I - � I ; 1 liskesPAWIVA. A 1 1 .i..'s) L is* i ! I � - jar. - Wit's"N � i I t =%4_ if =,I,,- � I . i I IN . � � , E � I--,,-- - �� ­­­'�, I . . . . . . I'll, _ 11� , , _!'_`�"_ - " d F, i ! ft ,I ,�_ .1 r 1.1 11 I',, " � I ­�, ; 11 I � : th i I , __ _;� i I i -1- I I ,I, �1, ,- _!, � '4 _1 4 - � _ __� 4 .- It !g I !__ 1. -, - i I I I . � , 14, . �q ; �_ 1 ! � 4I 1 ! � A- - . 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Em; (".)IIIIII-am 0506110 20-176 1 I -- - INSTALLATION DETAILS EQ8 OPTION #2 FOR UFE SAEM STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 11 � ;7 7--.-rf �- 7�-,'Tgil -­ �_ ,_,_ � � - I I 1, I 11 j I 1i , , I , .�� - /"Z7Z,, �t -� 111,� - , -, ". i�i - ,z li �' _- . - Tl` , Z - af I - I , �11_ 11 , , , - , ,�, <"�,,,_ 'k �' ,1� I_- , _,­ I , _,,,�,> 11 I "I" - , � I - ___1/4�# TAPCOW 0 6- OX_ �, 11 .11 ,­­ '1*8 I O" 01C, 'll 1� - �, If I"READED i" �11 j , % Z, 7� � L I j 1! _. I In IN LED 1 I,= T � - I � � WDIDO =1 LUIPI: i�%6 1p, 11" �� �� � � I !A - �� � 11 HEADER , � , � I HEADER .m I ., � , I /I � ; ` - I , � , P I . 1, , I � i ' 11 � 3 1 j , 11 � �, i ; �� � 1/47 ,X, 4" t� ' 4/12' j 1/4' ­\ '/' � , , - � z, - *o� As- �.;� "I .� , , - , A - __ , M-1 , � is�l I I I � I 1 , 1 2-- ,� � __ - - - I i , I , f / \ I I I I , I � no - wk- , ; =%lwwMp­ - I 7,� . 1 "OD ,� 1,41 -, - "Hi , 1 ; �1� (L 11 1 ; ,- - , , � � & � owl i "" : � i i I . i ­10 : �111 � � i i : � ! , I � I No. &,~" i � � ; its CLASS I ! i M S000" I I i � � I I � I ON sew 11) ; 1 I i ! I ] vi, SUVAM"ON � - M=, I . *L1 M.. .__�. _ ,. j__ L" q1, U.. __ � ; PANEL LENGTH ____ � �____ - - .- - PANEL LENGTH (w i (SEE NOTE I BELM . � i I �� M SIW, 16) � I/VtA-20.r,_ ,, - ­11-1 (Sa Mon I BELOW) I I : rs� M,& ,7 - , I I -.1-111- ­17 1 i � =111.13M, ` I . : - .... ­1 1.11 1. 7`1�' - - =� � � � - _', __ _i I- , 15 1111� _­ ---". " - I .. 11 i � f I � i , , , , :1 I � I i : , � I � . - . , - - - ------), , . I I I � i I I � __ __ - - � I � - - 1;k_ - L . . . i I . i I i � I . � ; 1 - 'I I ! --a, , � : 1 I I I I � � � - : .. � 7 i i I i I ; � ! 11 � I . � . i V � � Sk � & I. � ; L "' EP. 11 I i � 1- ___,� - I � � � __ 1, 11,� ! I � . +1. 9i � i ___ - 1. I ,,, 31 1 1 __i_ ___ - i .q - I -, ' � - 116 , , __: , . , Ve I � _11_� , �� Q��PIATE i i P � �i !� 0 . 4/32, WIND NUT 2,14, wow I i , � 7/8'0 . 3/32' VAND NUT WAS-4ER p ,. - 0 6, f/4- O.iL -PLATE �� i i I WASHER 0 Wyow, " ,., REQUIRED ,� - � � � t �1 J. 1 ,� I � . � �. I '-- 11 cl� ,� . L . �ij .., N -. 114-10 PANELMATE PWS �.� _ �__� �_sj r rj i , 114-10 PANELMATE I" -1� - � - � �', 2 __�'_ 0 a I � , �il 0 6 f/4- o.Q w/I i,4' -- -'_, r 1 -, ,,; , . .. , "41) C - "' ,' - I I I I fl� . � 1 f � ,_ � � ', -T" ", MIN. PiREADED PENETRATION r 1 ft , i q'i AT MIDWIGTH 6"F PLATE � I I i AT MIDWIDTH OF PLATE "I , !i � � , _1� ��I_"`t�-_, _1 ,:1 . ��.,��__ 1­1 a" UN111,10 IN ON 100110#tiott. 199914-ba NWMM Ir ik,liq�P11%, 0 UEE Sam :16 ... ....'§ �� ", ", SCALE 3/0�1' ,.4anse . . $ SCALE 3/w� I - . , FLORIDA BUILDING; CODE (High Velocity Hu cons Zone) . - Z. I . M= 1A = 0=11,1T.0% W_ 20 GAGE GALVANIZED STEEL STORM PANEL F.P. = . �__ OR*. ill: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. OWW LOADS = * ,-- UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8*-8'. = *: . , .*i ­O.. �� ROTECTION PRODUCTS, LLC. ' ,- * (t��.t____:> OM. " � Z7:a[- TE =C0 � �,., , V96 . I � - N GWML P 2- FOR NEW WOOD FRWE CONSTRUCIPM WOOD MEMBERS TO BE SOUTHIERN . 4= SIX III STIM P'NE wo� 2. W/ SPECIFIC DENSITY OF 0-45 OR EQUAL �. Owl �, WW- FL 3=14 '-,'�* 20-176 _"1<;;;;111.. AEv1.A-_0T111"r=_ , WAW-' 4W4W-750, FAX; (104)602-eiln - ." I I - - - � so- , . "O#hiF,41iltoLwiF^/immloi;ikm __ __ CA-00MV0 Mel 1 `21 1=11 - I, "at I - LIM AE � 11 - - � I 3- m., 2724 V/24 I* wM. 10, __- T -I ­11 60 i -v j,[,.TG`­."Avv6)­ T-v ­GW­,;w� 6; ANNisl .1 I assive, T 111 er�� rl Ism t i., � . "?� "." . . T I 4 1 ; I I I I 1 I I 1 1 1 I I 11 f I 1 - 1 'SEENOME2,1.11ELOW 40 �, w � � I I CONaRM ANCHM Iso"MoLu am SHEET Nam: 4 easiv) - r M., I r h*L ; jl.,=S*-,� S ' .1 -3 � ; .:- p - A -�Lw, - __� 'SEE =aTE 3; 2. - � . : : - � w -- --Ir-, ---\_L4 M.� . . _ tsc,� 2t%U ."W'.!'�! � I' Al� LA�W T_ _____ SIX 903KIRS 99 SHM 26 v W. WAY , I TIrl A NO 9`� vit. �_ 3 � 0 OR q) *A OR */O@ - (2) ,�� PANELS; -IV- ' LAST Pwm (D To TIE wsw axav'SX1.0,11.1 I'm, - � ICA N EQR SERIES 21000 1* aw-l-L, ALAA- - FE.Sr I - ION EQR 7&=FFsTO FACLOAI I Be WSTAL I E=�L W"M EM SALE 3132" - I' M902w , - I �� M actist W�; I" INSIDE Of SYROCTURE. --jr /6, lh�� w - - - - __.- .- ib ,/,* vio, SW - ____7 -\ _J r-l/*' AN. MAP - - - 1/4. ". GAP -� i :�,� \ _/_ 1 Z \ ,- /' �,,,z 1'.z \. ,/,:K:=l (y, v-Qw/--@-0 \_/j \ \-Z �� 11_1_\_/_�_\_/1r1,S:7_ \S-11-1-4 1 QD" 50% SE0911 11- (d.-M-1--iff) To. MW - S=W- I' (1) DEFINCEIM 0L_-JAE5.JRWz E - Z HAND STOW PANEL SYSTEM CONSISTING Or PANEL � sma- " TRICKS a 7 krNILWE PLUS 0 , A 15' LQKq (0­G[ElWB"_ZML$�=1,'E - 2 HAND $ME* PANEL SYSTEM CONSfSTINC OF PANEI , (rAl WrOM W/ ANEt:7 U.t. , TRACks lop A BOTTOM (2) SH041 ALWAYS BE CONNECTED 10 BOTTOM TRAG9 MEENNiss: A STOP BAR (2). END PANELS SHAILL ALWAYS SE 00 " CIED1 I " I - WAII By MWAS or PANMA14TEI O* � I- 47,15. L AT BOTTOM END PANELS SH41 BE CoNqEs�� . "I& To F14A (r .P4,11i PROVIDED AT TOP OF SUGH PAbaS, 14 3/3i, WING N g mi I AS , 11 (3) CONNECTED TO BOTTOM IRAN. CONNECT flON SHALL CONSIST OF 51 %, DESCIel U, Low). I /=?l 4*ft W Y iY4 - THUMBSCAV I INTO TAPPED, SOrTOM TOWN= W01Fb*FAWSTnEW0EV*S I /4A AT "CITHER OF TWO - � (3). FUR CASES WHEN ENO PANELS ARE - AT -F.- __ - - '5' "ING Tp &MEW" - " DITERIOR FLAT FIANGES OF END PANI stop so r. . PAU. V� (4) IN CASE THAT END PANELS ARE NOT CONIWE GD 70 BOTTOM TRACK (L- A STOP BAR is ONLY USED AT= ATNL= TWO PANELS SHALL ft CONNECTED TO BOTTOM TRACK LIVING SPECS ABOVE IN SUCH CASF� CONNECTION' OF PANELS 'M 0 �,) (4). 2RU ILLAM WHEN END PANELS ANO, SOME INTERIOR PANELS ARE DIRECTLY siMAYO No SU. PANEUATES. ONE INTERIOR PANEL TO BOTTOM TEWX MAY OCCUR AT ANY RA103- LOCATION, WAY BE V= 401WLY =*I, %-nx W , M ATTA"O BOTTOM TRACK TO WALL TWO FANELMAWS F WING S W SHOWN ON ftVA'TON AND - -, I/2' , , (5) SEE, SECTION I % S! a 4' ON SKET 24, SU ANCHOR SCHEDULE Ofs SHEET 25� M( " ,/ �� EDGE % MX&VTO TAN I= =1 019ni"Cii, ,.:/,, I ir tw0filith"Aissif NOT NEED , ALLIED , O OFT .31 , , p ,$eNA i% AD= t LEFT & FLIGHT SIDE OF ORION PANEL) HAVE AIME" S. S�j��J!�j7,�& = MUM fK 'BY INSTALLAMON DETAILS FOR OPT49N. #2 FOR UFE SAFETY STORM PANEL SYSTEM INIQ EXISIING RQUEED CONCRETE OR CONCREIE BLOCK STRUCTL!m 1-1- �Y_4'�TAPCOR ANCHORS . I T*iCOM ANCHORS L vis MCI I rl*- O'Cl � "I I POUREII CONCRETE POUR a CONCRETE IF - DO CDN;,OT��, � ,',�` R N I OR C HERE WrOUTIV11FIT ILL I 4 PEOVIRED I .1 ,/,. 1 - I ­ �i -1 " M9 � - ; �4_1-*­ - - - , I ... � r- , , - - -"-- __ __ Is �� r ,� I I E�D.- �z I � : Eats, - I . I .� I - I 11 . i . 11 ! I I .. p . . - i I I I . I � -- - 1, ,� I I �_ - in, + -��-,,, , ,_ %_ 11 ; i " I , ", �,Q : . Q I . ­11 I 3 ! cow, I I i 9 I I : ! ; . I . i _vAositiaiv i ; - a, � I -AF , I-- W la v I i - 0 ,e - � - - l- 0 I . �9 I � 11 I -,- - 1 i I � i I t IN t If _1% I i i I I �J I I ! I -=,&A---.. ... " - -1 � i I � _- - I ; i 0 ,.-,---- ,y----- ... � r 5 - , 1-1 -1 is I I I ; , .!I I I : I � �_ i : IF- __r _­ I III I,----- - Aa_ �'_­­ il ; 11 I I � � . 1­1 __j . " -I-_ I_- - _. �� -7: - - � . III ------ _._-*,,r�­�: � *__ IF fb; I I I 11. W. iiu,*%s!') .. - I il W/ I . - ; f I d : ; I 9 L1__ I ---- ----- � I I 31,r 100 WA. A ; : i i : � � i 3 i ; I I I � I i I I I I I p ! 1 : I I I 10i;'1_1�1__. , ! ! ---.a � ',�_r I � . , E I I 11 I . I � , F DA �, i �� I 1 I I : I— I � . 11 �, 11 i I ... . ! 11 � I I I 11 ---- - , - ---I 1 4 1-1, I - 34-wo PANELMAt PLUS W/ : - -4 ! itly"t pV O�* WIND NUT WASHER i 001 IL i �, I eDURW Oft -AM OR CONCRETE BLOCK REOUIRED WALL MOUNTING IPTALLAIION M th 9 REGULAR ZAHU SCALE 3/6'-I' - I Sa "M IQ & 20 MR ANKIM TOE A A"llm Tim, - __!_0�0 -- '"N"M vrii _�� im SPAM M 0WAUAT06 0110 111000 AsAidis"'i 00 3 3 FIAME SALOINQ� ION ANCHOR SPAVIM AND = IDGE OWANCV ARE WDGMYc 0 . , ��__ 11-1) - SCM= FOR ED sM 7KAN 09WATM ON SCHEM" REDUCE AE-Kit IsIAMUC W "TIPLYING SPAC04 SKOWN ON SMINWU P`A�l lc� ww� 00 __2___ 3 � _-1-- Acift 1A on ts"CO TAM _L1_/1 BY THE FOLUDWM EACrORS. FOR �� OPOKON TO BE POWISLE IWOUCED _._ ._ _j 12 _L.�__ _____._ __ _7isi­ - - - - - --- smc.ft; OVAINED Low FACTOR "" All" BE LW DAN M46,1111if SPACING IRD"M FOR EACH MOM TYPE O. INS 11"ca"Ll - __ ___2 jL_1____ - -- .__.._1___11v .-,---- - - ­ I - ____ - I � - - _­ __ - - I - -"-I!- ,I t I 4 'LT - QKXIAP i , It t ;. i T =.- -.-, � ,,�. _­_�� � ­­_1 I ­ I ­_ - __ v".", W_ � � � "I " I , � 4 I � ; . I t f I � I - " i ! i (,��,T,%','.-,`,�-,�- . ; ,, 0 is- : � X% I . i � - . r ,� � , I I I - __ I I Q# __ I I . - '.L * � , I .. . r, � . � __ � . I .; I � I � , _­___1­_1t­____f p , ­'_,41�44;19`0 PANELMATEIRLV= 14w, ill 313r WING � III '-poliam ONCRETI` OR co"Givra: STOCK REQUIRED WAN I 11PUAIM 110 UM -MEMLANU SCALE 3/8--i- __ ­_ OMML MM VA 19 IF-2 HAM =MM PANIEL I E-Z HAND STORM PANEL SHOWN ON INS PRODUCI EVALUATION DOCUMENT (p,ED.) HAS SM VERIFIED FOR COMPLIANCE IN SA) MINIMUM EMBEDMENT OF TAPCON AN04MS AND PANELUATE FE)AALE rD & PANELUATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) Of THE FLORIDA EMLDNG CODE, BLOCK SHALL BE 1 1/4'. DESIGN YANG LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE ART'MMMNED COTIEO S,2) MINIMUM EMBEDMENT OF 114-0 X 7/0- CAV-414 ANCHORS SHALL BE IS 7/0* INTO CONCRETE. 0 FOR A WINECTj&EM AS Y INC JURCSOICTION WHERE THESE SHUTTE INSTALLE AND NO EMBEDMENT INTO Am FINISH MATERIAL sHALL, BE PERIMITTEO, OIR 4AISTV rMIRED FOR A 4(41-0,0. USING ASOE 7- 1 6 AND SHALL NOT MEE0 114E MWMJUM (ALSZ,) 4/4' O-W 55 SIDEWALK WILIS USED SKkL ISE LOWC CNOUG14CSOOLILD ANY TiNISH MATERIAL EXIST) To DESIGN PRESSURE RATINDS ININCIVED Oft %mEM M A 26, ENGAGE 3/0 MO ANCHORS� IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-15 SHALL BE FIRST REDUCED TO A.SX, DESIGN *IND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO 9,3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON TI4E EXISTING WAU� TO CWPARE THM W1 11". (AS,D) OCWN PRESSURE RA71NW INDICATED ON $14EM 25 & 26. ANCHORS SHALL. BE LONS ENOUGH TO REACH THE MAIN STRUCTURE SEWND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN EIA) AND IN 5.2), IN ORDER TO VERIFY THAT COMPONENTS AND WHIM ON NIS P.E.O. AS TESTED WERE NOT OWR SPIES M_ A = INCREASE IN AtIMAKE SIR= FOR WIND LOADS WAS W_ USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HASS BEEN DETERMINED IN ACCORDANCE WITH N.D.S_ 2015� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TKIE RECOMMENDATIONS AND SPECIFICATION(S OF THE ANCHORLS STOW PANIWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WTI, SECTION 1626 OF VANUFACTUR]ER THE ABOVE MENTIONED CODE AS PER F04ESTPAZON TESTINC LABORATORY. INC, REPORT j 2032, AS PROT0001.5 7AS-201, It IT SHALL BE THE REMNSIBILM OF THE COWK40TOR -10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUTTER TAS-202 AND 1AS-203. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHAU_ ONLY BE ATTACHED To CONCRETE, BLOCK 2. THIS SYSTE4 HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPMRO AMESSiNr INE OPENING FROM THE OR WOOD FRAME 8U11,0PIC& w(OZ611 #1SIDE UK OF A LADDER OR UFT, "IMISS APPOCA11014 IS VALID WHEN INSTALLATION IS INTENDED TO DC PERFORMED 12, THE INSTALLATION CON(MACTOR 5 TO SEAL/CAULK ALL �;Ht=fi COMPONEW EDGES WHICH REAWN IN CONTINUOUS FVQM IF OF STRUCTURE� CONTACT WITH THE BUILDING 10 PRMNT WWD/"N iNT",ION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH 3. SERIES IDGIO INSTALLATION IS APPUCABLE TO SINGLE AND DOUBLE 14UNG SME WINDOWS WHEN .ALSTAIUATION IS REQUIRED 10, BE- PERFORMED MOM THE INSIDE OF STRUCTURE. 13, STORM PANEL INSTALLATION[ $KAU COMPLY WIN SPECS INDICATED IN THIS DRAWING rU S ANY BUILDING AND ZONING 4. SERIES 2000 INSTALLATION 15 APPLICABLE IV SINGLE AND DOUBLE HUNG AND HORIZONTAL SODERS Sr?LE WWOOWS W14EN REGULATIONS PROVIDED W THE JURISDIC71ON WHERE PIRIMIT IS APPLIED TO. INSTALLATION, IS. REWRED TO BE PERFORMED MOM THE INSIDE OF STRUCrURE, 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HAW, STOIRM �PANEL SYSTEM*- IS FAMIT PDCM, S� ALL ALUM44UM EXMUSIONS TO BE 6003-T6 NILLOY AND 7EMPEA. (UNLM QTKERWSE NOTED) 15. (a) THIS PRODUCT EVNAXTION DOCUMENT (RED,) PRUARED BY THIS ENGINEER IS all Et AND DOES NOT PROVIDE- INFORMATION FOR A SITE SPECIFIC PROJECT; Le, WERE THE SITE CONDITIONS DEItATE FROM THE P40, 8, ALL ALMANNUM, SHE51' METAL, USED At CLOSURES SHALL WE 31C*-414 AUZV� T 7. ALL STEEL SHEET METAL PANELS SHAU, k*VF SIRUCTUALAL OUAUTV STEEL_ ASW A-W GRAD, SO Mm, GAL-VANIZED STEEL THIS PRODUCT BASED DAN THIS P E.D. PROVIDED HOME OOt-, NOT DIE%Tt TRW THE CONDITIONS OETAjLW Ott DESIGNATION WIFY� 58A sizi (AFTER ROUIO), NIS DOCUMENT'. CONSTRUCTION SAFETY AT 91T IS THE CONTRACTOR'S RESPOKIVOLUTY. It. ALL SCRM 'TO BE STAINLESS STEEL 304 OR ,'116 AISt SERIES OR CIORROSION RESISTANT COATED CAPIS109 STEEL AS PER DIN W THIS PRODUCT EVAOILTION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, W018 W/ 50 W 17M STRENGTH AND 90 WI TENSILE STRENGTH & SK411 COMPLY W/ FLORIDA Buit.00r, CODE SECTION 2411-3.3.4. (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY 4 f1ORIDA. REGISTERED ENGINEER OR ARCKITECy WHICH WILL 9, BOLTS TO BE ASTIA A-307 GALVANIZED grf-L OR AM 304 SERIES STAINLESS STUL, WITH 36 1,11 miNIMILAW YIELD STRENGTW BECOME THE PffIE]tli OF E .R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR FHE PROPER . ENDINEEM( C60 E AD. ACTING AS A DELEGATED ENGNEER TO THE PX,D. ENGINEER, SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS, SUISIMIT TO THIS LATTER THE SITE SP IFIC DRAWINGS FOR REVIEV (A) 1Q_EvzwA_p_%RM_WKB= (0) THIS PED, SHALL MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRDFEWONAL ENGINEER OF - 1/4-0 TAPON ANCHOPIR AS MANUFACTURED SY JTW� BVLD0, IMC. ( I Mthk fi,-3192 p4'i.) RECORD THAT PREPARED It - 1/4' 0 9 -1/6' CAUC-IN ANCHORS, AS MAKUPACIUSED BY OEWAIT INC, LMPL I't-0000 L:..j�) - J14-tO VANCLAIATE FEWE ID & PANELMATE PLUS ANCHORS. AS AMNUFACTUAto'sy ELCO CONSTRUCTION PRODUCTS, 16 STORM PANEL MANUFAMAW5 LAM SHALL K LOCATED ON A READILY MOLE LOCATION At STORM PAND. 104 (V­3150 F.J,) ACCORDANCE With SECTION 170.0.3 OF FLOROA BUILDING CODE, 04C LABEL SNAL_- BE PLACED FOR EVERY QPENANG� LABELING TO COMPLY WITH SECTION 1709,9.2 or 714C FtORIOA BUILDING CODE A,I) MIN" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL Eff 1 3/4- AND 2- FOR PANELMATE FEMALE 0 & PANELMATr PLUS, A2) MININIUM EMSEDIMENT OF 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7,W8_ INTO CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHAU BE PERMMM, I/4- P-20 SS SIDEW" BOLTS USED SHALL BE LONG EMOL"SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- pj plc7lsIS -tv4 NFO ANCHOR& !r461111110", __ el. li� A. % R I, IV - for C,,,p,iG I. 4;� 'jeN ,_ � - A,3) IN CASE THAT PRECAST STONE, PRECAST GO "tEtE PANELS, OR PAVERS BE FOUND ON IHE DismitiNd WALL OR I.".--.". � �\ ADM, ANCHORS SHALL BE LOW ENOUGH To, REACH T14C MAIN STRUCTURE BEHIND SUCH PANELS, ANCimORAGE SK&U. Is � 7,7 VkCEN,pi'%i�' r, I BE At MENTAIM IN ILI) AND IN A,2�, *. . 8 16�_' S b E .' No. 44167 I y 9 a -. I h (0) 10"OLUND-JONCHM BLO�f, APA" � = . Z_ L I =*; * : pr 4s . z * - 1/4- 0 TAPGON ANCHORS AS MANUFACTURED BY t.TW SVILDCX. INC - - --- t z FLORIDA BUILDING CODE High Velocity Hu corrit long) . I . 111 . , . - 0 X 7/8- CALK -ON ANCHORS, AS MANUFACTURED BY MWALT INCL ("­1500 ostl') 1. ., - Tknw. *sL 20 WE ry. --11/4 '... 14-10 PANELkIA'M FEMALE ID AND PANELMATC PLUS ANCHORS, AS MANUIACIURED 13Y ELCO CONSTRUCTION , I GALVANIZED STEEL STORM PANM DRAdAt ft PRODUCTS (f'­2011 p...;) 1. I - I GLOUL PROTECTION PRODUCTS, LM 07/0/=o / IL ECONINIC \ - ow SA $1 aRno __.� - � / 4�, pii&w. ivei=24, =11simpsmi-so,w, 20-176 :�V.-Fz C , =.Aue' - A- 4-1-*f � I -__±��-�_ ex ;-E-�"W,nw -, 'Mi j�� . 1-16 1�� - lu . - , - � . +_ 210,29 M �� � 1 -1 � I - - - INSTAUATIQN EDE URIES 2,090 AND 1000 E-Z -MANG STORM EANEL PHAVLOS POURED CONCRUE OR CONCRETE. 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I , I ! _'.. __ , � ROX90 _ , - T I � c� .. , i 1 � - , Powv/ I �., ,5",�, ­­p,,_­-_- , , , v,�,�,,.,'We�,'I��, � ,�� _ ___T I 11" - - -.1 � I �;��# I SP ,�.' [L_�, I I $Ali MR 1 r4V .V#* m Do %riv- - -, - __ MAIL'Asul � I I 'MR, I 1'r - i T i - N.. ..- .:-, _`�,� "' _AW" " - i I .=N" � , t 1 3 ,-I',- AP -low ,Z �,j ","'or - ,I ��� '. * 9� =.5ta, "Assuaim, a: I 11 . -17 �31` , � " I Mor 0 -..C--.// ; Must, sat.) I la " - 11 �1,q Of ow n) 1- 6 WAR . � AM*afle r I I -mum I CF. - I 1 2 (w o- �) .,r a,, Mo IHM .F ff" .*w* � T MnI"11 SEGM 2: I -rill ING issiall I - () SCALE 3,11-1- to tma INST, RUA&-Qw MOU .*LIHSL ,,,,, 'Aw. I � 8 MOM X , wZ14 I AZX.L SCALE 3/c-l' sSCAjqL1 3/1a.l- 1w k w ,s= fwlouwdAqxm ft" i I 11 wo "r AT I As MMIIItAIIj.#mj', I . - ITO - - r ,I, 4 � - �-q. PFNAWL.-k IF* , am, 11020 an ai Lo :,,, , I , CA'. . . . . . ...,_ .. ,�.. I I C ... 1 ) 8 051"W6 - *? HIMEXIIII.,111:10 ` '. S I A . 0. 18 -. S _­ 0 - - FLORIDA BUILDING CODE �Hlqh Velocity Hu kwis Zone). i - I AM, - . - I I RE�" 11 I It i:�:% STATE OF ..'_ INC. 20 GAGE GALVANIZED MEL STORM PANEL fl. /)\( .5 L-L-11 .. if owisw w, DUAL I tw.ltr - -..* ,, �L - ­ .. 0/211/201 WALL, I/r - I* VEW I - - u`w vii I 4 11LIECOINIC, MOM PROTECTION PRODUM U.C. wT, - I 4UvI3w . I .. wr -4 911k4_1%&r= RaAIL, TwIssistal-It4a- swc. ("43mal-sim 20-176 �_ � PAN, .1-iV4, f. � Pi - CA-001mlit . - 1-1- W*AHAW . w"luk A. .1 RE - __ ON IN' 4.1 ;z -"26 --- , . M a) Q) C_ U) ­0 -00 > 0 q) C- -ii.- -I.., =3 p a) L_ 0- C _0 a - U) cu i 0 ­0 a) 4-4 a- Cn - a) -IM-a a) = -0 0 CIO 0 0 -M -0 -jm- Cn -0 = 0 C= L_ - a) CU = 0 -0 - CIO " A+- 0 - CU > .U) - -0 In j=- a) 0 " ca- = � m -0 1-12 C . - - M C/) 0_ < a 4 z z w mi *4? / ,,,v I RL \ , vi, � j COM aw 4 , Piet. "St /17 Ith the - �011LQ opprol"'o, C 7,f r 1b dition U) _i.., " (1) (D (1) _c_- _+_j +--a U) :3 ICU > 0 w 0- 0_ < (D _11iiiiiij 0 = =3 -0 M 0 L- 0- 0 a) " U) M L. M =) LU :E < = :z < a- , SHEET NO. S H 1 .2. jw,UAj!1#J!w."1 #M#1*1[,I�m��i*-�"igi;140:,.Nil,,[mf77Aw�l',I - - -- I ittl�wi:(*,�1*01�1---Y*Ti,'-TtWa�5:",,[tmW.i �,i1m;1J',1J[w0v-f#,11*7 A ltv,�4mmvm ­ .. 11 W MAXIMUM ASV. DIE M.,.. .. `4140% w"ON APPUCADLE TO " mPR P-T 0 ,21*01%. SECTIONS .66.0, -75-3 TV OR LEN I $/w EIGUED. 1'. 2" X. I'W , Z'w a 31W , .66.0. -1S,3 70' OR LESS 27,1' - Rosym . I - ." & .,w ' =WWXngV1 I�M4�Fli�%&. At WINGNUT AT OVERLAP & QX OF PAM LENGTH 7 ­ iin-)*I�fl,lu�Zi*.�-I]U.IW")�%ii"IM=�l,lowl�oh,iil*i;lt*,"I*Ipkt=17iiillw_r���::: , " I'�4f-lw"l�#j��imi;itomt-i-�ll,�*,�I - A limillillillym,r--.I.-".!.I.V. - - - , w�W,timM.;,,Jviw,71 � A&MKIN �- "Immum ANCHORS OAMM FOR r� 0. - ,., 1/2. - - I maxAncElo AM 'eOMSMOVIN I OF THM ituatiom -Nm LENGTH *v (K) PRESSURE RATING k..I,l TAPCOHIT 1 C49-N 1 PANiONATi fwxx M I mz;wp-um----I To Gotatirm To CONCRETE To = - -1. m cow-4sr, =-- CONCRETE Ito -W,. ED= - 12* - INIA, I W NIA 12* - N/A -m 12* N/A I V & 2' (ODF) 1 Ill - x. -T-101- - '. '. A- 1. 4. i sl"111= 12- r 1 12, v 0- 1. a" 6 . . I SO!t;m1%01m1... "OLD. -753 - NIA N/A 12 i/2" - 11' _ 1 2, (SOMMI . 70, OR LESS 7- _ N/A 6 1/2' 1 N/A 4 112" 1 M/A I 4 112- N/A - 11 31 (FDA) t2l - N/A _­;�__ 7, ,r � N/A 9 1/2" "/A 1 1 a 1/2. I a 1/2* N/A 1, S (.) 12* . 127 j K/A 12 , -- - --I- F - ./A - -T - 12 . 1 M/A I I ­ 1 4 CMP) L- 12' - 6. Ir Eli 9 112' 12 . I Ill I I Ir -.-�H ___j * LIMITED TO INILO POLL &SM. RESIGN PRESSURE PAYING, A SOL um 26 FOR ANCHORS TYPE A, SPACIAC Fol, INSIALL"RIONS ROD) Wom FRAME ow.OM WMUtW ANCHOR 31401411% AND MINIMUM, MCC DOETANCE ARE INDICATED ON rAd SCHIMIKILL FUR ED. Im THAN Room ON SCHEDULE REDUCE ANCHOR SPICING BY MULTIPLM SPACING SHOWN a" SCHEDULE MY THE MLMM rACTUECL FOR THIS OPERATION TO BE POMME AEOUCIM SPACO03 ORTAINIED USING FACTIOR'SHAU MINIMUM SPACING RIOCAIM01 FOR EACH ANCHOR TYPE AT &;! Mlr_ AMONOR m __jjlt�I, p �4�_ � 1___!�A�.J_j/ pmu.w , __ 11 . MY, ANDHOR W#,*W 0.4 ; I `1 3 2 1A � te" " 1 3 I 3 X= 0 =.7Z-=,i - 3 1 31/2 --2-- 3119 4 0011111011. M "K !MM FAM - ­ -!.I,-*L- 2 I/r J1 - .r .- - - - I 5F- 1­141� I + REWRES Mo.. OWMADE BVIVIDEN BOTTOM OF PANEL I -JI/r AND 0 To Be 7.42, I I -I M., k- ++ R1WRSS Me. OISTIMCE REII&TTE0 BOTIMM Of PONE. ANIB 0 To m vir 6* kTv1-/-1.. ---- OMPONENTS FOR REPULAR. LIFE $A & E-Z HAN-Q STORM PANEL SnTEMS (SCALE 112-I-) -, -,--,----,---r,--------,--""--,I-L'-" ­­­­ -I'A5,12S. (TOTAL WjGTJq--­-­--­-- ­ - ------ 1-­­---1--­.1-.1­-­�, --2.Iv`-­--j i I I l I- ­10' V/4'�2w/.` I -,----,- --- -­--­­--12,SD0` (EFFECTIVE WtDTN)---- -,---- 1--l-­1 -­­., ---- I t , � III— .- i � .750- -$w STOOD RIVICTID i - F15-0- 1i I i S . �,---- --- s 7/4- (TYA.) - ----- ---- - ----- � � r- -374-" , , ­ to Mica a 6 Tf4- 1 . - I I I , .12--' � I OR 0 12 ipr- O.CL -� 1 1-3�0- - 1,3tO*­ � I m, ­ / �'f'L x 11W '- F-1100' � �I w- T�, fj- - � " � � . I � i il I-- lo- j BIAY BE REVERSED) r , , -� I p " "I I � � � ;1 I I I f-,'", 4 " 1-1 - - , - - , I - A �2w.v, 1 I I I F------ - 1 -- � I ;:� ,�,. ,6 Jib , I'm- I ----� I -JA . ly'-, �el O.OA4- MIN. THICK ,,�­ , � t ­� 1471' 1 1 . W. I 1 NEMMED - i MILWAZ STEEL ,-,,4,l . I I I %. ,O)v I ---A& I � m ASTIA AM ­ - � .084'- - i I .w ! OWS 00 MINIMUM I - � 1 2 1w - i ­­J I,— I U-16 CALv. i I _ -". � ,wo.--j J25" - -­ DISTAIL A 4V / -3 i-1 .illw rml -------- �------- ---- t-, T STORM PMEL f �,-,,w -- L--L,--.------ RETAIL 2.OW-- ; I PANELS SHALL BE J�w YS ­ 2,3w­­ ts= FROM Lryt 70 / '12 i DID AT im RISE: OF PAROL (�) NO` (�) *F' BACK (�) AS= M SW ,.�� , , .., I -T�xoc" I--,' , $­- CA=,, .. � 11 Ir 1111 J`NiNfIL�S )ENOF Lt 11 '1--­,­ 1. , ------ W1 NEMMED EVOE '37zi- IL2710 - - ­8 . 1 tn .a.-- I l 'I-,' � , �* PANEL � , , I ,>,,�' � A 1, ­ �z I 1�� j - � --'� "I ,/ / - o , L _�,�H 0-2?P�A / I 11 , 37, i---foo' i " / '1-1--� Ili F --- � � � I I I `­.1 �, I , 925 - .45 , � :`�A �--- // ,-, - I . l - - , � - --- I -a". ...I ,,,, 1, � - / -­­ q­- - � - ----2SSI­-- I 1, I -. W011141- - - - 7 1 � �, 00271st 1 1 - 1 -42w­ � - � I - " - I , ­ � I I, At- 11 OR (9) . - 1 1250* 1 1 LVAMG V" W&L A W4 t: A.-i � T��,-11 �et ,v , - , I[- LLL I . .1 W11 - io Rovww CORNER 9 ENDIs OF PANELS I - NAL �015' ­ �- "', f N ,-- ENO UP W/ HEAMED COM L,,--"- -"-.Ml .125' 1 � I-2,376* --- KTS) '375 . i I � ` � 1 i I rl­� 9OGE " TIP. T AUAMA � 2,500 - I I ,_ ­ , � ZID. . 4 f, 4911 Zen` KEY NOLL WASHIM ; I I I 5.71$0 b72' l : (TYP.) - (�DJIOS-HI54 A -UM, ALLOY @ ILL �1501 L - - --I . U�+ ; F- r ; 2A�4- 1 . SEE SHEET 5 FOR ADINITOW I �- "'. lr � ­� -, A I UNTATIOPS if SLEEVE 41MCM is I i*1 I .� A I I � f r- -'GEFt* J­ L, - I 11- � ONLY VAUD FOR INSTALLATIGIM Iwo I � � , wwb smocr6wsl I . I.=' i 37 1 I , ­w- I , z I 1. � . - MAX.-Mm I J � f � 1, -� 1. -1- - - � --- J --2.ow,-- - .0100" ; 311w, ' '41 -�-;�- � . "� (�) SLUM 2 1 IS 2 2oiw ; �12s, -- " I L --- -2.s48------ t­­ 5 i Ow.) f I - 1. . - *H* -0 �G,',., L : pso, xi - (2) REY, HEQE8 @) 7U" 14UDER 2 ! L � j 1 _ - ­J -------I" MON, Tic S" M­­ � I I I r L (R U&MALMAL ­-2lOQU----- U, , "-- j LENGTH (@ Am= (B ,z-u= 9 wim.-H� � ... 10,110AN", ---- 3ow - �-. Wilt-TIS ALLOY r, �,, , _Zt' � �� A (I 114! MO , � r--l'200- r ,. �§W-­!!Yl,�N .1 � 4USE ONLY FOR E-Z HANG STOW PANEL , - ". , � . I ­j log; ­11­­.�;6 11.1-11-1-1 ­` i ISO. L---:7t.' , [�,�I�ukii-,.,:T SYwENf) 6OW-16 Atim. ALLOY x ­ tp- ��,, � if, . - I f� , i r A70" Jff 1-275* n, ' - . - ----- - - L . Fi -1 I � I­ 11571 ��- I .: - ;: : No. 44167 % i FLORIDA BUILDING CODE ftm,ffigh Velocity Ku cone Zonefl I Sw . - - I -coo- � -, , 241OL-L", , 1� +-v , ­-MINII�ip;, Jif.�!70 0 � �*� � * . , 123. !� �� 1� t4m TIVIEM m F,p­ I . 1­111-1 ­­­ : E WIM by. I �08111 � 1,201 I ik % STATE OF , r - Z4 CAGE GALVANIZED SIM STORM PANEL 1� % . ---- � , 11 :'i (TYPI) .7 Usti' � � - I L L I _ SEE SECTIONS _ _ 7- - 2-000'­ ' - 250 O..'', 10it, . """7/MRA - a I Is. NON � TIME C 0 I.I., \ GLOBAL PROTECTION PRODUCTS, LIC, WE`: !� - 40M S.W. $1 STOW �;I� I " A, .4 , I ... wnt �"Wc'.2t- Etaft N.)XI'a, " FS.NNs­A,,, 20-175 �� . CROWD - g WILlInQUT *r (R BUIL "-ff 'Fp TRACK @ & (��) 'A-0006712 - I- � aWff��INGNUT .LPOR A. Xj 0. "- , �­, ,�,, I TRACK ANQJ 11.1 am J, mi � I I INUALLAMN QUAIL5 FOR MIES 2990 & IGO -7. HANG STQRM WEL In INTO EXISITIN9 WQOQ ERUPIURES -1 - !- . �, �--- . I ;/4'. FRO SO" 0 It' O,C. W/ . - I- i 7 ! - . - mi� TNAEAGEO PrOormift I , .� I � 1 '12 , T.L-i - I - . r T - - = 2*.., Aom I I �� ,-- �; E LAG DCARIOOS 0 Wocmlw I - , � " -, To OCIPOK wow mm '/1 IA1 I �, " "'AND P� ,� �, ,v',-�,z 1,/ , - MY, THROADSO , - m , U,� ,�* ,; � . I l< � i ---0C­L 11-w S'.-S. � . I -1- � -10 0611w wow HEADER, , �j FIX OR11'" mot - - I , ,;�jrj , 'I � I To � , , q � I � I , �! I I 1 , � m OF - - I I I J­q)o,� jUw,*S,.S. � .. I - -� , 44�ilr jMS. - 1-:O (D , , . ( r -4 � I � r@_ ,,, . WORC " I , ' I � " - - ­ -- U E, C I � - . ,,/ I % / m of 6) � � , , I � ", . t 11 I- .11 V ., , 11 I � , -0 ,*oL 14, f I /�� i , " LAG StADWIN r O'C' W/ flul* sw, 1 1 � '11 I � I ; , , I- , /4*.-Vi.3Y4* Iftjs$ 1 � !� ,44 INVADED PON ION 0 CA END Of 0 ,ig;Z . I 11 I - , � q - I , .1 0 - 1­ I I= MAX 1/2. & . , -.32, � - Wma HEAUER I I m ..It -? � I I - I or T _�A ; T I _.AM ­" cvmo 0"o � '. � (WE OVAIL 1/2- 4 -I--, �QP - 1 3/ljr X­ g p ANSI C" fifti, Sm's / " l 4, -m-MLIA-A") � I I I INM 0 - '. . - . -0 IN, END OF qQ) WOEVER COVIN"C"' TV � . � - (Z�,, . � I= wwTWL ,/2. a . I I- =.-r-, I , -- ­T�o -- ­ =;= --- I I T . 2197"An" "CANTO 1 - I � 1/4*­2 3 , I 21; "/I .*­- I 1/--.-?w/*- If 10,11 � - I ] - 2 g/16. � i� TO at= 1 - SFOVAATIG, - =14 . 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L .- ,- -- ----- ` .-I,:/px C-A, *- -L;;;t - ... 11 a - L ,I"t-20.3le MS. . - I/2' I CREW NUTE ,A BELOW) PDRim-IoNs 12 , .(1,9-1-1- ox �, I E: �, ,/4-0 LAO SCKVS 0 5- oc, w 12 I L , , 4 L­ 0 11 I I S I/ " I 250 " I `W , , 1=111171=4114- -wow Ur, REQUilm A , -\-54� I I ft v - "11­1 44hil 2000 OR, 11 No. ... "I OF 2 ON ,;w (k '44,* fOA; OR mor � - .1 014 . Rew"m IY, BELOW) � ;Mxl Viy-.'! '4 , �­�, i, - , R'S, W/ 1/3'O.J/31, ' T= ."S1*21. -- I � * OC " " WALL Mau TIi - 11 SOY FOOD - I -1 ­i/.," SCREWS 0 A, OC w/ - "stm I I �.e 14 a fi- O-C W/ . ; I t, !'Z�Im . jt,j� - - "S AN`N lt.,Vttl� "" IT '. I Ir iw�l TININAM FENEIRAT04 U, ., I WOM 9Qf';EWW.A c I A, wJN &TAW ME'R mi�";.,w , IF Um PAI FIAT to ON MOE , l t � � - su*� rw WOOD I 14, ON MRAMAIANVI i . ftATE REMMI rk.1 HQU / ,� 11 � .1 ALTERtMME 1 N -q I ... - I �, i 7, 1 , vuluftk&AMINQ SCALE Ile-', F � � I ­ - ., � . V^ �­ I— --- I � -- --- - "I'll ,..- sm I - " I LIERNAM 4`1w I. `N�Tms ARE ONLY VAUD FOR Sts(CINIA "Of "U. DIPIGN ,OADS .1 , 1� i� "'jiHiNNAT" I �-­ . A SCALE 1/0-1. - - V. 10 t664, -75, ­ SE 11 - III 2 OW AND PANELS, LVIROM UP Til V-10 ., VE [.- ", - A. Tk I I . , � ,K�ziv� 2 FOR NEW WOOD TMAME . -1 - I , � , "" ,.-,. C M AW TO BE SOUTINEEm, - PINE No. 7 W/ I � ,,, t.'.� ka�­� I OR , Ir Q � I 7, -1 se*,�e7 ___ I 11 1� �­ I z; .' - tOA- BUILDING CODE (High Vitiocay HUY carmi zoffo) � I ­ I I -- I ,* NO� 4 luf ; E .:I= ITEM INC. -1 $OPA�Skj.,AT TUP = *: :* 20 GAGE GALVANIZED STEEL StORM PANEL 1�1`. ILOUREMMOI FOR ,I ic As - . .*- OOAAI`B� ISCIRO, 70 IpAm awam ON - MoVIIII I ­ ---- - mixisom TYR, 00 , ED zi I -,5-, STA - OF6 .­ -MOMN, m towtomm or ALIMM AV � ­ Iq � . , , ­ . 111RE3 I MOM PROTECTION PRODUCTS, LLC,. ol'"wA,m W., -I' - .... E � ...... wl- � I FLU, 'a IF =�WiLbl,WRW - - - "NE, WIAMI-Ists. 20-176 Top A BOTTOM WOUNTIOXIS CAN BE COUSINVO N ANY QQNP= A ANCHDR-L2CAM '1111Z , / --- "I.I.-.1 I I � ..:�- I - - ==-4.111 - AT 10 SUIT ANY INSIALLATM SOIAD 1/4 . ­z , ma 1, I , - " .-FA "KIIS ­1 I,— I ,qwnIqEmxT. CA-10900OH? - "" -21�11 + = JoLn A,1. PL 1 T �U�­ Lw - , '100 i i 5#=7=4 --sim" a OF 26 . - ­ -"---. . JJME PANELSQ NOMOMM ALIMvRimum WITH JRACKS-�MrOU * MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) D WAX11" AS.D. DEWIR PRESSOU ]RATEA10 (P.O`.t,) (I it, -) CONCRETE & WOOD INSTALLATIONS t 1 L+.-,o ­ 2120 --- j'r-" 121-0* ---Wo- Iv-o- - It'-s- Jac -no -�, - Ic'-9, ­ ­�no_ = --ii� IW-10, =,�:- N 'a 10�1- - - ;.. Z 0 r-'. - . ­ --!L- --J�,!!­­ --!:�wr­ fi�,* 1 4' 1 -;7�iw­ ­-�io­ H--J' . - r-7- __- __a�c ASO --­��- 0 - r-i7-- - ­ r�i; -?-*- - - - i�� , - -- -­ 7&0 -- - TV -- i-�o .- $0.0 7--,?- S1-7* 810 71-0" or -sr .-- - W-ir, 01-21 -­!�.o - 9560 - Te dr�w- 10"o w-'II, St- i-?:,- - YO.&D 0.5- - F�-,r - - - iz--r - I IS" [�,!O,v ­ - ---- -- 37-e - - - I 11RO - --:--L-­!,--5,-j wal m.u,?.TN*miLw"w+w-w,r Z!mz= Mrzl� MAXIMUM PANEI, LENGTH L+" OR -L-- (ft.) 0 MAXIMUM A,S.D. PRESSURE PAIING tpxt.) I+ or -) =0 CONCRETE A, wow 1Nb1AUJkXKJ.S I --,,L*- 1#,-#, I- , nl�o* - ­7z7v- W-101 ll,-r :�G�v� w-e rcl�r 35.0 - 10--m. -7- r 40.0 O`­&* 91-2* 4&Q - . L-!:--'" - 8`1-r --A:--7' - 01-;?, -­�� ­ S&O, - 41-J, ­ 71-01 - wa-- ---7--(;:- ­T:i� - I - no '-ft- 7--2- -- - Axo ;7-i;-- --W--FF-- ­1&-o --;;_v- _r:9- 41mvp F 7,­O, f*-Sl 7-0- ­ F--r ----ff--v­1- 9010 - 41-$1 S'-I- 05t a e-7- 51-to, 100.17 C-3- Sl-7' 5 ­L010 I too _6'-,T- - S�-t. tisw - ,0�104 1 1 - ­ -1 I- - UNMOM SEPAINAM01i TO CLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEW 4 1711 -PM . WIND SPEED > 170 mp,h (In) - VNRMTRIAU I MINNOW 1 LIMMESTRAIMED RESTRAINED - - 30 OR Las I' tftt It. 6 1p*r �w -m 90 I . I I r lIr 7 T/2- ,40I to OAS 1. I 1. �- 7 11r 7 1/2- -------J---L I 111" TO In --- 11 11 - 11 . - 11/2- ultillull IU PAJOI174 I 171M&M ftim% MR A rJVFN LAWMT[Nn 110MITIM TOP BOTTOM I I DIRECT I wow I I - 11. I HEADER *it' HEADER I'SNI's' STUD ANGLE Tztix W�U�'-WW �X w- jyILD-OUn , - = - DIRECT MOUNT 4e 12. 32, -- se w 5'. w - # I I S-Xi �5- STIOR ANGLE 3v ----- ir se '. 42, '. w- (�) I -F- TRACK 5v m- 3r A2* . 67' w 60, 1.0401=5-4i5�r- -"-- Sm - - 11. - 1. - w --­1--­I`-W-1-;-7-1 I w '. 1. -� � . . � ­ - .. I I . 1 32- 1 3r I - ANCHORS (SEE SCHEDULE ON SKUM 2, 10 all) - I 0, (a,-�r-T - I ­l- r [ 1 E01 3/4, 4/5, 5/5 & 6/5 , 2W/6, 3W/7 & 4W/7 3' MAX - r- -I- -T- ­T -r,-i,- -T 1 1 1 1 - - ' I . "TI/ � . I i I LLL-L L !I -1 ­L-J. --L l-- -, "I 1- L-1 I ... I I L1 ... . LIA I E! .-- I -- --- I , -"-,---F-- - ", -"--,-- -,�,,` -- -- . 1 ��' ,/ - _t, i��T- I - - ---, 1, � .... ..... . ­­­ "'- � ! ­ - j - i [,F] r -4iv -I--- I _ � i I- , � _ ____ ? � - -] �. I- . I I .9,-- tw�"IWMOLIVOI i "', ­. - I/"-20x1 . P91- ot ism SECTmoNs AS 13S,7.11=15WIl/ 0 * LIP APP LEI I . I I (SEE SECTIONS AS =­ I I O � I v 1 I I I � rd - - i ­ --.--I � i -1 � / - I , - I , , AI � 1, 1 f, I 1-1-1111 L -A i I t 1, - I ,�It -1 1.1 , i I ,� � 1-1 ", I I 7' , - I 8 I I 1, , � , 11 1, I I I I I 1 1 , I , I I I 1 1 I 1 I I I I I I i I . I . . . . . I ! I I � I , , [:: : � � , i 11 , , , ; , I I � z D-m4j)-(��- �-�`, -,--il �­ I I I ,z-. - 41- -1-0 I - � io, � J! -L, - - - , --jz - IL - O:, I i!�- -, -L-j @.,@ i--"- iN N�- i 2/4 1/4, 3/4, 4/5. 5/5 & -iii ,- - I L*IW/6. 2W/k 3W/7 & 4W/7 i --- --ANCHORS (SM SCHEDULE ON SHEETS 1. 70 klll- ------ -- - ­­' RENLAR 5IM PANEL MI 9LEYA119N I NJ.S� /4'� M­ GAP 'r- 0 DOA. amu­ -1 *m wum �j - - - '-rW� ' SECTIQN !- � "I IN.T.S1 - umm ow L+z �=WILOIAEUS W� L04= FOR A CWTS pmn "D. DESIGN LOAD - A GIVIDI NEGATIVE AIL0, DESIGN LOW, (2) PROCEDURE To DETERMINE MAXIMUM PANE) U!WGTTt GIVIEN A POSITIVE A.SA DESIGN LOAD. DETERMINE UMMAN PANCL LENGTH "L+' FROM Sa"MULL GIVEN A NEG*TK Aao, PEWN LOAD, DETERMINE JAMMUM PANEL LENGTH `1� FROM SCHEDVJIX� III MAXIMUM A,U"BLE PANEL LENGTH IS EQUAL To INS WOW OCITIONINED PAM UU1011111 BETWEEN *L.- AND IL-'. (4) WE SCHEDULE BELOW FOR MIN. PANEL OWN FOR POROSITY QUAINIOUIDIOL, I t 0OPEAUATIONS ONTO WOOD ARE UMM TO x 95 ,.11 MAX A.S(L DESIGN PRESSURE RATING I 4m 1%=*. * ;�* i TEO, ii�- ��`--�� J "" - MIL rm , 24 GAGE GALVANIZED STEEL STORM PANEL I "- SMOM ft .ORAL PROTECTION PRODUCTS. ULC. I w/n/Em DATE, . `Aos SOYPAMW ----� 20-175 .. , w�Q ft , PHONE, AsOi,=, FATI-sts,-.0, _j ­. - , - ­-, - - , - DENERAL.SM - I (C) �;Lii &.wmu--I1--Aw-kh- M" T� ' I S.TORM PA.N�!!��VA��!I D80GcUW9W (P.E.O,) R45 BEEN VItRIFIED FOR COMPLIANCE W ACCORDANCE MANUFACTURED By O.W. SUILOEX, INC " THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 014-10 PANELIOATE FEMALE to AND PARELMATE PLUS ANCHKORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCIFf HURRICANE ZONES CNIAMI-OADE / BROWARD COUNTIES). _ 1�4*. LAO SCRENM PER N,D.S- DESIGN WIND LOADS SKAU BE DEITANIVIED AS PER SECTION F609 OF THE ABOVE MENnNED CODE, FOP A BAEilc- WIND - 7 IV# . 5jr WOOD BUSAING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO, SAW AS REUMEOlD By THE MISM WILL at iMPALLOUJI, AMP FUR A, VINECT19RAILITY FAGIOR go-o-as, USING ASCE T-16 AND SHALL NO EXCEED THE MAXIMUM CAED-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1��1) MINIMUM THREADED PENETRATION YOU WOW OF IAPCON ANCHORS SHALL BE I 1/7* AND 2* FOR FLCO PAWLVAIE PLUS 31 9 THRU 12 A, I 7, le, AND PANIUMALE FEMALE 0 IN ORDER TO WoRY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL HE FIRST REDUCED TO ASO. MICH PREMRE RATING BY MULTIPLYING TOW BY 418, IN ORDER TO COMPARE THESE W/ MAX (A-S OJ C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTOZ WOOD FSAMF UNIT SHALL BE 1 1/2' NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEM �, 9 THRUI 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE 7 REWIRED THRILAGED PEKcmnm IN ORDER TO YERiIFY THAT,ANCHORS ON IRS P,EX, AS YESIM WERE NOT OVER STPESSO,, A 339 INCREASE OR ALLOWABLE STRESS FOR WIND LOW , S WKS = USED IN THOR ANALYSIS- FASTENERS SPACING TO WOOD HAS WEN DETEW,NM IN C,S) MINIMUM EDGE DISTANCE DF LAC SCAM, IWO WOOD SHALL RE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D,S. 2018. STOW PANEL'S ADEQUACY FOR WACI AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE )KIM SECTION 1609A.2 OF CA) MINIMUM PENETRATION OF WOW RUSHING SHALL BE 5/8" 14'4' P-20 SCAM USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST, LAS OF SOKITN FLORIDA REPOM #0814,01-01 AND #0219.02-09. AS SHOULD STUCCO MST, AND " MINIMUM FOR WALLS WITH NO STUCCO. PER SM �2-99 & ASIU C 430-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT P 1 123 01- I 0 AS PER YAS-20, AND 7AS-203 PENOTOCOI.S. AND AS PER MCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004, OF 11,E C.5) ON CASE THAI ppwist SNONt� OR PREcAsT CONCRETE PANELS, STUCCO OR WOOD BOARDS fit FOUND OH THE EGOVINO; FLORIDA BUILDING CODE- WALL, ANC-40RS SHALL BE LONG ENOUGH TO M04 THE MAIN STRIAMAE BEHIND SUCH PANCLS� ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & CA) 2. ALL ALUMINUM EXTRUSIONS 70 HE 4W-15 ALLOY AND FEMPER., (UNLESS OTHERMSF NOMO) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALIED FOLLOWING ALL OF THE RECOMMENDATIONS ANG SPEWICoTIONS OF THE ANCHOR'S MMUFArTUR�R 3. ALL ALUWNUM SHEET METAL USED AT CLMFIES 54ki HAVE M05-H14 ALLOY 8 PANELS MAY ALSO, BE INSTALLED HORIZONTALLY rOULOMNO INSTALLATION DETAILS SHOWN ON SECTION I TkEOMKTf4 6 (SHEETS 4 C ALL STEEL SHM METAL PANELS SHALL HAW STIRJCTORK QUALIFY STEEL, ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED IFIRGUGH 5) 1EXCEPT THAI HEAOCRSQ &Q SHALL NOT BE USED, STEEL OMMOT40N W/F`Y� 972 "I (AFTER ROLLED). 9, R' "Ll RE THE RESPONSIBILITY OF THE COMPACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER 13 TO BE ATTACHED TO INSURE PROPER ANCHOERACC THIS S4U?nP SHALL ONLY BE AT' ,AtW-n TO C04CFITE�, BLOCK OR WON FRAME 5, ALL SCREWS TO BE SIAMILM STEEL 304 OR 41MO AISI SERIES Ott CORRWON RESW,AM COATED CARBON STEEL AS PER DIN BUILDINGS . 500 � 8 Vil 50 kit YltLO STRENGTH A14D 90 k1i TENSILE. STRENGTH AND $HALL COMFI V W/ FLORIDA BUILDING I.IODE WPONO 241 3.5.4- , EACH REGULAR STORM P94EL Wff4 LENGTHS OVER DW� AS PER SEC S I W, 3W & 4W ON lit CTIONS 1, Z 4. 5, 6 AND ALTER44TNT SHEETS 4. S. 6 & 7 RESPECTNELY. SHALL HAVE A LEC48LE AND READILY VISIBLE MARKING [INSTRUCTING OWNER OR TENANT 70 E. BOLTS TO BE ASTM A- 307 GALVANInD STM- OR AISI W4 SERIES STAINLESS STEEL. WITH 256 I. ML41MVM YIELD STRENGTH, SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PIERICTIS OF HURRICAM WARNING 7 ANCHORS to WALL SHALL BE AS FOLLOWS; It- THE INSTALLATION CONIR4VOCIE IS to SIAL/CAULK ALL SHUTTER COMPONENT EWES WHICH RIEMAN IN 00MINLiOUS CONTACT With THE BUILDING To PIRMNIT WM/RAW INTRUSION (A) Tajzwlmg�swomv - 1/4'o TAPCON ANCHORS AS MANUFACTURED By 17,W PJJLOEX. INC. fhlt-� F-3`19? p,­.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPIECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNO REGULATIONS - 0 x 7/11' C"-IN ANCHORS, AS M44UFACIIJOED By DEWALT INC PROVIDED EY THE �URISEC[CTEDNI WHERE PERMU IS APPLIED TO. �/4' - /4'0 - 3/4" SCUD-SV "HOPS, AS DISTRIBUTED BY AJI. POW SCREW. GMT & SPECIALTY CO, 13� (0) THIS PROGILICT EVALUATION DOCUMENT (F.E,D) PREPARED Of THIS ENGINEER IS GENERIC AND DOES MT PRMIDE NFORIANTION (mi.. V­3000 p�s.L) - 114-10 PANELMAIT FEMALE 0 & PANIELMOTE PLUS ANCHORS, AS WANUFACTURED BY FLCO CONSIRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, I-*. WHERE THE SITE CONDITIONS DE144TE FROM THE P-ED - 1/4-0 ZAMAC MOULIN ANCHORS� AS MANUFACTURED BY DEWALT, INC (b) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND s?--JALL,4T;CN, INCLUDING LIVE SAFETY OF THIS PAWLICT FROM THE CONDITIONS DETAILED 011) UINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCOCTS SHALL Of I �i,/4'; 2' FOR ELCO, PANELMATE AND BASED ON THIS PE-O, PROVIDED %Sk ON THIS MMUMENT. � CONSTRUCTION SAFVY A7 SITE IS RLWONS101,01 I G� ,ACTZ�SOEIMTE 4 1/4' FOR 7AMAC NA I ANCHORS. (c) THIS PRODUCIt EVALUATION DOCUMENT WILL BE CONSIPERED INVALID IF MCOOF3ED A.2) CALK-64 & SOUD-Sn ANCHORSt SHALL BE EMBEDDED 7/6' MD THE POURED COKRVTE� NO EMBEDMENT Iwo SRI= SHALL BE PIRLIfrTED. 1/4' 0-10 SCREWS USED SHALL BE 1 1/2" LOW. NANAMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RIEO,�tSIERQU ENGINEER OR W,HnCt WHICH WLL BECOME THE AND I' MINIMUM FOR WALLS WTIT4 NO STUCCO. Alto MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD 4COA FOR THE PROWECT AND WN9 WILL BE RESPONSIBLE FOR THE, I&CANEER BUT *014 WIND NUTS PROPER USE or THE RED, OF REOORID� AVONO AS A OCIECATO ENGINEER TO THE I RED ENGINEER, SHALL VJBMIT -0 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ") IN CASE THAT FWCAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING WALL OF FLOOR. ANCHORS SWAU BE LONG ENOUOH 19 REACH THE MAIN STIRUCTIURE' BEHIND SOCH PANELS THIS P.E.D. SHALL WAN THE DATE AND ORIGINAL SEN. AND SIGNATURE OF THE PROFESSIONAk ce) I ANCHORAGE SHAU- RE AS MENTIONED IN XI) AND IN &2), ENGINEER OF RECORD THAT PREPARED IT P) M-OMbr,&29-REM,--MK"f�,L-ASDL-�--M� It, SHUTTER MANUFACRAWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- 4 TAPCCN ANCHORS AS MANUFACTURED BY I I, W ROLOCK. INC. PANIEL SHUTTER IN ACCORDANCE WITH SECTION 1709,92 OF FLOINKNI BUILO4141; COOE- ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY MTH sErnON t7Q9.9.3 O,- THE - lff#* v 7/8' CAUK-IN ANCHORS, AS MANUFACTURED BY OEWAU, INC. FLWDA BUILDING COOEl _ F"4 )I .V4- SOLOO-SET ANCHORS, AS DISTRIBUTED W ALL POINT SCREW, BOLT & SPECIALTY CO - #I#- 10 PARELMATC FEMALE ED AND PANELMATE PLUS ANCHOR% AS NVINUFACIURED By ELCG CONSTRUCTION PR? ,VW01111104, ­ %. - 1/4' 0 ZAMAC NAILAN ANCHCIRS� AS 4ANVACTURED Sit DtWALL IN'- �:. ��9,.\ 10111M .... ` " 01) M940AUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANEIMXTES AND ZAAAAC MAJUN ANCHOR. I E \�CFN `,� s- FLORIDA BUILDING ME kWh vel"ROO Nu cone Zan Mori( UNIT SHALL Be I V4, : . -- -1-1 I—- -- Q Lon �, .Mo 11LIEW, We 111. -,N At SULG-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCAFTE aLOCIF 11 , 67 ` 1 24 CAGE GALVANIZED STEEL STORM PANEL 00" MT 9,2) Qkj� - am W,44 � z , -----\ OV STUD AM SHAI L BE PERMITTED. 1/4- OA­200 SCREWS USED SHALL, BE 1 1/2' LONG MINIM S uj�.. * <z - - ei/t7/2010 AND I' 41NIMVM FOR WALLS WITH NO STUCCO- S . !1.��-� ULC. STATE F � , 11 / IL ECOosm \ GLOBAL PROTECTION PRODUCTS, om �A.l 0,3) IN tAr THAI PRDCA:$T STONE OR PRECAST CONCRETE PANELS, W=- OR WOOD BOARDS BE EOPU�ME`zom ., "' 14M $IV $1 STROW - ., .. As, ., , . At IMML FL =I. ., MSTINC WALL, ANCHORS SHALL BE LONO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SLID �4- � � zo- I is � ,� .,., -/� I -12 -1 �� Abw- AMQNIS-"�& IAPA Abi)609-4711 �t I "d � ANCH,OFACE SHOOLL BE AS MENTIONED ON IIA) ANa IN B-2) - smil­* - OFAVOW ON, `11'i,�,'tN,j'+%I%v1 .0 xk/IVCN;;w4/oA,r CA­ACINfT,. Eil - I- I* I I ,�, WWTEp, A � " A. SWES' I "is !I= .%la ,1 - 1-11 PIM9 i - I 11 INSTALLABON OETAM EQR REGULAR,j�� 19-0 -POURED CONCRETE 00 CONQRETE RLO RUCTURE. , --VISTING PITOIRED CONC14M . 0 CONCRETE BLOCK -- -9"=' � - 1,9", �11 , 't., AEOVIOWESI� REQUIRED. CONCRETE ANCHORS , ­ I - CONCRETE ANCHORS , (SEE SCHEDULE ON I , �� 1 SHEETS 9 THROUGH 10� ­02 (SEE SCHEDULE ON -1;1'v�. SHEM I - 20 EXIST" POURED CONCRETE OR y-, --- J � . -11­ - �­ CONCRETE ftnq�­ -,.- VfW-OKof RODUIREDL 4) wm � I I � -�t, Oil- I 1/4, 1 I I /,c- ; i I ­S . , 6 1/4- = Mw �­ -, - --- ---- 4 �� . ­-----­­­ j f .- IDONGREYE ANICKORS --, � I -"- -,---. - I ­ a 1�- I - 9*1 I � E� III (SEE scHrOum Ott I SHIMS 9 THROUGH *- � . ­ ­ I I 1­111 14 �­ , I � i I � . r �oIrl��oll/M-1-11111.1 l,��,,�",:�w?�I�,�,�i�,.�-f-'�,;��.�,,���,�.,�, Ill,��-A",:Wmk,�,,�.-�';;?,��,.��,��,- / � ,-,-- 11 I w/ ­ e��Il�-nn, -11-11- ; 41mAjt, ; � I E� i - . " , (D 1',�� �� --Of I ! I I � - - IT r [­­ � 1 : � I 444444444 � � �17 1 . � ­­ r - -w;�-N-­ t SEPARATION 1. -- TO GLASS. - . --- I'll *1 u �:�� J­­ -T- ­11 ;T- --f -.-.-�- Not z m I- , ---L- ., /,�� r- - -- --- -- N . 1 -4 ON '11- AT - TO , : i =.,=a,-,) � I L 0 ��� . I i �� � � , i ? � I�i,i��,,.,z i oi,i��� , '11v . I 1?�, gw g, i EXIST (SEE SGNEOLEU: 11-r 1, ��, , I , . , , . , . N,.#. I, E 5 "� I , t , """ �', I I , � G- I ON SwEr 3) f PAWL LENGTH I 3) 3) 5 i t I ; Mo.. I I I (SEE SCHEDULE ON SHEET 3) 11 i i I 9 i PANEL jw SEPARATION 1" IL:* M.. i LENGTH _4 0 CLASS. .11 I PANEL LENGTH (SEE ScHEOLILE I CONCRETE ANCHORS L­ . . - 11 - - -Y`­- - - -', I I -1 I 0. ­­ - I - I - ­v, - - -- (SEE a I � � SCHEDULE I (SEE SCHEDULE ON 3 I ON SHEET 3) I ' (SEE SCHEDULE ON I SHEETS;$ ITIER"K I% L I -- I I � I 0 I 014 sirm 3) , I - ­-L'. , " � 1­­ ,­­­. -1 � : -, - i . : 77 I wo; Of *L 0 -01 i ORIN i I ! I I � � ! 1 MON, I It I 774= --'q­�-,�,q��q `--��,] 4 ,� - , . N� 1 I MAIO, I ,* - .. - 50% - ­ - , , ; 'V I ;, - -1 I � . ; I , �.�­, Y-0 ,­ , I ,,,, I � �,� � ` -- ­v, I - t� omn I I vwa �/v ocr, , I OF >;-11�1�n"?'-;,�;1?0;e � MAX, 4wivo/g i I '­­P ­­1 I --ril : � -,�;Q,'.1'k­v I T I - ��P�r .." " ,,,`,��l , , , -�;'Il? - , I I j I � � I I ,d11M,,',7 " I �- " -� ", � , � I I v " ! p M5-','f I i Z411 ED. , - A i � t, ��p ,'I � ­/ " I -- I >,�, , � E.D. ""�"'��'�," t I -- -I : . `�, �"'- vr ,,, ', , I , I ­1. - -1 -I I J, . I, LI I E-O. ��'�N � "I'M, I �,w .1 - I -- � 9 "?, I . --) - . I .11, M I (41 L , Jll - ,,� -- t - ; I .,.% HEW L", 1--11`- ­ . CONCTOWTE OR � 5 K - . I � i i � . ---- - V I. ---- I., ;g,= 11 ". - W, Wl CONCRETE ISLOCI( I , � REQUIRED. , - i CONCRETE AN ��,� --­"�" � S �, ­ ­­­­ i I (SE .11=S � -to--co- � - 11 1C. 11 !! - NO, - - Ar"O&N -I- --- I --- ,� W, 1�­ "I SHIEETS 9 THROUGH To,, ,�., " ONLY WHEIR SOLID 1s;4w, M C& 11 ' " 0 1 I , �, � � , q) J'1' "SEN �­ ­,E,;,GS=PGUM CONCRETE An USED ,�,"d En BLOCK ALTERNATE C I G POURED CONCRETE: - I i CONCRETE ANCHORS g AMELMATIES REQUIREOR ARE USED. ANCHORS OR CONCRETE BLOCK REQUIRED STAGGERED W/ VLFD-' (w SCHEDULE UK SHECTS, 9 THROUGH tal (SEE SCHEDULE ON SHEETS 9 THROUGH 10) ONTINQ Sms 3/0-11 MIM982 SCALE 3/8-1- WA" MO Qu SCALE A --- - olit N.- ,­­ � I ..'....".... . . � . . AS FLORIDA BUILDING CODE (Mon High Velocity HU ne Zone) CM - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) I: TOP & BOTTOM MOLINTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 4� I .. . z z O, I 7 *. I I a * , '*� S 1. .- . - -.-- S.-o'.. 0'- .- -!!!!�-�- � . ' , _----::Y S, -- ��OR I, -- ,. INK40 11tum iw� 24 GAGE GALVANIZED STEEL STORM PANEL , \ GLOBAL PROTECTION PRODUCTS, LI.C. 11LIECOZON .m S*. 5, 038127 TRAIT Ter Air 4 A, - 4r."ZzMall DA,E, EL MI 'AHOWS-Am - owm ft --- - 20-175 INSTALLATION. ­1 ,.-- .. ;A,.. '4'�;, p1mmo 0500119-7.40. I^ -1o`O-="1t-'.-11w`--`M1 ; ORWW -W I CK-Oomill I - J­ - - * - 1II,N;;I?1wmKmNA11AE/1xm � L =zkk I", � I MOW 1 - - 1 AIA Y 1. 7 . -11--d 0 0 r- (n -0 a) -cu > 2-f-0 a) r- -f--, -I " a) w ca. C:)- = 0 2 .0 CD Cu Z -0 ,.Na) ­,, 0- Cn - 2 4--a = W = -0 CU 0-0-0 U -cu - , Fn = I-) L- 0 L- CL. = i- 12 a) -3: ICU = 0 = f. u u- Lit— 0 - Co > . W . Cn -C3 a) (n E " a) -&­J1 CU "O CL � - Co -0 ,.0 ,- = .- -1--i CO ca. < a 4 w mi - ­ INMIRLAT1914 QUAILS F-QR REgULAR P-ANEL(j) INSTAUAT-tON DMILS F R k - ----- A /`NN-11 - - - I 0 QR REGULAR ,LNL ) / INTO POURED CQN!QRETE Oft 9009TE &O RE5 I INIQ WOOD 5TEY9TURE$ �� , �, - ­­---,­­--­ ------r--�­-­ .. ...... ... - - - -------- I IMMLLA-1-10 DETAIL5 E R REGULAR PANEL d! INIQ WOOD , �7 M;IL 7;,'��'-�---'�'��,�'�---,----,14T �'- A , I , '/ N ( ­ CK STRUCTU , 1; L " I --- ­­1­.­- SEPARATION � 1�, tl , , � v � I � I - "-!,�,�7 ... V` -"-- � - , �- � �,', , I I -(a) ; ­ � -- ­ � �� --� i I - � - I To rLASS� -,-L---- 1 . - I �� � " i WOOD ANCHORS �, -1 I --- - ; / � ALTERNATE CIONCRETE `i­ , - I I , -1 - ­ �il EE SCHEDULE I "n I ' - /-� � ,� ALTERNATE LEG 'fir ital Rew � � ; ' -(SEE SCHEMILE ON , I f IS —ANCHORS LOCATION �/ L �­�­ m , ' -, ,'­ 11 - ­­(JI t/.*--`KNt* 3) 1 1, ,,.R .0 ,. , I I ­­ ­ --locknDif -- CONCRETE ANCHORS � (SEE SCHIEDUT9 ON " L' SHEET I 1) I I , ce. ON Swu -0 ,a� 4*,81 EDXI��W� & --- , :, , - ­7 1 1 1 � plans Revi 10w Ass If I , , ,, ii , , , � . .Ap� I 'I' 1!7 , IV I ­, r ow - I - (SEE SCHEDULE OW -- EXISTING POURED CONICIRE ­ z, SHEETS 9 04NOUGH 10) �, - I- 11 , ,/� - C 'Xw 9 I !,�­----­ ...... T_ ­­ -- - -i 01- I " 11 lf� � I I 1 Ic. "I" " . 'A (01.1 Iaxl%, � ADEQUACY OF E EXISTIND, WOW `� " l�' 1�' /' ", ­"� ­ ,M OMM91191"llm- - -1 - " " ­ --LJ!i , , � �� BEAM 11MM)IR for ist. /I U) SMEETS 9 THROUGH ld� OR CONCRETE BLOCK I : / I �l f J! ,�4 , � , ,:jj L' � "" , " L.' compli ,w complet I . . , REDO . Amm. , I ��l � ", I � ­11­.-­1--1 I I "L' MUL, BEAM TO BE CERTIFIED BY - �to; ­4­1:0 -�-- 1. i�� � d and a 1p, -0--A IREM I ?� ,,, � I ,,- ', I I , - LEG CONCRETE ANCHORS 11. ' I I p 1 6� ."i i 0 I - ----- -'-----'I PA14EL LENGTIN 11, I . � -- .- ­ ­"' �- � e, - � � � 'i I I I , I - ; ; I REGISTERED ENGINEER OR � 1 1 . " I . � i 01. -i14-1 WOOD ANCHan ,,, � - : I � =11� (SEE SCHEDULE ARCHIFECr PRIOR M SHUTTER ' L. �� ,�, I 1� . �% I , -0 b " I "I (1) " , (SEE SCH . �, - -TION, � Y Debra A - "U NIC 7th Edit W r Sl1ZpUFojV - , --,-ED, 1=1� . WOOD WADP - , I I Z­ ". " (D %�!v ) I/ � �'i 1 4--­­ '----,-L-- INSIALLA I -, wow ANCHOR , I " I :L ... -, I --$ ��,- J� , C RED I.ff i "'�'. XILE Ott- - �'1'11* ' � I 1 mu -- � " 11 t==-1- i -, i I W'kt* HIC! v .., � Oved 11 " SHEETS S � , f-1 A REQUIRED " � " "' "L, I " �,� � Ile Im SCH, - �- �- - !J1 i , DOD ANCHORS ALTERNATE I* W� - I , -A 7-T'�­ SWET 11 11 - I "'gle � . -,f SCHEDULE ON SCHEDULE ON , , I I 11 � � ­to-j lawo-ON 111ahr PX23, u 1; I � - W Not ow" HIAD , , -- � 7- "6"', l SEE SHEET It) l4 " L' 1 1"" I-— L. a i­jw ill. -1 x '08=0062 = �, -'l W. 1��, �qvp V� = � � 1�� � (SEE ion 1/4' - I : 7 ­/ " SNEEr 11) t:��:�r ',.I r' - fl�l ; � I I . / I ,/,. � ­­� * J;�� SS OLEA/W ,.. ­1 . . - _ - , Ifl . i� , -- I � -- 1'�, � Lublam MAN_ C- , MOM W 34-M OR 1 1/4- �e, ; . m.. l� ... q . U, -SPACER- 1 -,01 or v I? i . ij,i-;I��. j , I a) *,:SS.N1L*/NUi I , Do - L , � ��­­­­­­j CONCRETE ANCHOEIS O.C. iMAX ---- ­­ ­1 I � ,, WOOD HEADER � "', �;';� � - Eat I : , w ,� 1 1 : , I � 1/4 2 !xl - I " � j. - mi I I '. : � I I ,; I �­ ! vii - -----L- --­­­­ ---- - i � - I f NAX.­-­­­­­ ­ WOW HEADER- . .- , ­�,m 1 t � �- I I � -7,,;,4 ,/)- L, 1 --ign+ .,,, i ,,tNiu,s -7� - � ., ­­----­­­---­ ­L­ ... i � I �, i ll �` ", \ � - , t­ -- �, �,,� : , REQUIRED -4-0 U) zo. I �" i , I i I , I I (SEE; SCHEDULE Ofl __-I---- � . r - , I—, --- - -, I REQUIRE,) -, -� ,,, 'I'll '- - I . I , , SHEETS 9 THROUGH lol� I ... I ; � �-_, I I 10 . !E 1, �` 1� �, , - - ,-��: . - I EUX I � i 11 I �l � ED � �, , . 4w - I t V max. 1, I I ,� -- . (", 7 , , ff- -4--j ,g 0 --L i - -, -- " , -� I , �, ,,, � I � �,�� � ,�,� --- ­­-j-­-.- 0 � i - . , � � r � ----!- - - �q I � - I 11 i PANEi- LENGTH I ; L , I I ; r i &UMINUM SPACM i, n! 1/2- WOOD AK'14M � I � m � I i -,n , , - I (�>-- - ­ U 1, '! �el.� LONG 80 �, ", .k � � I I W. . I . � L . -, . - I .......... I : I � (SEE SCHEDULE I � I . I � � � � f! ON SFMT 11.) I � . I � � q �, I ON SWEET 3 It l - , Ot C7 TIM I . (.SEE SCHEDULE Dii -, � , - kS! I =3 m =9 -Q9 � -�11 I min. I , LJ7&r 1 L �, I I FOR LIMITATIONS FOR I � SHEET 11) I , � - , , f � � ; I - I ! I MR I � I , � 11 4 I ­0 I -..-(! �L."' j [ �" � � � ' ' l SEE 'r " I W. l - I � ' r o SEPARATION -v MAX. � � 4"", L I i ii� , SUVEN" RAWATKIN � ­ � L /�. .0 MAIL It ! , � I 11 (� � --­Cp > IL 3:�q � I ,) i , . I - , T At =01 , I 'I Lo� - cl) I � i . . � PAWL WAGTH 1, , � Y � - I GLASS. � z � " S­ I I s ­­ ­­­ - . , i I ON SHEETS It � I -.--- ­ .. - , 10 PANEL LENGTH I . , . "fta� L SCHEDULE SCHEDULE I I I I � I � To CIASSi, � I (SEE SSCHEDULap I ' i I - =41=1-In ., , 'ft� (SEE I _ .0 I I ON SwEr 4) -A, " I Etc; 4; I ON SHEET 3) 3) I— ----- � ON SHEET 3) 1 i , , � ON SHEET 3) J . . Mfn. SEPARAT04 TO GLASS, ; (SEE: I � �! jI - PANEL MATE FEMALE to OR PAWL MATE 0 If I : y"', I .Sa I 1 1 (SEE SCHEDULE 1� =1 2 - .61"X�. r ,$a SCHEDULE ON SHEET 3) - i v MAX " 0 I ON AT 'A .0 IS I ON SHEU ' f � , � , I � PLUS (SEE SCHEDULE ON SHEET I W) � 1/. - ," ' L----' ' - ' '­­� I " ilia� I Of ' - ­­­­ �, ­1 . I ­ -- � . � � I ­­ 4. � - -, I I ­1 *k' Mo., ­' --Ill, �;§ 7LLL ,06z�,-- --- -1. 7 ; I jr -, t LENGTH ­.� iterommimm. � I L 1� LOCH OWN Y-671 - � , I I 'W"L - I -­ - -, x,-- I I - :�� � ARE f AV - �­ -0­- [�� � � ­,"-. � , I st v I PANEL LONUTTO - _ ) ­­ ­'� ­,t'­ I ""S� W I" t­ ­7 ; � ., L- 11 I I _­.,t��­ � �J­ ­ , qj� P SC"m LE OL LENGTH I "'� 'L " � � I- = I. -III, jl�,-­­­",��­­,:�­� LL�j­�­­".�-.��!N�­ ,� �� "'�� t'LL,­ SEE SCHEDULE I I"--" � (SEE - mr-:1.1t, 17 /) - 11 1-11 � I ' �, , ,, , I � �, 4 11 -I'-----' ­­­­­-­--j "T� MA" I 0- Mlr�­ - - - , L L L I . 2*.4' WOOD � � I E��--, 4: ­­­­­ � ­ ; U3) (SEE I - �Irl I 0, SIPAMMi"UON I I i ��, , 11� - SCHDDUUC I -- -- ­­­­ ,I I ,AM, i L . Empq . , TO GLASS, I ­.. -- I PANEL LENGTH I I ON ShEr- 3) SEPARATION I LA --I ON SHEET 3) � I (SEE SCHEDULE I .1 S I I -, : r19 i:��- I � PLATE REQUIRED I I I So +­ -- ­­-----j TO SUM . L ! ­01 i "' L I ------ � ) I - ct) ON SHESST 3) " 0- � . -­ I I I 1;� ' I PAN *1, � I I ---- - ­,V�- �­. ­ - I-- 1 ON SHEET '�r L 1 -L-L � L-'-----'- I mid I MS`Ffqq� L­ - I M119-1 I GILAM - ; - ­11-11 11 � ; t I e I � � MV WMER � ON SHEET 3) 1 50% � 1 7 1 1 (SEE ISCHmumE ­Alp�� !�­­,Ii,­-­ -;�=;� I r t, - �­�L� ­ U) . ,-4--��,-.�,,�-�-�-���,-����.�--�-��L-.�-�,-� lm,-,�­ f i r � I I � � I * i � E, ILI L j�­ -- , I i -.01 I < I OF v � `,11) IT & I i 7 It ! I F­ - I ; I 0 1 L I : � , . I I MAX ", Mu. . I - in I I 1�_ . T - 1­4�* I SCALE 3/9�1- ! I I @ L 1. I I ­ ­ - : 4 7 I I A Sox I ­ 10 or ,I f I 4) - . 11 --- I I ; ., 4 ' I �- A ­ a t­ I L 50% I I SOX ; I : - -I 0 12 1/2' O�C� SEE TABLE Of I ON SHM I I FOR MAX. PANEL LENGTHS & I OF 'L" L�J-f �, : -1--j i ; _ " L, � OF -I" � I L I - ID MAX. A$.D DESIGN I ! - ­@ ; 7r12 I �� ­1 ­­t­­­-­­1 I q)-­ kl$x L, . L- � , k I 0 12 1/2' mc. 1 � t I OF It! � I � � � ED I I f I , . I I - I � i I I I 1, � `7-,;77 ­­­- - -­ .... ­­ - ; L­ : I � i -­ � . , "" i i I" , I ! � MAX MAX 0 12 1/2- O.C, , ,I . I I . r ­­ ID 7 � - " - � MI -DADS FOR THIS INSTALLATION. I I - ­­ 0 1 1 ! I - -0 � I EE-- ­ �, , , L ' - - -1 I . I I z , E6 I I ( D = A, 1:izL j -I I I � " I I' ­­­ ­j , /.A` , I I " " � . 0 12 11/2" O.C. ; � 1� � - L ,�:, 114*­w- 9 ­1 - ::::::=:$ : � I r 77F] - �,,-wv i ., .1 i 1. - - NO FRC.N! L L if - , � - -- -:��, kt, - "AD am's . 0 ! i -..--- - -- -- .- - A ... ­­j - � - � -- - 'l , 6 ,/A. O.c. -0 ----. -, A . J CONCRIETIE - ""': 1­ ­ 1 - - -- .1, ED '�,' ­ ­ �- �`: -4 , �-g�,��g�� , - ANCHOFI�--Z I 'IV �Iw CONCRETE ANCHORS � I -,t--.i-- - ­­ , I'. I A E� 1�- - , ­ r ­ Ir I � ,1 ;; 11 . � : ; i ALLOWED I ; ! L , , I W�w , . .4 � 1, I l --. � � � �, � : . L., �'r � 'L ­ 'ecotc A"CHIONS ** "M , i , I OF A lz� - � ­ " " I - � , "I'll I'll .- , ,,, - --------- - --- ­- _ I �r­ ­­­­­ I � 1 1� , ="z�,��, N CON SHEETS 9 THRO -,-- - "" t­­-' , , t � �j 1 STAGBERI�TJOLW/ STU I , --7-"--"--- - " -'. � � i � � � N � , , k* 0 �, (SEE SCHEDULE ON - (WE SCHEDULE ON "D5111111 POURED SHEETS 0 THROUGH I .0m.e. - 13 'JON to) ." 4 101 ­ i , * 2 Ile- umo mw IUWNUM I I ­­ ' L !Ft�"`�­" 0110m) ­ D.Cl VALID FOR E� � 1, � .� 1 � � - "�, L � j ( ISE COHE a - �, 1 -15�w AND PANEL L--- I -- I � Tk ON SPINUM It MAY K I f1r V01a IF � 1X5" WOOD 5�/-4r' " 51M POURED CON01m Jtl 4 L4066i - - �-, - ; k.- ., . SHEET I 1) I ­­­­­­ . -­l­ - -- IEC 2'.4' WOOD PLAIL �' � ' 1 f � L- I -­ K ­ - -- 11; i � " L 11 0) MMV14rm Is LWW TO A UK SIM MAW= ­ 1- - ­ - -----, REOUIRED , �I � WOW ANCHORS , , 1� L 1,.;�` CONCRETE BLOCK EXISTING POURED CONCR LENGTHS PER SHEET 3. � 1 'l L - 'I i ' 'j�' "' � � L j.'-'� I _- ­ ' ---- � I I OR CONCRETE BLOCK ,--- , , , ­ --(i) l MO VDIN 11001' :�r A�,� I L ' REQUIRED . ; ,,� , I , ! I � t 1/2' OD- (SEE TABLE #1 ON 2-14' WDOD , 1 1 i ,, ­ - � , TROUTr ANIF LE �. -----_- ­ , I - j : � �� I 0- ; 1, WOOD ANCHORS , . - � � I REQUIRED. I ­19 11; MAY, LUNG ALUMINUM SPACERS 9 ­ g, - ; �, � � ',; �� 1 *Am- I SIALAIN; HIS" i, -- ­­­ I (SEE SCHM-LE ON C=-=02 , -- ITEOUROW PLATE REQUINtff ­ , ��',j ' _W 0 ANCHORS -, I (SEE SCHEDU 011­1­,�, - T,/41 v I I SHEET III �----E,D­ - �� __ ,, -, " m SK= 0 THROUGH 10) �, , � , O 0 WOL SORMATIOR TO avo immAto -I �1-4- WOOD --�== - -­­ . \ " � � I � , SIAOIDERM W1 STOOD 1\ OFM I SHEET I 0 � ­ ... ­­,­ . SHEETS 9 A, to.) ,,, I , , r, pr ON SNW 3 MAY, BE MUCII, 1 4 As - I I PLATE REQUIRED _,__ 1�1 � � � � U �. I I , I � t ,� I , ; 1 LOW As THE = t" � 1 ,,� Y I I , , � � j- (SEE SCHEDULE ON � � � f.. � T�j � I . i � ­ SHUT 11) bompm wft . i " , � � . 1 . � ; ---2' Mi­-- � -------- �; , -- - � 1- LD , L � 1 . N [ (I) MOOMIUM ASO OICRON PROISURS S.Err 21 i , 0 a) ,; %� . I Q -- ­­111IN i. � t � ­ � utmull MQUNMM � - �� � I MTM to .8% -0 P44. (3) " 24 GINE: PANEL UNION 6 UMr1w To U) ­ J, �"A ­ - � -, I �1� �J IISMOM FEW ARGUL I.MT60"CATMANIZAKNOWON ,� , , , (2) 00" STORM INVIEL LONITH 6 mu `A.A SIM 11). W%;� .I- =. 1 crjuNro AND a"U'MXG BUILD -OUT MOUNTINIG " SCALE 3/8-t w I cu (5) SIM FROM naouAm 4 ONLY TRROC WAU mmmue IMAL4LUIU!JlallwNiAlulLYEL!-!F-WCI "Oull, (4) 1 I/r�% �WACVR MAR'blaeff PM SHILL BE AS INDICATED ON I AMRHAIM AW wm AN mmm wow ERNIE WALL sum 3/8-1- ow or 'r LOW SPAM CA fro ONLY ALIERNAMT-0 VAUD FOR M � SCALE 3/3.1* - ALTERNA= 1W r- mis, ,=�Wsi V,= fI: . BY . '0041"HIN", SCALE 3/6-i " m SCALE 3/1.1, 1 (t) M."" ftAT ONLY rof voto I WRON) OF Tw PIANO% i 0 ,1101110141�� . . &SI'MA"I #ADM CGOIC i A "OO "', , I mes--m. No I �/"ii�..:,Tkz' i .N� All.. I 0 .., XAEN,q, *-. Ai� N, lt�li L---­ . -W " " , ....... -.,.;., - 0 .. e *A blam, I . , h. :v ", " S .1 11 , � 14-�o A. N41 , �.. I'll N w , " � 4,10 r�� = jo ��" \�c E N se`.:� �� FLORIDA WILDING, CODE 04on HIgh Valowalty HWur cone Zone) I I Emm 4 ," v\CEN4,.-��k FLOW BUILDING CODE LNon High Voloolly Hu cone lovist)l =L±9ft-QA0ftAVQN-DE-SE=MZ . NO. 441 *, = FLORI BUILDING, CODE (Non High Velocity HU comis Zoris)j 2 , ---' -- -1 1, INSTALLATION ARE MY VAUD FOR MM, AL .. - �: - I , NSTALWION ARE DAILY VAUD POR MAX. A,S,D i *: - -, I . - I il . ---- --------- : 0.44167 '. S- 41021) WOOD. 0,,t 24 GAGE GALVANIZED STEEL STORM PANEL OlA NOTE SO, I . NO. 44167 .. mw I'mo, INC, F`F� TOP & BOTTOM MOUNTINGS, CAN BE --.*Y­ --- .1m lemm mr, 24 GAGE GALVANIZED STEEL STORM PANEL lv� < - I = * ; . a 24 GAGE GALVA14MO STEEL STORM PANEL I DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS 1. -q,-. "t. � COMMON ft 3 *, **1 04" w, DESIGN PRESSURE RATING (p.0) AND PANEL LENGTHS - : :*= COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3 A 11 � " * , OANMI ft STATE OF $ : . * 4-,z- -1/0/0" TOP & WTTOM NIOUNMNGS CAN BE ; AS PER: SCHEDULES ON SHM 3 (EXCEPT FOR Z . * z -/0/2M INSTALLATIONt, 2- FOR NFIAO WOOD FRAME CONSTRUCTION: WOOD ,,- - m E.O. - EDGE VISIANCE GLOBAL PROTECTION PRODUCTS, LM vm� COMBINED IN ANY WAY TO SUIT ANY � WERNATE 2W) 1 -' STATE GLOBAL PROTECTION PRODUCTS, LLC. uqt� I MEMBERS TO BE W/ S �. - - I I L I E C 0 im c' \ GLOBAL PROTECTION PRODUCTS. LLC. AT"D ML' (SEE SCHEDULE ON JOP & BOTTOM MWNTINGS CAN BE z teso SAL 61 liteot IWALLATIW 4MC, Ss. SO Tow �',, , ----- -;,,,, " - / TILTEC -0Z. \ SOUTHERN PINE No 2, � , ** I CIE I - f 11LIEC0111111C. ��§ �-, SHEETS TJ -SCA" .-LOAIOJ�. "LUT TESIA. . 2 '-,,,O, .�O;tm DENSITY OF 0.55 OR EQUAL -­ .wV11 VFW � aim FL 353,4 IMWE. FL 3mm - .* gl!pm. 9 & 10) COMBINED IN ANY WAY TO SUf ANY 1. 1%.p ----- NOW O". , ,. -175 �"%,. I � low "HOIND (W)MI�-7-�& M M4p8�797 20-t75 2, FOR NEW WOOD FRAME CONSTRUCTIOM WOOD 1. 1:% 2,41, " BRIONIO-slit? 20-175 . lit, - - !%tij gg� pt ". UNHImm-nN, M3, (WHOsso-sm 20 a INSTALLATION, 10 vi;v" - DRAWING NO,: MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC - � i; - i��OWOP I- X�EVVAROIIR-Nm 71O I. LIHI I - - - - FAII, 4 � INANItnot " . DENSITY OF 0.55 OR EQUAI, - I - I. OWWWOO No C4-om�2 .1 - 1- DRAWING A- < - 12MI: '. 137 4 or it I I ---------j .. Am I - � xw_n 6 at Is P� WALISKAIMU"TE 1w VAH A" n j ,I A Rm - SIM I A; in -j . -­ -, -12m Ik 4 ;62z, ,1= L±tn=1 , 1, ,9z I , ,r: I ­ -- - , i- I - N=-R" �� A it 4,il" 1 1 1 1 1 1 0- SHEET NO. SH 1.3 0 END QL0Sj!RES UETAIL I __________ ___1 S FOR INSTALL&T19N IN POURED. CONCRETE, C NCRETE BLOCK OR W0120 STRUCTURES, YALID FOR REGULAR, LIFE SAEETY & E-Z HANG 5TORM PANEL 0) SYSIEMS I- -1-11 I .. � 61 I ca"m j__ ___1---­4,,(3) 0 0 OR , FIGURED , "' il'�,, "1, , , 1. 1. IZIM-4 (�) & 0 04= ", 121`s1Aff1W A.-Z-011 �_, I � , " � I ANGIE WON Y4;f ,� , # , A , , , � " __2 1/2 TAPOON 6 ill v 1 3/4' � -11 . I Ili)] "' � A 1 1 min, I - "", -1 1 ./4-f . _ I � 4 11 I . =%, I I ;?r I I- �_- =0=101_� � . O' ",r,J,� � 2 I /r � 1w, REOUM . �1�1� I I Mt.'r­ , - -- 2*."4' WOOD FRAME / L-1 OR(D - - I I - . , � 'VIA'a jl� " . � , . .1, I I -11 I �� y " \,�,,�,_ �-,�,, I== I � r-I-) , .I/. _j I 1�__ �foi� -7 �, --I,. I - t I �, I,- - /-, il . W Rk,AVm40U ', i, "' .= l, 1 1�� . . - * , .1 , j r .r A -m '� , , ­ "I I 9 12- O.Q i : 1',0,1rw,- i 1. I , VARIES ��/ , , I r , I " i I I , . , ': 21 1 f,!,��%I i i, !p WAL -V< L �Cm UVI,,, I I �, I 11), / III', I � " -----.-.!L--- ; I Z PGAINTO rowAm, CDNCIWT y i tIi - . __T __ __ 2,010-11154 SHEET - - - - , 2 x 4 , I--�- 7 ---- 1-J"m AUN. SUIT PiAlf ,�, BUM OR 2*.e WOW FR&W , , 'Ttp REOWRM -"I I �r_ " �� I , 7 1 I � li� 3I05 I 'ULO, I _1 2 1/2' / 1 I �T /,�, ,kj, 'ULO, , ' ALUC, am- 1;. � - , 1� Min, ,� ­ 2" 1 'I '14L x CON't ANGLE _; A, - -, � � " ,�� M.A. GAP - ____ - __ �__.:�.___j 1�� 1 4", I/e if 80Q, ,_f .072' -, OT-To 0 to; "m .. ir at */11-41"Aa C-L N- AMC" gME A (PLAN) rtME 0 (I!LW CAU C (PLAN) CA5E D scai 1 li�.l - - WALE fle-l* SCALE 1/4". I� SCALE 1/4��I" 1 ��, __­ --v -1 SOLIC-SIT OR C"-4N z I Qw.,&, - � --J----(-a) -q .0 a OR =,-,r-- V'-= OR � kqa"E pws (va \ 11SXx .. OR 2-. - wow SOM OF DPDMC � SCHEDULE ON SHEETS � , __ ("N, PANEL , � AS *"JCAKE I - - � - - m:%ra111x%R S FRIW RWUM -­ I , 0 - a , - , - I - I __ 11�____ � r.� NM IT 6. I T & 0 1 , . I I I � I -- i WIDTH) 2 -POLRED PC!pn Cot"M REQUMIED I I I 1� � 1 ix'k I 1. ­­_­ � �11� .. . ,1_1 i OR 2*44 WOOD ITIAME � - &OCX "I'll N I .� ��­ ­11111 "I " f W I IV. , ,". - � _e24�,�� I I - ���' , ,, 11 , , '11; 1. 11-_ V��,.,,i, \<1 I KW W a ij OR(k ,r'j') � VARIES IV ,&A= FRDNI * REAR PARM111 TO � 91 Ift, INTAIR m " ��/ - INALL END PAME* 1=x I x - 90. OWAKE 1 -7-!- 1 , i � _� 7 7- vir, . - : 1� Y, i � � '��� Y I I . __ # -_ ____ ---- i_�j CASE G ,/.*." - - "'HIIHINAN, " \_�f_1y'__\_//_ AMHPMl)s,I;,IA"47 ,e�i� h, T/0", SCAL�E 1/4-.1- .� ...... �. 0 5%, = ;Z,0!;U ,&%.�, , L VALO FOR DIRECT MOW WSTALLATION ONLY & mil,' or Olt 4P4 -"\\Ms,"� !IiN, �� , , � ,� , . e . ' �_ CM11FO PANEL ASTAuATION, AT WALLS W/ zz - z i Na 44167 "', I SLRN�ACC LEVEL VARA71OkS�VATVRN 310 1 =*: * . Or S . 1 '. * FLORIDA BUILDING CODE (Mon High ValocIty Nu cone Zone) C SE E (PLAN) CAaE E (PLAN) 1. .. F .� vK40 1100m. oft 24 CAGE GAILVANIZED STEEL STO11M PANEL Lp. .. .- " DUN In. - - SCALE 1/4 -1 SCALE 1/4'-I' � .. �!DRIDV_... - Z T —N! GLOBAL PROTECTION PRODMS. LM "'_ T:1 =�� C. , WE 4��r\ - TICIPPM, . ==m— 4WL1",,W m .W. mg:x. — ""'Iff-li - __ PHOM- C154YO-7544 FAX ("4)%V-WV 20-175 ,_ I ---- *,I Pl- 7ALMONARINITI"t CA-00"Its - � I " - WAOTR "Ill a or to . ___ =._=19 Lt � - I MAXIMUM A.S.D. RESSN PRE5SURE &MING (p.s.f.) AND CQRRESPONDING MAXIMUM ANQHQR SPACINQ R 5108 EANEL(DIRMLIABONS 19Q WAD STRUCIUM (VALID ONLY FOR PANEL 0 INSTAILLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) VM. ALSO. DESIGN PRESSURE RATIN (P.-J.) MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 6 A 7 ' APPLICABLE I TO AI.TERMITIMES III & ANY comstmArioN OF THEM PANEL `E_ Itt'-) TAPODN — LAG SCREW PANELMATE FEMALE 0 PANELMATE PLUS - WOOD WAtm'4 - 13" 15" Is- 15, i,� 1W (W) -i— — is- I r - IV - 13, I 13, W (IM54 - a 11r 6 I/e a lIr i 1-fi�- It lit - " "'p) - - - Ir - - ---,,F- - ___W7___,__ F____ ___ --i 114� —$I-,--- "---I--- _7i 1/2' r­­ - -^--",W-- - __ ::E,/I� - ___ ' *) ­ . � �_ W ' :� ! jMD11.) V_IV OR LESS I--, 3 __ _____ IV ___._ 13" ill oP3 t_E__ +45, -45 OR LESS --.!Z— is, __ilL 1 r IV ._'.�_ 3 _.�­ 3 13, 13, 13' 13, a 1/2' Till (W) - IV IV 13, IV 1. IW ( - a 1/2- T-I—?e 6 1/2- - 6 1/2- 6 '/2- 2W (TOP) - - - f I 1 6 1/0 2W mm�) —oon ,W-Q' TO - - 4 1/2" 4- - - - a l7F__ 1/2, - - __ I- iw - ______1 , - - 4 llr — ­­ ,/2* ;�� — _' --- J- - sw Motrw - , to 1/2. --t- - 0 1/2'__ _ , —_ 12, — .- —_ 4W (TOP) — I - 1 13, 13�, IV --T3-;-- —a,- ILI - 1W (BOTTOM) L - I ISEE TAME it FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS — SPACER " IS * USED, CORRESPONDING ONLY TO ALTERNATE 21Y ON SHEET 6 1 mm� AISID. I WXIMUIA ANCHORS SPACING FOR F-11 - AS SHOWN ON SHEETS 6, At 7 - APPLICABLE MAXIMUM DESIGN TO PANEL IAPCON LAG SCREW P44EL44TE PANE �U,,Alr WOOD BUSNING PRESSURE RATING __­ ,&ArT" tounif -e (O..Q FOAALE ID PLUS OF THEM (11-3 ir i3* TV Isr 13' IN (TOP) 13- IV IV 1�� " I* (vortow) - ____j:_ 13 1/2' __ ZW (TOP) - , _±_1/;1�____t!/T___��_1_/2* - - .___.±Y_2"_ 6 1/4- 12 1/2, _ 1/4* � *' IT-W I,---,- 'r ---,---,--- - 7 112- - ­ __,__K_.__ __.. ___ a* __.____ __�__ - ___ 1,11LIT-Ri:__ OR LESS __ 7 TIr ______ '. a, ,.- - 1)) � ...... L ... �� 3 ­­.- 1Y _____­___ 13, Is; _____ IS: +45. -45 tr _ IV IV— _13- Ir- - ( I To +75, -75 Is" is' 13, Is- I - -iiur -- -- __ i-yr-oop! - - - 1 IV-_ 13:' TV Ily 61/0 lis (BoTfom) 6 1/2' 1/2' 2 1/2� 6 1/2" 2W (TOP) - __�t __jj��_ 6 1/4' __L_ _ 12 f/2* a Ip' !t_0_­1_ -w-41 , .___Z� _7:E,ZF�-1:_-f-_,/K__. _ - __ !! 'i-S, _!t_L/_r a, I ____i: 5 1/�� S, I S� - - -um- 3W (BOTTOM) , Ir ___ t2- Is- 13' __. S 1/2' __ 4w (TOP) - - '. IV IV :]= - 13 , TW - 14W IBOTTDM� I -_ __j SEE TABU 11 FOR VAX, &S.D. DESIGN LOADS & ". PANEL LENGTHS WHEN VAC 64 IS F USED, CORRIESPONINNr ONLY TO ALT ~1W 2W: ON SHEET 6 - I lot; #j 6 A.S.D. DES" LOAD MAXIMUM PANM LENGTH 40 PSF` OR LEM 1 - - 6,_6. -.I-.-- - > 40 PSF TO 50 PSF 61-2. 1 [ > 50 PSF TO 60 PSF 5,_101 - A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE: OR PANEL MATE PLUS ANCHORS & W/ 8%Ate�,NIZ, 1/2' 04. INSTALLAT19N OETAILS E0_R UFE SAFETY P-AMELnl INTO POURED ONCRETE OR CQNCREJE BLOCK SJRUQTQRE� 1/4-0 TAPC 1/4-0 TAPCcn___ __pmm POURED ANCHOR 0 I�­D.C� � , i 7- =ETE`O`R MCH" 9 0 0.4, � � CONCRETE OR I I , . "" CONCRETE BLOCK ' �k CONCRETE BLOCK LL, ��,,� REOLORED. ` _'," REQUIRED, r, � � *" I � r.N ,',' , , I - 4) " , , 1_1� , " I f _14 I 0 ED:# I* Lt., XPARAMW TO GLASS, I � 0 L �.In , `11 W_ PANEL LENGTH (sn EmAMN ON SHEET 12) t/2 I 1w,iX141 [IIN §Z�-!. rX1*iW_ 1110t � --- SM SHEM 15 A, It FOR NOICIRS rIPt & SPACINa MR 116TAUATIDICS INTO wow MAW SULDIRW "" ANCHOR SPACINGS AND MINIMUM E= WTANCE ARE 000410 ON INS SCHIED"E. FOR Lit. MISS THAN INDICATED ON SOIEDULI REDUCE ANCHOR, $PACK BY "TKVM SPACM SHOWN ON SCHEDULE BY THE FOUOWNG FACTORS. FOR THIS OPOWTION TO K POSSBUL FIDUCED SPACING MAOILD USING FACTOR SKU NOT BE VISS TWIN M*4AMM spook, INDICATED MR VIO" ANCHOR TYPE IN THIS Sclectof- ANCHOR "PE ­;N"%1V!,J_ . Pitt Maim MOW WAmm Do - __ " -== lc� p') � js i I .J3 ,,/2 "Am. ]IRA mmm OW *am , l/. i­­ - - - � _--l�e. - ... ­­�� i�_ 1 __:�_­ 3 , 0 1=01r.P0.18KOM CONCRETE BLOM REOUIRED, 1=11ANILMAII) 0. WAU "NTINgs WALE 3/8-t- i � � 191�E-p I 1. I . V MAX O . PANEL LENGTH � (SEE DUEMATION ___ I ON SHEIEF 12) 1 � . q (VAUD ONLY FOR PANELC) INSTAL.LATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MOL A,S.O. DESIGN PRESSURE RATING (P..,f,) "IMUM ANCHORS SPACING FOR " E-0. PER SCRRDULr BELOW ; I I 9m I -,X. I MAX kSID. DESIGN FOCSSURE RATING (Pl.tj — MAMIM ANCHORS SPACING MR MIN F-11 PER SCHEDULE balow �F I - - r C'M -1 Ad I "UM LZIF, f-) 1APON $"-Sv I ROIEWTE FEMALE I ID PUAS ZMJMC­NAIUN , CALK-4N TAPOOK SQUID -SET PANMAA11 FEMALE 0 P TE PLUS ZNMAC-NNUN, CAL" 1 - '16 04"In TO C%W TO mown To mAstwTomolix to . & — mi-mm 116 ocr R) ....., " C., AW TO mmm To R' To 4%W coNl6k&E to To .1�6. OF INC. — +-.-46 OR LESS IV IV 13, I � ­ — Ir __1_r -1-m-py- W-0" OR LESS +AO, -45 To - - I ir IV 13, 'r IV 13" ir Ir IV it 1/2' 1 (TOP) 51-10' OR LISS . Ir Is- - 7 _;37 - 1 13 13, 1Y __ is- 1 (BOTTOM) 7 ir IV 13, Ir IV 13, - 13, — 13' ____ IV -':- is' It 1/2' t (BOTTOM) ly IV IV - is- Is- 13' � 13, I IV ! Tt) �Y 3 . :_ IV IV` Ir la- Is' 73 Is- I 1 1/2' -TOP) 2 t 1Y Ir --!L - 3: - 13' ly 13' _i-;r Is- __2L_ IV LMOTMM) is. __L3�___jr___!3 ir _ Is. _ IV I r IV — TV -73-�- 13, -I IV IV IV 17 1/2' 2 (2017010 IT _ _LT IV IV _L __ IV _13:_ IV _. Y I _2V 11 _.2r_ — - Is- 1 Is- 13* Ii (mm _ 13' IV I IV ". 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It 11ris I /,� 13, ;71/r I TOP) �,V-fr To, ir-s* _j 7- IV I i'37- IV 2 1/2 1V 2 1 10-1/2 7 f/2 _ _ - IV - Ir I (BOTTOM) IV ? lIr 'i3fl- Ir IV IV to, ill llt� 11' Ir 1 13, 1, 1/2 ' a i/2' i (soTmu) _:r 1V . V, 1), 70 il:r TV* 7- tr r 7 1/2 5 /2 Is- 4 lii�7 i-65�5 ". I 1. 13' I 13, IV 0 llr TV 9 1/2' 9 1/2' 6 llr 1 Is- S "2 * $ 1/2' , 2 (TOW1 '') ­;F- iF- .— - _F - -7- --,-,- 11 __�­ . __ - is 1Y ___ i.�l TPZ __ -i -57- — 13r, _,_ - ii j2-t j� - __ __2�_ 13y, / . 6 1 4 ­ _Y?� i-11-1 6 1/4* ___ ls, — —14* 12 11r's —$- 9 1/7 7 I _72 — ../c — —joip iiri/_2 — - - - �Z 7 =__ -1 -1/2 _i"__1_/2_ ­7­ - - i; 1 - - S ' = �- .1 _3 __ S I/ 4, fl/2� 5 1/2- i-W __ -i _' _m!: 2 (BOTTOM) ,3- -0mvp-) - ! 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NOT SE LESS THAN MMINM SPACM INDICATED I`OR EACH ANCHOR TYPE ON THIS SCRITO(Ij- , /4 /1"i. i/4-0 ,/,V. _ Ile. ,--.-- Anct" Irm .--L/* ---! _�t_ WCON sa�so I �, a ZAI,I6� CALx_* __ - IWAIMAIM ANCHOR SF-AC04 (Ift.) ­1 3 1 3 __ a 2 vr I t/1 offumna - W4 1 r -,.L,-/V-- I MCA" ",I WON Ek . - _,Lill' :, .- ---!-- 31/1 11 _1/r , I -I ACIUMIL ba FACTOR __,._,____j_1Y/i1*___...______ ` ---- - - -- �___. �:-Ij­ ------- �� ­'j�� ­ 2 11�' - - - __ _____1__­ I --.,., - I OL50 __ - . - ____ r -- - - - - - 040 - . i3m . __ 7 - �­ .�L P. ____ I. - I. ,__________n_ 3 1, - ll� " I- - - . WHEN �w 1,FACINgS ONLY VAUD IS USED #I FOR MAX. A.&D. . fi F11 rl! DESIGN LOADS & V" PANEL WHIM I�A USED. Mal& Al a I A.&D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B* > 40 PSF TO 50 PSF W-2- - I > 50 PSF TO 60 PSF 5'- 1 O" A MAX. PANEL L04MS ARE FOR INSTALLATIONS , itl�% VALID W/ SOLID SET ANC14ORS SPACER AT 12 1/2- C.C. — __ , __ ___ -"-"-��--�---,---��,---,�,,�,-,ANCHM (SCE SECTIONS * ALTIRNATOM ON SHEETS IS, 14, 15 A'16)--- -- , - _­ __ ___­__-_ __ _- I I I 3: mAx R-lA/13,, R-2A/13. R-SA/14, R-is/13, 0-20/131� R-39/14. r MOOL � I- ---I R-IAW/115, R-2AW/15, R-3AW/16, R-18W/15, R-28W/115, R-31YA/ ,- MAL � D.m..(j), - ", + * Is. �-, I . - i___ -­­---­­ - ___.__________._________ _------­ 1k ----- -- --___._'�__� q)Or04_ _____.__,_1____­ � � t i 7 � �, �, i 6 �' L 0 0 0 0 0 , � a I � , , � 51, , ____________4 I---- — , _,______ ---,-I----, -­­--! � i � I __ , r �1 t I I i � � F_�._T_i 11 -------- _____1_­F- - __i_1__i__7_1.___ 1_7-� - --[---- � , I I 1 1 1 , I i - � �� �il � � ­1 t , � � � ; � I , I i I I I 1 j , � �� I I � I 1 I I I i I .I I I I � - tl � ,�� � 2 I , I I ! I I �� � , 1 , I . � 1 i . i I � I � ! i I W i i I , i I L/2 I I I I . I ,.,- � �. : I c . i � 1 114'0--OXI" S�s BOL175 W,O i I I I : : � I i I ; v � ! . i I - I I I - . � I � c � � � I I I i I I I JU5P FOR PANII LENGTH i : i : � M", i ; . I i . I t I . . : � � I : PANEL LENGTH I ! -61) � I � � � I 0 I � � � � i I 01 � I ; I I i I I � ,� � i � & i � I Owls i z 7' I.L21"TH I STORIN PANEL , m v, � i W-111' OZ . 4 � � [ � �t R IlGUUAA STORM PAN�El_ � I � RECU �'L � 1 I � I 4ZO I � � 11 ,_ ! 'W : i 'i � , , � I � e I I , (W/ 04" , � i ,�i ,� ! i , , i --- � I 1 , � � I � - - ,"_ --- - _, - _j - -',- . , -.-- �,__, --- � I . i 4---. 1 _ - - _j1.�,__'1_.__1i_ -1 ------------------ � 1 � � , , , i , � 1 4 i 1 4 'r-V 6 +00.0. ­54.0 p�b,f, x . � 1 � f � � I , i , � -, � f UFE %WFV,Y RM PANEL I e � - I � i I � I I � � � , I i 1 i � � i I I � � � �! I ;; - � a I � � � � � I " , I � I A OVO OVERLAP MID PANEL UNM IROLT) � � � - � � -- - " , -- _J_ - �, -_ -1 -L-1. � - - -_ I - , .., , _ - I � .1 I � I � ­­ ��, _1 � I � , - I 1, -, I � -- - " , - I � I , z � �F, � I I , - .1,11 - .I,- - - , - - i -i ___ ! - __ � I -, 1-111 I— ­­ I 11 I I � I . I � - . . I I ",;;�� _­ �� � - 7 _f__ V I . I � , I I - ­_­ i t] , L. � I , � � � . . ­,i�A 7 L USE T-6 - MIN. PAW UO401H, i . . I - - I � I I : A - 1/4' 1 - - - 4 ---- 7 - - � - - - -_ � - - -- - _ __t . I I : I � III, 511H 1 - ,, -20-l' 1 � ; I; _� �r I I AT ALL M � OUR!"m � . , _ � - I ;, I : - i 1 , S'S. BOLTS WA" � f � � 1�� � I � : : .�� - I . -- : L EA. GVERLAF � � U I � I � ,_ i I AT r I - I - r � I I . I I r - I � _, -___________'_ � ­ 1 7 : . '�6 I 1 k i � - .. ____._ - �­, I L -, -1---, - - _--i " ,,� - . I � _____-__L___­ __ ­ -11 _-A- , -, . � I _______­11_­k . __ - �. - - .1111, - 1- 7----" � - ­ 11-1-1- � , I � , V2 . � i, --- --7-j_­-­-"T­---­---- �77_­____ -_ - 7 ,- ­_ - - . � , I I � � � " . . I I I t , � 1 5 I : I I k� i I , � q . � , i I I � � � � __ . � I � - � � � ­­ ....... � I � ; �'O � I � � ; t 1 � � I - j 4�1 '�r, 41_],I'�' 1, _�:� �__-1--.1--A i ; � ; ',_I____� � �-[� �L__ , i L - 4, I _111­__­__.­­ I - . _.__,__.____1 -, -1. I i I - - ___ _L-i-I.- -1-11--i . ...... _1 . ..... _%_ _. ­_11-- -1-1--.1-11-1- ­­ rT----_- _­_ ,",..,-�1.1111-1---,--�,�l---�l-.-,"-�-.�- , I ", , - ...... �.. _---,­--T-­1 I-----,- � � , -----­­' ----- -� � I T , , " A I , 4 . , ; . I , c ;_ � I t­." I -�-­, � -------- __­____­___1 _ ___ _--a ___ __ �j � ------- - �,. I 11 I , . I I � , I i -_ __1 &6Ffs , L I � ��kd --- I � . I I � : � � i I . . I � I - I I L 1 � � z I � [_�__.__­ , ___ ____ __ -il . , , __ , I I I I J = . In, ..-ry, I.- � � � � , I I I � � � �, � i � I . � r , PANEL BOTTOM CORNEAS � I 0 � I � - I., I � k �1! � - i I I i � X-11 � I � I D m (�� x I . � I . I __i -_ ---. ­1 - _._­J___­__­ 1. 11 .1 I �_ � L I � _.- I 7 I - , or 40 I - ;1�xj­ I ; � Ww" f NUT ��T--� EMSIOR :.--W#4(; NuT AT 3.1 - �lw,A�x: LtF1` PANEX RIGHT PANEL MAKI, t INSTALLATIONS ONLY VAUD FOR WIND J� , I. � I* ARA, R-IA/11�1R-2A/13, R-3A/14, R-19113. R-26/13, R-381114, MIN,� SPEED UP TO 170 _PA� � 1 � A-IIAW/15. R-20/15, lkl-3AIA/19. R-law/m R-2"/15, ft-saw/16. 2 � � ; __.- ... _________________ .... -, - � - ---micHolts (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, t4. is &10) - - - _- ­­, _-­_ � , - , ", -,- - � �/4 ,. W� W -. �-- LIFE SMETY STQRM PANEL �! ELEYAT-112N (t) �? SCALE 1/4'-I' it � Ili/ 01 REGULAR Z667' __ CI)REGULAR �, � ,m'A I STORM PANEI OWN O`Te___1 �mpa "'LL10 ,06101m,", , STORM PAN& ,I - -, -1 c . � %W � , � _ _ . - � ------------ �__ - ­=P==�, �======__ - � v-------------­ ��=�_ __ ___ ­ __ __ - - - ,� � ' I , I - 21- `11�_,� __ - I/-I .......... .. - ., �� "I'll, I MAX -V�\ " I - ", . I \�c .,.!!;tx � ___ I 1< .',L `�� �, 1� Z \ � I - , , \ / �f, 11. / I P ��­-�_­­=­_ , - .­_­_.__ - - . I . .4 f--. --, - , ­___­=____j .­�=­=�4r=,==-, ­­­­�=�_­��­_�, --- , , , 1-11 . I : , I "T *. E i LIFE SWM PANEL :: = " P?A- __ �-, * -Z-' FLORIDA BUILDING LOOP- (Mon High Valoafty Hu Icons Zon*) __ -�. f1p. _,�_, - 40 DFARN or, EMRIQR is, --�..RION ..- ,Mwm sot 24 GAGE GALVANIZED STEEL STORM PAM .. 1.1 ... ______ I __ 11TE C 0m., \ 01/n/ma, / GLOBAL PROTECTION PRODUCM I.I.C. DOE SVJION -A , ON S.W. 5, STKU ." SCALE 1/4'-I* 41711 If.p i�E'_7-n'__'1m"1m_= - (04W.5.6, �, I. 20-175 PZ MAL/SONATURIE/Wr CA -WWI* -.1 2R!M 1-1w;m �?-rw- mu*Iwi A- - i - - I . .=z- - I bi � Em 1: I � :z± ==.,:!j - - __ INSTALLATION DETAILS E0 LIEE SAFM FANELOD I INTO WOOD STRUCTURES . ­�,_''A_ M­ � Z­_ ,7. I I - _.- _­"� - - - - - ? I I : - ��, -7 1 - ' -,­ I - Y'r7-1-P! - 11- il , , , , , , , ; � . �, ,� � i I 11 , � , , � 11 �. - - - i � ,�� � � ! , I - , - __ I "I 16 -1 ,-- �1 - ­.- _­ il I- -11 til , � - 7 M I -,­ '%i,� -, `� ,/ . � --- ijj _ _��Nl HEADER - � � � I 1'� _� , ,,-- - , � I I I __ I _ _=, HEADER --, _7f, WON HEADER � 'R _,, iH - ED �, I- RED 1�, H - -REQUIRED , �1 _V11al"', I " I ,� 1: , - W, ", - -I- �_ 7­1*�", I �, , " �,-'i , ,�� - , ,-, I ,,, " 1� �; __ 11 " � - _� - __ 1'1_1� � , ­­, �� '� � I _____ c 1 '� "I-, I -11 ", _', , , , " I I � " ,� , , i� �, � -0 TAPCON '� I r� e# I , , 1 TAP,"! 11�1� " I , 114 .�L � , � 11`5 � -, 1 / ,�� � i , _X4*0 TAn I I � i � kCH -- -=. I ff , �ACMR e �, \ \ k. 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I I � . � � i z �, ; , - , , I S I � � r �� � j - -1 i � ��, � , I ,,1 � ,� i i I L . - I - ; / N ; � I � . m6,, � � e . , ! 11 i I .i� � i , I �', it ; 11 ; � ; I- � i ��p 11 f � , ; i " , i , , 'N - ; � " I I I 1� I - I I I I , �. � I V � I I �_ I � �", — , I I ; I i I � j I , " k . W I I ; 164 � � I i - I I i I - t -k,l i I ; I I "I q) I I I I I I t5kww : � I it ; ,(4�_,- i A I � it a i q � � - -4--_ _111 __ 11 �� A. l :111, ­15- �4�� � - , - I A',,"", � = " A,'�n" i ��', - : "I_, - sAt* .1, 11r - ` I � , I i It I I : _-1m!S14______ �� " I � , , i � -_­%�� _�__j_ � - I 1 - _ I ­­ I � _- ­­� ­_ - ; � I' � .-------- ­� I I ___` &mftft� � I I -F- i --- - .... � , I um;,Htmmx�o ,­ .1 I I _­ - " I aw-M-0 ! _" .7 1 #1 =14 � - T I Iv " - I "C' mm- 4 R I m" It I ; . .T �, 9��16­­­_ --I 11 I ____ j. PANEL LV*=H It � 4-- . - -----) V k'" L - - - -1-- -----I . # I - _ ij. PANEL LENGTH X, " . ,-- t5tt LU,YA­ It It I ; (SEE ELEVATION 10 i i PANEL UEI&TH 1_� . � If I I PAN'� =111 If ..... __j ON SHT 12) I ­ I In I i ON SHEET 12) _,. - I(SEE ELEVATION ­ 1. - ­ - ­­_ I - -_ _­ (SEE REVATION -_ . . ______ 1� - ------ ______ -, " it 4__ - I , I -1- - 4 I ON SHEET t2) I I � I [ ON SHEET 12) t � I I it j ILI = � . a I* MR, ­(D I - - - - __ ___1___ I ; . �. _72 - �� __ - � AL- - __ . __ � 1,1 I- MI.. I i � r_­=41- � r SEPARATION—- I � � � I- - ' � , � i - I" M;ft. 4 � To OVIS4. �4__ _03 i IN " I �_ (J) � r-6 t _i:D �T.­, i � W. - I , ." W-L& I L�2 i L- G1'1*AA"1iD4 , I --Of � A " I 1, I " i I R___sEPAMtT*N ---- ­1 I - I I 6. , � I ! - I � - C3), , I � i H GLASS 4 � It : � R *0 OUsG1 I , , ! I . � V I . i , L/2 � I . - I 11- ­@ i 1 71 1 � A _@ ) i 17 t �, , �_ I " I ,I . I &`_', ,I- - : * I"i, � I I_ - &_,N� �,_ _­,T� - I I I I I At � j EQ. '�' 4� ! 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Vx1o, ox, 1� � � A -ITA" olc� " - ! i � ,�, , �_ � � N IAPCON - � 1, 1, ; !-, 1 �, RDILIFRED � 1 STAGGERED w/ %W STAGGERED w/ STUD � 7,1 � _­ "I "I : "I � , P 11 3 ­� " I �,' 1 - ANCHOR 0 Jr D.C. � , 1 "I 1� � ; � "i " � "I t I 1 WOOD , i z - , -1 � - � _ - j 1 H � � z 11 I k 11 , _0 � _A�* WOOD , 4" � I 5 1 ". E �, , i z I I _ _ - 1� - �, : - __ , � 'A I - , I - 1, - -1 REQUIRED I REQUIRED I . . 1',w ! 1 - � - I I ALUrALIEME R-JOW pu Uff EMS H1110 k LIrlmim ,5- MAL�MNG "ONJOHM. MA"AQU M ., .,,/,q ... � , ­11'1!9� .�;Xlirftz�, . ., �? FLORIDA BUILDING CODE (Non High Villoolty 1jur tons Zono)l NMI � � � . '- .2m I"m m ry 3 1 24 CAM GALVANIZED STEEL STORM PANEL . - mm IN. 1, INSTALLATION ARE ONLY VALID FOR A,S,D. DESIGN _ , c.44167 - 1 � .*= . �-f PRESSURE RATINGS (p,s.f) AND PANEL LENGTHS AS -_ * - . * ir � 07/17"I'm PER ELEVATION ON SHEET 12. � GLOBAL PROTECTION PRODUCTS, tic. li ..** ,STATE09� .4 F��_— wx- - - 2, FOR NEV WOOD FRAME CONSTRUCTION: WOW � � z - - �__ _�_ - �_ 49M S.W. 5, STINEXT " 'FESTING 41, 0 .. ric)RID "I MEMBERS TO BE SOUTHERN FIRE No 2. W/ SPECIFIC -:0, I- -,.~ .W1 , ft Z=W0mWW=w am, rL -�. "7100�y - I .- I - -M, PHOND INARMS-75W FAX- M.M�M 20-175 DENSITY OF 0,55 OR EQUAL __ .­.:*;m -, ..I . .- . .z t4_000fols � It.- 1!5 K, - - . , I 94 j�� .,. or in I I . I- - - � - - - I — MAXIMUM M,12. OESIGN PRESSURE RATI x.f.) ANQ CORR PONDING MAXIMUM AKHOR SM082 SCHEDULE MR MULAR STORM PANEUJI)IN *0 CONCRETE A QQhIMETE BLOCK STRUCTU (VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) MAX A.", DESIGN PRESSURE RATING (P.0) MOW _M� -7*-- UM ANCHORS SPACW0 FOR MIN 1�0. PER SO& BELOW APPLIOW TO SECTIONS I & ANY MAAMLM I PAND, LENGTH Ic (".) km, A.S.D, OCSIGIN PRESSURE PAITING (P..J.) I I BELOW MAMMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE * APPUCAM TO & an OF 114M mm" PANEL LENGTH .V 00 — - __ FEMALE, 10 " I PLUS ZAMAO-NAWN , CAL -IN __ LUS ___ To am jk TO CONCRETT 2k TO , � To - 10 "tior" H.-I To omarm IC-.k _,o IC -A-. "As"""'" OF THEM 16 MAM p a m to m CTME TO -To It tte_�T* hish- 10 9&_ -CAL TO - CoNa" >.65. -S5 +7 TO-75 5, 13' ly 71PIM11- I y $V j 12* Ir I to- I 00p) w-gr OR LESS +75. -15, TO +11%-I%S ______,I_ 13' S. I,- 10 1/2" 13' - 0 1/2* 1 13' 16 llr 7 1/2' S 1/2' IV r F, 4 1/2' t (TOP) I " -6. OR LESS 1 _i_,�_ 1�7 1: __ Ir 13' 3� IV 1 12* 3 IG, I (BOTTOM) - 13 - 6 1/2 - 13 T:r IV '. 73, 1 a" to, 7 1/2- 1V 6" I (BOTTOM) _L__23:__ 13' 111' _§_A_ . . , ,3 _13 .L_ - _L _ 1. - I Il Ir -I:- 13, IV 2 (W) IV - S - i3 r to 1/2 is, r- - a 1/2 3L __L - 6 lIr 7 1/2' 5 1/2' IV - - 4 1 /2 2 fW) - ly 11, --L3:-- IV -1-37- 3L 13* ly. 7F-T-Ir IV io* 2 (BOTTOM). IV 71 . Is- ­13F_ IV 9 1/2!" V __L_ 11r !_ to I1Y 1 1/2' - 13' 6 1/2' - . - ­ IV -i- - I y _2L_ Ir - 13 r IV 1V to* f cro,p) 13' - 7- __ IV 131 ,sr 9 1/2- IV S, 1/2' tO 1/2" 7 1/2' - IV 61 �3 (TOP) -Lj:- __21�_ - - __L��_ 12 i/2'12 - I il� 5 1/4' 5 114� I? L2 1,�2 � - - . ;le . S i/4' 1 (BOTTOM) - 5-i-Ai 12 1/2,17 - �_Zvi W _�­17we It T/V - 0 1/4 12 IR -ir a Ile --:;�-- - - - -, - 1 1/4" _ C, I/V 3 111) _=1- __ - --!: - __2��_ _B�_ - T" -!-3:- is, li, - li;�_7_1� - a- ---F.-- I r -, -, 1V - - is- W -= --ir ­ ___ IV - _­ is- - a- - a. - is- ____ 1 �!__ - - r - _ is- _ IV ---.-.----- _1_1V r _-, 1. ___ IV -_ IV o In- I Ir ,--.-, 1. __ Ir --- IV - 77,- - -, II, __ Ir -_ IV s- r -_ - ___.7___ 12- - -_ ,2. 2- a' __ IS. - ­ ir ____ - 13, __ � 4 11F __1 - __ ir --- to, __ to- A vip-) -_ ( 11 --- S rfom -_ 5 (BOTTOM) ___ 6 oxi) 1* '--W7- 7V --,-,- 1. . - - - I-— 6 1/2- �� )�,TW ____ Ir -_ -"-I'- __ 13, -_ t- - -- 6; ­ IV --- TWr ­ --- __ _-, 1. __ -'-- __!�_ IV _. -- - * __ I- -_ 4 i --'- I 1 T I to- -_ _A�_, - --. 7 1/2- _____ ±_18 r - -I' IV -_ Yil_r --- _- Ir _ z!,ia-1Om) ____ li MP) " Ir 7' IV " W iV ___._ 9 1/2' - __ IV --- 9 1/2' - - --- 10 1/2" , __ 7 i/2" is, 6- L(BoTrom) 13, 5 . - 1_01� IN" 4 I/2' IV 6 1/2' 7 A/r 5 1/2' - llr 6 (TOP) --- -- -�- 1 jr _i___pL_. /, It 1/4'16 __�_, 1/4' __!�L_ - _Il�_ - _13� - - - - --I- � - _!A�_ 6 1/4* 6 t/4'flt (0011�­). - - _­ - 6 Ile - !.!/4 - 5 I/c 6 1/4- it 1/.' 6 t/4' - - _43- 0 114- 6 4/4-16 ____ (801T.-3 � r �4111�3115- 13, 13' lor IV To- I w a . 13, 16 I/21 1 CTOP) I >51-61 To 81-01 1 -----JL __ - '. is, - to I/V is, 6 fIr 1V 6 I/2- 7 1/2' 5 1/2' 13" 4 1/2*11 [W) >V_S` 770 .-5, I - Ylt- - _ is' il' 10 1/2' ill 10 1/2"" ­ I1Z W ­ - ". _7� 7- pe, E'1� _____ 1 (BOTTOM)l -13, IV _ - 1 1/2 - ___ is __ - 13 - 13 - - a __ Ir --- -!L- 10' 11E - 13' IV I (BOYTOM) .�_17 --is I - 1/y , -2r I-'- 1V 13- lcr 13' to' 11' Or 3� Ir , 2 (TOP) __�3�_ r IV .- to t/2^ -73---iF­,q)72- 13, L!/2- _ IV 1�1/2- 7 t/2- 8 t/2- IV --1-3;- 4 1/e 2 (TOP) .1 -!3L4I I� 5'_vF_ii;__�V________,___ -If- !_- �'/ _!_�,:_ 1�. �/- !-'ff' --!L- -, s_- 7* M - � 2(901TOM) - 13, r 437 Is- 9 I1Z 10 7/r 7 11V :V�_1_12r- 2 (awo ) - 73;­�7­73-, -,r ­,_­______ 13" ! T_1/2'1 1/2' .- IV ­ O' ­ A CTOP) is � 7 1 p- is- 13, Is- )a 1/2. 1� lIr !I.L/�: r Iz. r 3 (W) '=­:-i-1,-�jg1i2--1/r*i-1je _�21K 1 1/4-12 --L3* - I& _ 6_11,42� /*, - - - =17-1 ic,E ­" , BOTTM ! __ __ - - __ ij ­TIr _ i2 I -It __ 6 I/V 6 11�C _w 12 1/2- - S I/-- - - - - -i _IP4 ..... I—— -IrA R - PT-M.-) i-m&i�w) - OFFi- F_ _��_._w__ 7-1/2' F- - 3� - . - a' __ 4' __ A V/2' ----.! V 8 1/2' 2 12!�: _( -) 4 (TOP) 7 11r 3 qjr ar - ___!�__ 2' _!_Y_ L, _-!--4,'- +, �--,+-,F- , �` r y " Ir - 6 11r ,- - r 0/2' - -9- - a- . _73-T-9- - __ 6 1/9 __ __ , - _. 7' - 4 (BOMM). I er I - 8, I - '. I - I a" - - ,F - " I -Ir ! ��: I r 1 is- 1 IV 'IT ,-/I =,E K 1=1I12 t=.' 1.1, [= is M) 13' ___ 5 1/2* 13' 'y Is- -1/2- 7 4/2' Is- fil 5 (TOP) - I I - - 13: 1 15- j___j_r �101/2' ". ,.,4 /, " ,/�t I B� , i i7":_ �(_) , r 7 - , 13, - It ,/�.. g 1/2 -13-TO 10 I/V1 7 1/-I - 14 * 1 ! 5 (NOWTOM) 'L, , I 'Ir * LL i- IV Is' IG 1/2' is' III) 112'b' I /_�'j r 1 ir 1 7' 1600P) 13, 1A _L_ _ L1�2� 3. _� 6 J!r 7 1/2-15 1/2-1 13, 4 '72. _iL-4 I �_ _____P_ �6 jj� _ 7 � G 'I _ &jnj � 1/4'Lll _ = = - - I - I - 6 . 1 1/4 6 '141is(sait-4 - - 'I.. _ - I - is q4 -18 1/4- 6 (WIT - m SHUT 11 MR AtCHORS IWE It GAACjAo FUR AIRIMAXTAINS INYO WOOD MV& AVRm=L . "i"UM OXHOR SPACMW AND "NtAl SWE MANM AIM WICATM ON THIS SCHIRWAL l`CR r b U:n THAH IMIALATCO og SCIWAE AWI= PAW" SIPtW Ify "TK*4 VAIRIG SHNIM ON SCHIDUAC W JW_ f&.MM FACTORS MR VHS OPERINTIO11 TO K POSSIKC ROUCCO VAM OVAP" USING PACIOR SWAI NOT RE =5 IHAN "" ".W IMOOMID folk VICIi ANCHOR 1-r. M I'" ScHakx.L ANCROR TYPE _ __ - � 1/4-jp 000" _ 1141. so,�� V/4'. ve. 'I l/41. 1/4". 1_jgi�_ E&JU It _";i�l ­ __ ohut� MINIMUM ANCHM SPACING (01) 3 3 � $ 7� 2 'Ir ffi 21/2 - 11 Not"Wrost, I OA.) __ 3 _i__;­/1 ___Z� - 4 3 1/r 5 __ WrIANO!"A f ,�jo��jm - _i�,_ I va- 3 01 __ 31/1 ,, 11ir 4 — 2� amomm f-D. FACM � I - ,170s____ - ., 21!� , ., - - -_ - --- - _____­ - --- -- -- -- � - vv______ __ �- --- _�t, __ art, - - - , - - - ,--- - , ___ __ - __ - - I.iii, - � - I t r - .1 - __ - _-- - ____!_!!___. ,ii ,W - - - =161, SPACINGS ONLY VAUD WHEN SPACER (V IS USED. SEE MBLE MAX xSt1 I- DESIGN LOADS & MM� PANEL UENWHtS VINEN SPACER " IS I TAU AT A A.S,D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS F,.-I. > 40 PSFTO 50 PSF 6'-2- I > 50 PSF TO 60 PSF 5.-10. a Ma� PA14EL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W1 @3 SPACER AT 12 1/2' O.C, — ___ __ JN5:EALLAM9N DEJAILS FOR LIEE SAFETY PANELI) ;.,4 _ �UREO 1/4'0 TAPCON, ,:=04 GURED 1/4-0 TAPCON___ ___= 114-f IAPCOA1.__ __ - _ _-,--- ._ - OR , NCRWOURED GO ­_ � 9STING POURED D�C� : 1W ANCHOR a 91 01C. - OR ANCHOR 0 9' O.C. I ANCHOR OR' D.C. i - � Olt ;1 CONCRETE BLOCK I CONCRETE BLOCK �/" CONCRETE BLOCK CONCRETE BLOCK . , , . REOWRED. , REOUIRED. % SECURED, ji 4 , REOUWW� I 11 I I LL � 1 -1.20 � r,4) � , I. i .... 14) 1 i ­0 �1� I" , ,� � � 2 W , , , � � T _ ,__ 4 - J � i ­_ -i II I ... .... f . . ..... . V, I/ . � 1/4* I , � 1--, � _� 11. . _. I I/e f - I " ) - Alm i ; - � ,� I ; � "I 11 , n, , � ztia!r2�,+ kX.- ------,-,- �� MOW, - __ - "I � K� ---- -- � --- ___f I � - 4 ,�. I I � _­ - -I ! -I , 1 1 -� r 11�5;�111, . E.D * I � - q � I , � E.O.6 , I 11 too -�e ,�,�, . E,D,* ,'��' I R , . I � , � , i : -1. � �_ I � - , j" 11 I I -11 I I W .. - " I—. ,� I I 1 0 1/� I I � I I I . e —, __ - $ 111. I - - ­­1 , r I � I � � : _01 1 - -(�) I ]�- , f) . 10) 3 " I i 11;1 , i� i i 0 I' mt� I I " 41 r wm� I i H­-SEPARATJOW- t � 0 1 O-SEPAMON-- I I 11 g�,ftv j ,V41I-2011, , "'$TM 1 70 OLASS- ___1 . "r - - ,, - - - ��T____ , f,i. III I "I-,,,;, - ,,, ,A��-'tq � T I I I I -1 � . - I � , "T, TO .- , -�`-*��.p ,I - - ­1 V, � K'SNA.41 I �,] - mo* i - ,- ,A,;, " Irt., ,-7,�­�-�', 'L, i'. "" : - i , _.V, '1177, =.It �_­6111 _ , _L,Azl�l a 0, � I , _ _ / I _ U.", I I it � _­ 6 " ,/ Im n:w Iwa F I 11 . I umt, .,m ?'_Rj ill � I wom o,at 7,�n ,, d % I il � f - . i , I � I P f i I I I , 11 11 I I, - 1 11 _1 'Ll M`4L I 0 I It - A - - - I -c U.. I ! I V MAX. i --- __ I ! - , - 11 MAIL . �. ­__ I PANEL LENGTH 11 . J-1- 11 I PANEL LENGTH .4 - � - �_ I I S PAKL tENOTH I . I __ __ - -I,- - (5- PANEL LENGTH - __ � __ - ___ J - ELEVAII) 0 ._____,11 _ (SEE ELEVATION 9 I � (SEE 0"ATICIN F __ ­-.11111 - r � (SEE I I I I ' (SEE ELEVATION . I', , - - OR SHEET 12) Y_ - I i ON SHEET 12) ON SHEET 12) It I ON SMW 12) 1 ,-,__I___ , ,I I - IXTON - 0 1 - -, I 0 __ - I �'; I, ! , ". . I ". I - 11 T--SEFAW"- I I I It .1 I j : 11 TO 0 . I I It TO GLASS I - 11 : it i I .,--. - .,----- - i t- � i F____ - ____T_ - i o I IT- _____ i, , � ,� k � � --cl) � , , i I i i I i .. � I 1 W2 1 ­� I � � � f L/2 rr I I I . � I i '� I c i "I, , 1'11�1f'11111 14 - -- - - (A) � � I � ;,�, , � I ��, I .. " , - I I � I I i � ; 1), 1 1 -11 � � O" W11- 1 1�- �,.,, I I � . I � � I _61 " � I ---0.1 : E. � t ,..- g.,,; Elp` �,��i I - 0.6 I � I �, . �� : - __@ � : . : I � i '�,,%� i ,;�,�', . - - - -(1:0: � � '­ . - . � � I I __ , I t � I � 1 ealmoc 1 : a itti/t � :: - , - � . . I I I . ! f , - , I- I I ot � I L- - I I I ED ,F' I - - r— __ - ----! - . _. I I.- _1 1, . 3/4* 11 � - __ ---.,I, __ - - l, I IL ___,__i____I ED; . . . . . . . . . . , .. � - _W=3 " ma 1­1 � _ � I , , I . , AD I ., I .. . 11 I � WM I I , ".. I, 1, 11 __(��) ... I -A) i . - I I � TAP � 1 1/4-o TAPCON I/rs TAP,100N /,Vp OPON � __�/4'00tl Cow � 1_.-hqCWR O 9, G.c : ANCHOR 0 r O& � CH p O 01 GO, i ANCHOR 0 9" GO, I I ; -0 i _p0NSctf4VWyeAJ0KO CONCIRM OR =POU _ EXISTING POURED CONCRETE OR I 8Lm00"Cam ON � to 'L M �, Empoullm CONKAM OR RECUIRED. -mWRETE BLOCK REWRm REQUIRED Sm REOUIRED, SUP&M-R--ilk SLMIQN 9- = 0 X�_ RANELS OI M&UNEL 0 REGULAR PANELS 0 LIEE-m" NEL WALL M-01INTINGS WAU moutmNGS WALE 31S.I* ...mit'll"i-l"Afs'.. SCALE 3/8-l' - im S=& "I FOR ANCHOR$ INK I(* INSIAUATIONS; INM ARM= Tft ­__mrt�� '00m — W*A* MOM stloomict 0') 3 WOOO ,.AME BIALONGS. MINIMUM ANC" SPACINGS AM MPI"At *-- mal_. 13 SOCINNOOLLAZU'ro. ==WD ON SCWXME RC[A= ANCHOR SPAC010 Ify MIAMI** SIPACM SH0sN - SOCOULE BY THE FOU40910 FACTORS m THIS OPERATION To RE POSPRIL __" most. mor mvn M FACTOR jt2'_ m3!i RUDUCED SPACING DOWNED Um FACTOR SKU NOT HE Lm WON ___ --I _ __ ___ _�� � ______ � IA. .---------r - im-1- __ --- MWA46U SPACING, "MCATED I'm m" ARCim Vfft a" mm scmum __ ___ - _y ­ ­1 DO - - ---- Z­ 4 4�_ - . — LNSI&LLA-TION QEIA-ILI E0_R UFE SAFETY PANEL .. I INTO WOOD 5TRUCIURE I I I - . 7:,�_-- -- - I,- ­­­­ __ I - , , , ,­ -r -­ � � I � i 1 i, " ii " I . 11 _� ,� .-, 1. / " - _170 , , --'- �' 11 11. � I" - 11 HEADS "I ­­­_ ';`, 1� _'. __ 41 - - COUIRED 6 _-.,,� ,- - - - ,. - -.-.,­R p, Virtual Re , � W / ,�', ­ ­, - .1 _" _i_"fi drIs Review viftAsoisr __ ,,,,,� - - I - _--m 11 J� / ,", , -, � r/ ' � I , ; 1CO '� - ;', ' - 9f'6T*;9mPl'_­' 'umMeted - I , � 11 - i lfi;m. IN D. 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It 4 i____ , __ , _ - �, , ------- - - � -ANeL LENGTH I 1 PANEL LENGTH I- ELEVATION !; 0 , i It f f , I (SEE ELEVATION ON SHEET 12) . " f I I .�= ­ t- � -- z, �­T I-. - E ON SHEET 12) a ­_ T_ - -1 -A 4 � I o I � 1 I i U� _­_�_] � I W­'­­­� ... �� - - . -1— - . I , f 11 W. - ilk — ---' -- I _,,— � It t -T ;, I It To GLASS� ; #---SEPARAIION - - I —I) I It GLASS. I i. � LIZ __6 . - r1i Irf I __ - I : I j - I 1, __ @ - _� I ._�I I I - I * ; & I" .-- , I I 12 ur Olt i IL_ __ - - - K ­2 Ilt - � ,f . - - _ I 1� 11 I I . � .1 )- �, --- - . , � �,: r- " - ___ W �- I I . ! * �_ ' S�,�__.____t�___ I E,11- - � -------A--,-. -1 EO, . - ,� _� � I_ , U - I lz�` I I i ", � ; � 7 1'� i . 4 i ]I' H1 - � i I I I V-4, Wopq, , Woop- �� ,--+,.! 1� � ,� ;! � , , __.` � � jj , 2N4" - , I PLATE I" I t It - PLATE 1 � I ,:, REQUIRED 'I � i � , �� ;I REQUIRED , , ,,,, � I , i�! vo- pma,w-m PLUS �� ANELMATC PULIS I'l-i � L" � I -.11 - - I i " � -- � X.".O.P & 12 I/2' Q,c. � 'u, , � ANCHOR 0 12 1/r O.C. . i I � 4- �� . ��j 'r I � . I I , � �, � , � � 4 , , , � I i �, [ ��, L ; � i I � , � , I . � i �� � � I I , I �: � : I j I I f , - - , __ , i I �, 2 I I - - -1 - : . 1J ­ -I-., � - - � ,� __ I- �.__ T ALIEPHAIM 8-3AW 0 E. H-Um �"",1107"N,, I 0*1 Ik Pi Itt '01, , . JAAAM� �� I %r SCALE 3/8- I' ... " . ,ii� ' **'** ' '... . I . Z ! o.441 '.. S FLORIDA BUILDING CODE (Non High VoloClIty Hit COTTO Zont)l = . B*: * :m= - . . z AVm %nm #K`1 24 CAGE GALVARM STEEL STORM PANEL m , cc - 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S�0. ik I - STATE OF .,,-', _2! �,", 1W. 11 41 ' DESIGN PRESSURE RATINGS Cptsf) AND PANEL 11 . "ZOR * - "� IL ECOm.- \ GLOBAL PROTECTION PRODUCTS. U.C. Q`/Vm/v"`W 11 ,-! * -.1i I � LENGTHS AS PER ELEVATION ON SHEET 1Z -:�* 7 , .= S.s. W SWISE' - 2, FOR NEW AID 0 FP ONP L , , /,/'= , ,1OPVIq a �. W"'AAM 4 - 0 AME CONSTRUMON: WOOD , $M%= 'W "'"' n- " 20-175 'T�Xj�_%�­ WEM, "ES TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4,14414.1to", � 'r %�.S,a ,,NO,,C (01.1010-75W f*- 0")40 -sm DENSITY Of 0.55 OR EQUAL � -W.a-- I - I- I — I - WW-4 Ht' � CA-OM719 f A a P�C. SCAL^0ATURf"Um %T%�& lug I I I - ­2! A I — � - J.- I 4WEF I �Em A - I I - ==11f is � I I '02 ,6V , r----- -4--i (1) Q) c— cn -0 2 —00 > 0 (1) c- -+- -1., =3 _0 0 a) L_ 0- c- = 0 2 c -a cu -it- 0 -0 a) — Q- U) - a) -t! c: =3 0 CIO 0 - -0-0 -= = &_ " a) co = 0 .2 - CU E ,.+- 0 co > .(" cn -a a) u.) E a) -I- cu "O ca. _E �— _0 ,+O- . C 0 n.. < 0! < z z W mi 64 :3 U) (1) c: m 0 11111 L. L. =3 Uj � < :z a < __j CL _4__j (1) a) = U) m > 0 L_ 0_ 0- < _11_� 0 =3 0 0 L_ 0— Q) cl) m m SHEET NO. SH 1.4I 4 EVW/ta ANCHORS -----(SCE SECTION EZ$ a ALTERNATIVE aiii ON SHEET 1a) NOT— (SEE T(SK NOTE 2) Mona 2) i-* I'LVARNIA! LAST PANELQ -10 BE INSIALtED At EACH OPENING SIXL ALWA-6 BE 0 1 PROVIDED V�� TO FACIUTATE INSTALLATION IF INTIENDEID 51 70 BE 1, DE Or SMCTURE. I if 1 1 JAT 2 PER, J-11 1-i NOM Stitt!; (1) 2EFINRION OF 50115-M: E H04G STORM PANEL SYSTFV T-CONSISTING OF FANEL � C-t TRACKS TOP & BOTTOM. (END PANEL) tOR PANEL) (INTERIOR PANEQ JWTTIROR PANEL) �FND PiANEL) MAX. SEE NOTES 21 3, 4 SEE NOT($ 2. 3 4 k2)r ENG PANELS SHkL aAL�W 0 �F5SWSE C 14HEM-D TO 603701Y, TRACK QOHERWISS A STOP L 81 PROMDED 11 Ill' 11F 1111:11 PANLLS EL LENISn".1 0 40A p. (S)- IF END PANELS ARE CONNECTED TO BCMCW TRACK, CONNECIION i SILALJ, CONSIST OF 1/4�4-200/4' M,S. W/ I/$ Ott3132* WONG -A NUT OR 1/4'0.3/4' Mlr�, THUMBSCREW INTO TAPPED BOTTOM E4O, OVERLAP TRACOC LOCATION OF FAqTEFIEPS MAY BE AT EITHER OF TWO APPLACABLI:i WERIOR FLAT FLANGES OF END PANEL - IL J. I I -1-1 A 11 . -J LM-1 LL -, -IJ, L )­ L. 3- J ), IN CAS� THAT E-00 MANFIS ARE NOT CONNECTED Tn 50TTOM GO _4 -1-T I I T -f TRACK Lt.. A STOP BAR IS ONLY USED AT AT LEAST IWO FANEIS SHAU BE C09NEM TO BOTTOM USING SPECS 4� A�I'k P444AT L144-�.141, INDICATED ON NOTE C CA CONNECTION 0 -L j-jd 4 L i -J- L i U H E PANELS TO BOTTOM N. L 4= iNC&R AT AMr PANEL LOCATIOr SUE NOTE 4 5: NOT. L 3' M­ W;,t. I " , t INSTALLATIONS ONLY VALID FOR M D �r ANCHORS SPEED UP TO 170 rrt�p-h. TE �T 'D (SEE SEGMON E2t ALTERNATIVE 121W ONO SkEM is)- I 111 +rEZ At W/18 TYPICAL ELEVATION FOR SERIEJ 2000 E-Z HANG STORM PANEL 10 SYS TEM 7 7 MAX. GAP r 13 NOON A -A SCALE: 3/32'-1' K, FLORIDA BUILDING CODE (Mon High VelocIft, MIA ]can. Zoo.) �Vzto M71"Oo. 24 tAGE GALVANREO STEEL SIM PANEL FS. 44167 ', 5 W. z U)W/orp TE 01� GLOBAL PROTECTION PRODUCTS, LLC. rSTATE 0 z NZ . ..... . 20-175 H ENGR­JEERING PRODUCT EVALUATION REPORT September 15, 2020 Application Number R2 EX Project Nurriber, iffm� Product Manufacturer All Arreficar) Shelters arid Glass Manufacturer Addrew 164D Donna Road West Palm Beech, FL 3340a Product Name & Descripbow 24go Galvanized Steel Storm Panels Large Missile Impact Resistant &Ope Of evaluation. This Product Evaluation Report is being Issued in accordance with the requirements of the Floods Department of Business and Professional Regulation (Florida Building Gonurnission) Rule Chapter 61 G20-3-005, F.A.C,. for statewide acceptance per Method I(d) The product noted above has been tested aridior evaluated as sumintartrod herein to show compliance with the Florida Suiting Gods Seventh EdItion (2020) and is. for the purpose Intended, at least equivalent to that required by the Code. Re-eyaluation of this product shall be required following partment Florida Building Code modifications or rovisions. Substantiating Data., . PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 tifled 124ga Galvanized Steel Storm Panels (HVHZ & Non44VHZ)', Shoals 1-5. prepared by Engineering Express, signed & sealed by Frank Sannarda, P,E. Is an Integral part of this Evaluation Report. - MIREPOMI Uniform static structural performance has been tested in accordance with TAB 202 few standards per test repon(s) *ELT-ASG­l 7-001 by Blookwater Tooling, Log, Large missile impact resistance and cyclic loading performance has been tested in accordance With TAS 201 and TAS 203 test standards per test report(s) #BT-ASr-17-001 W Blackwater Testing, Inc. - STRUCTURAL ENGINEERING CALCULATIONS Struchnal engineeting calculabot have been prepared which evaluate the Product based on comparative mVor rational one" to qualify the following design c6letris: 1. Maximum, Allowable Spans 2. MinimulmAllowbbleSpore 3- MinimurriGiassSeparation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (056) 396-9999 TEAM @t NIS IN 9ERJNRE'XPRESS, C014 ENGINEERINO� Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used In the design of this product. Separation from glaAng Is not required for Insfallations.outside of wind zone 4 and essential facilities, impact Resistance. Large ImpactEresistsoce hosbeen demonstrated as avidencedin previously Astedwstroport(s), and is accounted for In the engineering design of this product, Mnd Load Resistance Ties product has been designed to resist wind foods as imlicated in the span schadule(s) on the respective Product Evaluation Document pa, engineering drawing). Installatilon This product shall be installed in strict compliance with its respective Prodoct Evaluation Document 41.0 engineering drawing), slongwin all components noted therain, Product componsotsshall be of the material specified in that product's respective Product Evaluation Document (le. engineering drawing). Limitations & Conditions of Use: Use of Lots product sholl be in strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein. Allsupporling host structures shall be designed to restat all superimposed foods and shall be of a matedel #start ut ibis products roapecNe anchor schedule. HOW structure conditions which are not a0couriked for inthis product's respertive, analtorschedule shall be designed for on a sife-specific basis by a registered professional engineer, All comporients which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)- RespeCtfully, Frank Bernardo, PE ENGINEERING Expnmso 4PE0046549 1 Ceti Auth. 9885 160 SW 1211 AVENUE SUITE 106, DFER19ELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA140ENGINEE RING EXP9E$S,COM v "IMP, f"60% TO % F um az �g 5",t) TK- gig r A U5 0­ I 9�?4 7W klt ­-Ol TO; ILIE �Cn"N Lu Bd t&Vf 1� 1z, 0 r 7 -NN N- Ln jw "I '7 A. t -3 �T rR ux �D �t- r,.,HTC- r m--1 T I DIV IIAX'; A-1. �FT,- 0� 20-31543 T­ OPTLDKOII�?W� ­sURt ISTAIL tt T -t;;&'L r-m IN5TALLATION 12ETA11ji FOR $ERIO - 2990 E-Z EIANQ ISTORM PANE INT-Q POURED ONGRE-I.E. S4QN-C8= BLOCK AND WQOD 5IRU91URES - I -OWN -.-1/4-0 coticam BLOCK 7 ANCHOR 9 ir ac, 101 JIA**.' HEX WAY) TEX 0 N PER 4 V41 FRON E WRO -4 2) EDGE of 7 JaN % A, Mir, /2' B-SWAROVION 11 Rik, to CLASS 3/to"o -ALUMINUM POP MUMITAR" Pop 1 TO 0.45S. it RVET J f5VET 6'-LW r-W MAX. MAK, PANEL LENGTH I PANEL LENGTH TO C, it BOB L T14UMBSCREW v N: IOMA I ED. 1�7 C7) T,-4-0 TAPCON ANCHOR D.C. ON 2*"* WOW $/*'0 TAPCON� ANCHOR 0 'r ri­i� CONCRETE BLOCK "COUIRED WALL MMM &RRNAr& EZ1W SCALE 3/8-1 SCALE 3/8-1- FLORIDA BUILDING CODE LNOTT High Valoci� go, one zono)] MIN. PANEL TILTNIAr W- LENGTH 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. SO. DESIGN SHALL BE 2'-6" PRESSURE RATING +/- 40.0 csJ AND 6,-0, MAX 11LIECOtme PANEL LENGTH. STATt \ GL08AL PROTECTION PRODUCTS, LM FOR 0 R l4ot, Sw �, STRIDE, 2. NEW WOOD FRAME CONSTRUCTION: WOOD a- 20-175 MEMBERS to BE SOUTHERN PINE No 2, WOO SPECIFIC N �L, DENS" OF 0.55 OR EQUAL. ow*w swer, OR or OR ALL AMERICAN SHU17ERS AND GLASS 24ca GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)l TOP MOUNT tmax [CONNTYPE-, or 13� JSFAN ABOVE -OBSTRUCTION) Iaorrom REQ'D) dHAS - C tLCCATION MAY 00l g� LAS CONN TYPE REQ'D) BOTTOM MOUNT (CONN-/ I -Max (5PAN, BELOW TYPE AS REO'DIl OBST RUCTION) FANELS MAY BE NOTCHEb AS D, OPTIONAL $ OLTS V T4 4" FHO' I ATCO ANCHORS,ARE USED W BEY WXNGNUTS FASTENFhA SWPANS A0OVE 4 %EI ION, , 0 v""'A's "' "'0" US k,"P-TE�,pAm rABM' VERTICAL MOUNT ELEVATION 2 (NOTCHED PANELS) NTG, IELEVATIfIN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE' 24 GAUGE PANELS MINIMUM SVORM, PANEL SEPARATION rTUDM GLA55 Hnte, wrHo 70NE 4 & ESSENTIAL F-mir, mrs) I MAX -MUM OESIGN ATAADWABLF INqALLATIONSLEM INSI'A"T"kGREA191i PRESSURE THAN 3VABOVE6XAcE 2:1e, I, i3o,ot,, 6BGVO 130B II, !W?s W 2J60, , -�wo 0 *111611** OtTE4miNE MMIMUR ALLOWAKESTIORM PANEL SPAN, SCPNGGULE IS ACCEPTABLE FOR USE WITH POSITIVE LOAD LESS THAN OR EQUAL TO NEGATIVE DMGN LOAOS. 2. 'PAN& FASTENERS" ARE STUDS OSW IN CONJUNCTION WITH ALL MOUNTING. VOTRUSIONS (-�-TAAC)(. memo ANGIE, CTC)� USE 6,;zS, 0 4, PANEL FASTENER SPACING TABLE VALUES FOR AUL'H'- AND "ILP-HEADEAS (INCLUDING BUILD 001' CONDITIONS), ACCUOTABLE OTHERWISE USE NEEXI HIGHak LOAD, Digit 19", MAXIMUM ALLOWABLE DESIGN PRESSURES, - DESIGN NOTES: I IRPUR "IV ? III) I E5 LILIL USE _WT I r , M SHVL E CIET,. I, _EIR S�RAKATI! EWINFVN'G IN CE WITH THE '8R, Hv 0'1' '�'Nfffjll IDTA WWI H'AG�,E A TER S RFN :[6 S &THE FLORIDA 81JILDING CODE' HALL BE S THAN L TO �E lnrffl OR `1`�SATI�E [DfSIG�N AL' 'M OR EX HOWN. ES LISTED E FORANY '11-11 Z IS USEDITITHE � E 1`001�41.11 0 AN IT, tis As TESTED 1) THAT BUT , LABEL 10 Zg � x .. lw�; MIR S VISIT ECAL.C.101311543 go Ems @Wmmu��OWABLE SPAN SCHEOULE @Wmmu��OWABLE SPAN SCHEOULE TOP MOUNT 2 7P 5H S "0050. trtll -7 OF 25, 2-F I 2r zr :Ir (r. 2Ar zr W It- IV' 3W 2r V I I- V'�. o 0uAd.OA"F`T:2. 24' 24' 24' 30" AV W. �W 4r 2V IT"", 27 23, 26- 31, sy W W 5F 2F _IL SIX 2r 22- -- 11" 2V 30' a 4 g 1 �K D"PI M.VTI 24' 211" , , W Vtiwtd� 0' IT 2r -jin 2C 25' In Am* TTAOR _2:_ 24' 2r SARifte T'r Its, 2T IT- 3w 3t- w 3=W Z�, 1 3v 2w 1 2w -2L 3r ar = rr- =�TTOPQAWt"., P�ALI UNWIAU-S5 IIIAN 11TOW NOM INTAW AT,04.0 ACT 9� No StOAMOWN 19 11 1. ENTER. SPAN SCHEDULE WITH POSTIFIVIE DESIGN LOAD To DEMAMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTIBICTtED- 2- SCHEDLILE IS REQUIRES) FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BlErViEEN LOADS is ACCEPTABLE, OTHERWISE USE FIENT OIGHIER, A r, mA - 0 LOAD. "'t 3, FOR VOSTALLATIONS OUTSICE10F THE HVHZ ARE) OUTSIDE OF ESSENTIAL, FACILITIES IN ASTM WIND ZONeS I THR(X*Hf 3, THE GLASS SERAgATION SCHEDULE IS NOT "UIAW AND 40 MINTMOM SEPARATION FROM rILS MUCTIED COMING is REQUIREM a 7\ OPTIONAL INTERIOR EASTENJING DUAIL N.T.S. 6A`T`A� -ITA? 2P71 "Tt. M XAL EGRESS PANEL DETAIL FASTENING 1' 121 "n oui:i 05 LJ k (AW GO. 'a U) Ed jig 0 LU "A NO 094" 990;1 2 , 22561, -0.094" 7. k To TY P 062" 1,0941 0�375OJ 0-121111� TYP law, C4 0� 11560, 1.3601 - SIG' 33al� MAX D 50" 12.500" PANEL CODVERAGE j 'D IIB6 M- PANELUNGTH- HAYlk J_ & ITT T- 0.3DY 40 "S! TYP TYP. -D-&J ANOT 9LL TF`.TRA TBAGR "11, T pxv L9 LK T OK IIIIENDEM M. 1'� T` A GUE -T& OVERLAP �/-,25` MAX. MAX COMERXII)SUREDETAIL J MA)C BuTLD-ouT Or5TANCE I.DDD' OVERLAP 3,S2V MAX, 2", MAX Irio e MAX� UTS ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANB- FASTENERS 4 t2,5' D.C. MEE N MEN Imm"IMMIMMMIMM� EM IMMEM EEW Im MMMMINORMEME EMMEMEM OEM M K M M a 1; /X///, M a a a "m - 010 � IMI 11" mono 1=1� ".0 "T, ED virtual Rev- V I Plans Review C. . Assist, I... for M If.j I -- - -Z' app hV "!� the 20 rn� - Klahr - -%, /I PX2300 Itiffit � 314- EDGE DISTANCE TV-— JUB 23 49 51 ,a ig 16,0:,l 0 1 ­�S' 1­ io.W W, 1z V 15 D : 5M 6,; J2 T--Q �44' 0 n 12.5' 1�0' 16&' 7.5' 1 51 �2, J...'I. 7' 6.0' -a, -5" I7.'V ISAY, .6,01, 6.91, isW 1+7PI 6.0' 1�.W, A�� ls!b.. 16.0" 43" 15.11' 44741 BdMEP 12,W' JS3� ia-." 14�r- BAD" 14 71. "01, �1, 1 Vr CMIO.- 33 41 48 71 L`115' 1011'112.5d L6.0" IPO' IZL5!' 16,0" 10.8" 6.2" 12.5' 16.0' �.T' AZY' 16.1)� 9J" "P Iz,51, U15.1 16,01,11 0" ILT� Mo., S115.1 12,5" 1­1. iEL-P' 115,41" 3, .6 3A.' 5�15" 12 1215" 5": S.R 6'� TAP CM 41 7z �- 113' 121S� Y, �Iff 2.5, 14.21* 9xi 61.� 1.11, 115" WIT Bx, 1Z.0 1610 il'51� 18,011 9 i�, %2.5 115' 16,D' BPI' 7116'.,4W ETHOW 33 A" 41 WOOD WITIC 49 5Z 7Z Lz 51" 16,1V' 9,6" '[21511 ­1 4. 1`511 12.5" 4.61' 4" 0.25" 12.41 M. ­. - IL3" 4.7" 4.01 s.ZS­ 12.3' 4,7' 4,a' 1�4 d S4-." 4.7 ". ­ 1" �N 12 :: 2 � A 4, 4.00 2V IT, N ANCHOR NOTES; I ANCHOR SCHEDULE APPLIES TDALJ­r`RODI1Cr5 CERTIFIED HEREIN, BUrONLY fROVIDM MAXIMUM ALLOWA13LE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND FREsSO RES INDICATBD IN SPAN SCHEDULE SHALL APPLY, LOAD SH 2R AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTERSPAMSELECT CONNECTION TYPE BASED ON APPRGPWE MOU NTING CONDITION (SEE MOUNTING DETAILS ON .1 #AATrNERS"ARE STUDS USED IN CON] UNCTION WITH ALL MOUNTING EXTRUSIONS Cr-r 2K,STUDDEDANGLE�FrC) USE 6 .251113.0 PANEL F45TENERSPACING-TABLE VALUES FOR ALL �W - AND �U`HEACOERS (INCLUDING SUILDOUT-CONDITION$) 4, ANCHdRSSJIALLBElt4S�TALLEDINAOCDM*CEWrrHMANUfAMURVVMMMENDATIONS, 6, HQLLOWBLQO�HO$TSTRWCTVRtSkA�LCQNFORMTOASTM0900LIJCK, G. MINIMUM EMBEDMrNT SHALL BE AS NOTE[) IN ANCHOR SCHEDULE. AOIEQUAT�LV TITANSFER ­�OACG TO 14XSTXURE. a CrJNCRFTE - ANCHORS NOTED H IN LL BE EMBEDDED TO UN�CAACFEO CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS W0013 FRANIING, EXII3TING CONDITIONS MAY VARY, FIELD VERIFY ThAT FA I STENERSO ARE INTOADE(�UATF WOOD fR"NG MEMBER,% NOT PLYINCOOD, FASTENING TO FMV00D IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECM 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAIM[INS, FAEJENER�SIHALL BE LOCATED FN CENTER OF NOMINAL 2" X 4' MIN.) WOOD STUD (7,'� EDGE DISTANCE IS AOCIEPTANLF FOR WOOD FRAMING), WOOD STUD SHOAT BE "SOH-HERN PINE' G-0,55 ORCREATER DENSITY, LAG SCREW Sk4LLHAVE "WITS PAN 14FAD OR HEX 4CAD, It- REMOVABLE ANCHORS ARE, DEWALT PANELMATE, ALI­40110�5 WLILI-SET S; BRASS BUSHING 4. MACHVM5'5C4?EWS SHALL HAVE 112," M1�11MI.IM ENGAGEME14T OF THREADS INTO THE BASE ANCHOR ANO'MAY HAVE EITHER A PATCHEAD, TRUSS HEAD, OR WAFER HEAD (VIDEWALK BOLT) U-N.O� 13 MUM I MENT AND, EDGE DISTANC EXCLUDES STUCCOCIROTHER WALL FINISHES, CH OR CO , NOITEON4 fg;�=NAATIE.S)AN _ WHILE 15 MOU MIS CONDITIONS - is LINEAR I TERPOLATION 15 NCIr PERMMED FOR U5E WITH THE ATICHOR SCHEDULES USTED ON THIS SHEET. I 14 JU -`a 11-1 P-1� UJ X: U) > 0 'c- 5 0 0 co -0 W - U) Q) -!0 0 CIO 0 -co -0 = 0 = (D 3: co = 0 .0 -+-J co LL L+- 0 - M > Ln Cn ZO 2 C- . = U) z z W MJ Cn -1--i U) co 0 Cn 0 L- 0- a) 0 CIO`) M Cn LU z SHEET NO, SH 1.5