Loading...
HomeMy WebLinkAbout6330 Ten Acre CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Gay. Galvanized RIND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector SP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wal) Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lav, Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or TO.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S, Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VI- or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P,L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES i i i E1[:1E:1E:1E:1E:1E:1E:1. .F q1 It s lul 2074 INDEX OF DRAWINGS ��:T� � Yy7lliL�P SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS -REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES — SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS --- —-------- ---- PA1.0 PRODUCT APPROVAL NUMBERS - — ---- ---- ---------------.--. PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 1 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, • without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. r.f C=0 ® ur.so�o N �_; C yy Z, 3 W - � G NOV 21 2022 ���i14t9@I1til � �10WaAL � O J ry cat Z a� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W E Q O M 8 N 0 ,., 00 N_ W ® co r H cn�0a LL M CLL Y C LL LL W w Z m mo o Qi0 W 'O O W IL�S Z C' M 6 ZN Q V O U M .Z N C"1 (0 z 0 "061, EL -Al z oU) Q d: J a - N M N Z a v 0 o Ca w U —� OLU S N N :) r-- s U ) y 0 m N e b w co M z o z U- E �o �o � >� QL ;z o0 'ZDa z® 0O Z — N L V a ¢0 wo ¢ o U ww ra U) - U �O m o Z YZ � J �m �m o�U d a f. O m Z r ~ 3 ¢ G r 0: 7 O IIIII� CO � O IzQ 0 '- U yi =o 0 = co rn Ca m � o T O � T U .�.. m LO N O CD N CN Q N Ln � r ai C\V 3 0:Ca z z E C) IL C) Q ❑ --i JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. C S 9 KITCHEN MIRROR 50 b o I� r0 L_J KITCHEN 0. BATH BATHROOM 2 INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW �- MIRROR VARIES L I LJJ MEDICINE CABINET r UZ 02 M C') M M SHWR. SHWR. CURTAIN HEAD ROD 0- 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHN TOILET TOWEL BAR ON BATHROOM WALL o SHWR. a o- 00 VALVES TOILET °4 SOAP PAPER ° DISH 1 HOLDER 4 NJ TUB a DOUBLE RODS 16" FOR LINEN 12" FOR PANTRY - SINGLE ROD 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 CABINETS - I L SIN [a fn a O 2x ? T FRAMING- 1/2" GYP r BOARD BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" 1'-4"X1'4' "L" SHAPE CMU COLUMN 2 LO N O J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL S O (M O 1'-4"X1'-4" "L" -� SHAPE CMU COLUMN 13'-0" 12'-0" 11'-8" 3'4' 8'-3„ LPAD HB O 35-SH I LANAI i NOOK 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG�"- I - TILE 6 12'-4" � I I E O - ■ 068 SG -- j 1 11 + . I - oJILUEl I Iz Y I �zFAMILY O j - - 8'-8" FLAT CLG. I �� I CARPET IL I.. - I _J - - I 2,411„ - co ' co8'-8" FLAT CLG. 2468 - - TILE 0 iv _ r - FLOOR G.T. LO - - - - - - - - - - - - - - - - - - - - - - - - REF. - N L- - J I €e--- 15 = = 5'.71" 13 - DINING (3) 2x4 #2 SPF 12 - STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET 80 S3 -- _ co TYP 10 42" H 112 WALL 3,_3„ 4' 24' g OR RAILING PER SPECS 8 FLOOR G.T. (3) 2x4 #2 SPF STUDS w/ (3) 16d 01 - NAILS @ BASE - a P iv 0 ch OJ 1 u - 1 2 3 4 5 co P W D R 406 ARCH I GG I _ (3) 2x4 #2 SPF 8 -8' FLAT CLG. c�`b 14i j •'<p S3 I W. G� STUDS w/ HTT16 Iff AT BASE _ TILE no I J P 1 = 1= 7 - ___ FOYER PE�NK 171�LAUN' ia' - Q - D. - 8'-8" FLAT CLG. ( ) 8'-8" FLAT CLG. I TILE ...._ I M, S4 TILE o I I r I I I I I r t 55 1 i i l l i 1 SW H1 - I 6'-4" I 6 -74' 4.0 7'-24' W.H. - -_ - - 17'-10" n N EDGE OF SLAB 2" BUILDER TO - -� * BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN I 00 NOTE: FINISHED WALLS REQUIRED PER FBC - TO BE FLUSH. FIELD -411t- _-VERIFY.-_-- G-- 8'-8"CLG. A.F.F. I J1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8'-0" CLG. A.F.F. - - J ENTRY ------- 54" x 2Q'= 1ATTIC '�-- ° z 8'-0" FLAT CLG. AF I 1 d o ------ GARAGE �--"� LACCESs-----J U Q O 8'-0" CLG. A.F.F. � U >_ LL � 00 Fr w o N TYP. @ SINGLE > w 1'-4'I 4'.4" STORY (SEE AA/S3 FOR STEM OPT_) S3- I I - - - - -- I I I I I 1 I K I I I I I TYP. @ S4 I I � GARAGE I I ---------------- 16070 OVERHEAD DOOR 1'-8" 161-0" V-8" 19,�„ 5'-8„ 25'-0" EXTERIOR WALL 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE �-PLUMBING LINE TO SECOND FLOOR WIRE SHELF @ +54" A. F. F. M X W W w o � z J } 205 Lu >O§ U 002 0 o c eo v HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 114" 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 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 (b +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEETH SEE SN SHEET 001 140 MPH AWE" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25' S.H. 13 20X383 181X374 S.H. 14 20X5059 182X50 S.H. 15 20 X 63 18' X 62 2 S.H. 16 20 X 72 1812 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 s 26 x 37 4 S.H. 1 H4 27 1 X 50 $ 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1116 274'X72 26X711/2 S.H. 22 37 4 X 26 36 � X 25 1/2 S.H. 23 37 X 38 s 36 J X 37 3/4 S.H. 24 37 4 X 50 8 361 X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 1 S.H. 33 54 X 38 s 52 1 X 37 a S.H. 34 54 X 50 a 52 ' X 50 S.H. 35 54 X 63 52 z X 621 S.H. 36 54 X 72 52 2' X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - B SCALE: Y4"=V-0" Cry o 4.w: (� W rL.. C= cm CD sP A V N - o m x " d N C _Roti 4f a CV t vs y o m Q r N a� E" aC3 a� sa CD tittlt�iffP®z , �\`��s,�� � W N SRO �SE �• 1 " V ,\n _ ix . • _� w t:.t � P � n �,�A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'CID E N A N ��corn H �titi_ NMv. C � LL LL u- _J LL _ 5 - z- _0 2C 13 d Y n 11L0 j.-EA O o W U5 cj m w , Z 00 IL Z N OU < W ❑ El V M r z N G7 o o z z o - a N z `0 Qj U I LL , C6 uu c Uco 0 W o N U LU m....,. '- - E MINw N ¢ N 0 c w m o Z Q p 0 Q w �e ❑a Frx f4 r0 x O 0,o 0 z CV 0` wz oo o� a ww ¢ a ro ro 4aG Z U m Z LL J wo ¢w gz cn N a' oa Z ao ao rL NJ o Co w >° a -0 V z a 0 c � > ('7 m 0 a� Co 0 � r r Cr Y r � U) m LCV 0 N OC3� .Q C N LO CV Q E N (9 .. o z E Q m c a. U Q p -i JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING - - 36" H. CONT. � GRASPABLE RAILING 3/4" PLYWOOD DECKING PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) B Mld l 1x RISERS (TYP.) r r` ef `o- / STRINGERS 42" KNEE WALL WITH 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 DECKING r m UST 2 2x6 LANDING BLOCK 1 / 2x4 FRAMING 2x4 THRUST BLOCK EO TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = 1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 7 Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. 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 reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. r SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STI @ END OF LA BELOW HDR. STANDARD( STRINGERS SIMPSON A3 MP34 CLIP TI FLOOR SYSI LANDING FR. (2) 2x H REQ'D LANDIN STRINC CONNE PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING SIN CONT. HANDRAIL RETURN TO *�ALL DETAIL S_VCALE: NTS v 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� N N 3 D2 SIM. w/ (1) MSTAM36 @ BASE �J TYP. @ 2 STORY. SEE JJIS6 FOR STEMWALL OPT. 2'-4° O H1 6 1/2 33 SH D2 TEMP 48x42 F. TB TP 25'-0" 16'-1 4-SH 1668 B.F. 4 R/SH G - -��ZOL I 36"x I =I I I AT 4_r_� -- ACCE �I W 8'-0" F T CLG C RPET I 2468 BEDROOM 2 8'4' FLAT CLG CARPET 12'-2" 5068 B.F. --------------- R/SH LE TO A.F.F. 2668 -7" H1 (2) 25-SH D2 EGRESS - - G.T. CV r. 12'-10" 4'-8" v CV OWNER'S SUITE 8'-0" FLAT CLG CARPET 4068 mi B.F. - - - - - ----- 4" 42" H 1/2 WALL OR RAILING PER SPECS j 12 TECH I 11 CENTER I 10 3'-3" 9 8 I _J 7 6 e2 BEDROOM 3 4-SH N N SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 - - - CARPET t-4" G.T_@BASE11'-6 - - - - - - I --- - G.T_--------- SIM. w/ (1) 1-r = I o li o0 MSTAM36 O) a I 4- Ed r @BASE r BEDROOM 4 3 1 8'-0" FLAT CLG D2 I G.T. T i CARPET I=00 o 1/2 33 SH m I 6 B H1 25-SH 25-SH I (W) EGRESSEGRES B 22 D2 B I H1 D1 O< I I L---------- 5'-8" L 19'-4" 1 25'-0" ) I I I I I I I I I I I I I I I I I I I I I L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE h N 1 L' 3 D2 SIM. W/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2,0E Fb=2950 H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 GD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET " SEE SN SHEET 14O MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X374 S.H. 14 20 X 50 B 18 2 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 3 26 x 37 4 S.H. 1H4 27aX50s 26x50 S.H. iH5 274X63 26X621/2 S.H. iH6 27aX72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 s 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 112 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 $ 52 2 X 37 4 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.M. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 518" 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, WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B SCALE: %4"=1'-0" w ua m ac N y O RJ wig cp � T N fl- c E a � 0 ���\\N N �RO w•' •� f Ct ;•� 60� E O ON OFES510'" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, N W -,zr E 8 /a v 0-wo N N_ Oro 0 ��C? N 19 V LL C •--I �- W n U LL d -6,;o rnZ @aN wc 0 P IL �2_mW w N 4 Z N N Z O U V U W ❑❑ M � 2 N (YI V z N zoo a U) r M z (DU-) (1)4-1 c9 0 (z �R � U 0 w o Ln G w ra �-- U Lli >.,• J E - W WJ U o rn 8 ¢ o M ¢ w Z co Z LL n E 0 z M� od N� Up t- xU o< DU o1 ZO O E N @ dp w z o 4 IrZ w W ¢� L • 0 z ro g O _ U m Q W ZQ Mom Q wW C) <a O CD co I¢ ;o 0 �0 0 = > (� O 144, 0 4i (0 z- O � r r T 0.. U) N U O N N Lid ai E E CD N o Z Z E 10 N cis @ E U a :? C c a _J Q p JOB NO: 22-08305 SCALE: AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FIBERGLASS SHINGLE INSTALLED AS PER E VENT %� MANUFACTURER SPECIFICATIONS ------t------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — -----------------------FLASHING�— TEXTURED CEMENTITIOUS FINISH ON CMU ------T-- v r\ CJ / WEEP 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = V-0" - ------T---- -�-- --r _2NDF SCORED STUCCO BANDS _T.O.M_ / ENTF HDR. I 25 SH 35 SH - - -FIN. FI LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (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, piaster 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 z Q a e O C__) a-h ci o. �A-- i f / '���ti��108!ltillE�9dFi���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H v E yW�� W co V N N Q m r ,n rn N I-L- J LL41 u, W uJ a —Co a N Z C E o0 �s' o a L (o CV O W 0�Qnj°'. m w o L0 m Z LLW 'Zp v fV o U U to 1113 v M � N CM W N z o � a N Cl) U)Lf) CU 0 4- + fti3 w O,a,o N c Ln C LU J E ill U Q N .4I� o w M z o LL. E , Z" ;z o s wz ¢I w� Co C o go U O 4 ao 00 0 0 CDQa aZ Ww <o Y mIt o 0 K - U) .% >z 00¢ zo �U C3. ,u� <� a m W =G o' �3 =2 O cfl w a a a d Ala o c O o T J_ i M Q a� rn m CO r CU O � r Q Cr Y r �.. U m N I-- LO �- O N ,Q 0 C) N Ln N <C ,- ai Ca N o z E O E GL U Q q JOB NO : 22-08305 SCALE : AS NOTED SHEET NO. 2.1 5 EO T.O.M. T.O.M. ENTRY 011:W:C FIN. FLF EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5L__� CJ 25 SH 25 SH CJ / WEEP 35 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 6068 SGD 12 �5 I- 1/2 33 SH REAR ELEVATION - B SCALE: 1/4" = 1'-0" _ T.O.P. HDR. HGT. _. co 2ND FIN. FLR. ----T-0 nn HDR FIN. rll�rn!',1 AC�O c+i-rrwV�l r Mle%, Al 1 rn A[, nrn RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" :RIOR 'TER ON OE 'URED NTITIOUS iH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement piaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I 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 ce ;N 0 c.a 0 o CI*A` CU — LJ Cc U N CB p s. 4 ✓ N CD- -ts::- r - E o a L3 X.;E ¢ __J of t 4 F E S S\ O"' §''0 r ,1 VV14fl�!!!!! 11111�`0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. y a_ 8 N ra L w d N N ® = LO N �pp U) r- N O # u M ej M J 'a^ C J LL W ty J Q Z @ a U) o 0 0 CoNM W��6j6' m w J 'a -a Z IX)M Z r IL J a N o cal Z L) cn s W ❑❑ (D Ina Z N cn o g � N o Q J — d � M to z vCD LU ° U 0 V 1 U H- J E z 8 V 1..,.. z®ii c U3 S m w M R w 2 Z U_ �0 14 Q � w° z on Ca F r6 o E M xo o¢ E8 0° rz [oV M o 0 Qa a rZ rp Vi O z or U m� O �� Z 'aw Z J EZ son Cl) a 8� Z s° v i; o a �CAD ZIG ,o c C: O m 2 cc CIOT O � T r-• .-. r— W m CV L0 O I*,.. N C:) .Q O N LO CN Q ; T— ui E CCN 3 ui o Z z E O a. 0 � ¢ Co JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 2.2 -.'.-..-__.� .�.._ �. _:_ ,-:_ _ .st.r_'.�.a4'„�'�'" i'C;`x�.>x7 .. 1., 3, .� i k'snFiY�rsd��.i:-...... _ _ _: . .� ._. � .. s`�d �.... -_., �. ..._. �, mow:#.-'�?!.�r_d�ki�!t4fiklt'��JYk"I7�RIk�r6cr�le3Yw.MMM1'.dl��f�.wil.scn_u�srtrMel+r:: a,sr..ae]rit€�'i�a4.�k..at� �Y 1� _._ Mcmrxrr 4.r. i i, .N�..� .sil€I+ran•r��.. ,,.�..�-..-_ - — - - -- - .� .�y.�.�.�,�..,� ---- -- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44"AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 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 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) f a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER ELECTRICAL SPECIFICATION NOTES: 10 #14 to lights & outlets ELECTRICAL CONTRACTOR MUST VERIFY NEMA7 0 #12 to appliances and GFI WITH THE SPECIFICATIONS FOR THE TYPE 150 AMP/ 200AMP #10 to WH OF FIXTURE TO BE USED. LIGHT FIXTURES #8 to Range SHOWN ARE FOR LOCATION PURPOSES. #6 to HVAC METER Mery WP A/C PAD 150=2/0 DISC. 200=410 in 2" Conduit GFI 0 amp 15} 6 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDING WIRE TERMINATION PER WITH CODE APPROVE NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR ail I` I _III 3" VTR I //jam I I <� I I I" VTp SWITCH PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER �J1I DR 7 I iF AL I \ I QFf I / I J I L F GFII X N DW 1 C#FI KITCH)-i1a) w REF — L_ IL---- DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=V-0" LANAI -- I - *12 � I - NOOK _ ' ROUGH -IN FOR 'OPT. CLG. FAN/ LIGHT PRE -WIRE / - -- w / T-4"13 / 4"! I SWITCH FbR FI FI FAMILY DISPOSAL Gi — I - IF I PENDANT I I I ROUGH -IN FOR AS PER I I OPT. CLG. FAN/ SPECS GFI I LIGHT PRE -WIRE M I 12 10 ( DEDICATED RECEPTACLE FOR MICROWAVE RANGE G I DW _ C3FI HOOD PER SPECS I I_� GFI F /KITCHE IL REFFI J ----- CH DINING = ' PENDANT AS PER SPECS TO LIGHTS C.M. AND SWITCH - 3 ABOVE FOYER / I IENTR�� DB &GFI TO I GFI BE ALIGNED — — — — — — — - VERTICALL I l o` 0 ll�l�ll lFl•ljl4l:lLljl1l1l;l:r1l-T'IDA qp GFI @ 44" kW GFI @ 44" -- A.F.F. A.F.F. w � w w J ° / ZO Z F-a — m / UO Q QUIZ- I J U /LL D } F --------r--- GARAGE; ------ wu GARAGE o LIGHT AS PER SPECS o` GARAGE ---------------DOOP---------------- I GFI IRRIGATION GFI @ 44" A.F.F. I I I I I I I LO T COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN-B � I I I I I I I I I I I I I L — — — — — — — — — - I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --------------------------------------- SECOND FLOOR ELECTRICAL PLAN-B 0 ✓� 60t C%4 a . as N O RI y � c c 4-1 aa. -- _3 as 1w E Co o ate. N 0 N 1�— N ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 a C t? ON O cc r ® n 000 m OD m tH ti r ° S +Q C ,_t LL V LL ILL a- Z tsy6 o 3 f6 N W ' U5 91 m w J Z N Z 2CLL LL Z N OU of < 0 W ❑o z N M O N z o � C N M cn z U_ U 0 � LL Uo Ow V1 c �V) U l— J E all LL, 8 E I ID U o Y t16 V N Q 44 o cD J W M o z Z U_ F a N V E� o ® oa V O I— XU ¢ ¢ 0U O < Q ZO CV 4 Z o ao W Z w i U) U m� o � Z Z 0 In '� ¢ o� Z 2 Z 5Z N a Qo 6_ T- o 1�_3 < �� ;o Cfl a 003 V' as O 2 >M M r O CrcYi T m LL i N C) N LO tV Q E N o Z E 0 ra m a E v _j Q o c JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 3 W 0- O J U) r C6 4'-0r' ROOF VENT ti,A lz,Q 5:1� 2 SLOPE 5:12 SLOP Z ZONE-2 9 ATTIC SPACE O 1170 SQ. FT. 0_ O W LU r1� � LU 0- J Cl) r 5:12 LOPE SL/tL5 PE I 5:1� 2 SLOPE r�Q Wn. I 0 ' Cn A 5:1� 2 SLOPE 5:12 SLOPE' I W I OZONE-1 LU I p I ATTIC SPACE �r '316 S . FT. � Q � ' I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent )mt Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to 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 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4'=1'-0" N ` N N col 1..... W ® ', ., _C� Cr. C tV N C W a N .� N .G 6�, ri-CV co ram, Q V CD 1 OWN �3Fr # a" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W � �$ N 0 V N O r 0 � �N C 04 C /N v �* " C J u_ Lll n JLL� Z M-arn n- 13 y�o 0 W o�N`n 0 m Z LO NZ d ILW -�° o Z N 00 W U z N Cl) O Z � z o J _ d � N ch 1/r^ 0 o cn w Um 0^ w o ,tJ l .N�. U W f— — .= S w ai ) N dO.4 416 o w Mm C% p ZzZ Q Q E C 0 z oa CU 4 U K N� L a z wo G O w W �� U). i "m .0 ¢ Z01 z aW f1 06 K wLL o U d Z nw W U 2 �1 ao F_ yW =3 o c a OU z 4 3 0 N >M m 0 CD CO r O : r Q � � r m LO o � C) N LO CV d r E c o zU)r CU a. CU U 0 JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 4 ♦ p ` ° e♦ e p ° °i e ° p e' 7 e• � v •e v � � o v: ° p' b, ° °♦ e• ° p p ° e ° n ° e • � V ° � e ° � o °. ' ' ' ♦ • p ♦ • p ♦ ♦ • b, ♦ p ♦ . . ' p 0 . e r b, ♦ . . b. ♦ . p ♦p ♦e •♦e ♦p . , o•v o•o �o vo:e. v o v. -T-...'S5-C-.....'R oo:e�o ov:e}a av♦e��o°�e�o vo:e�o ov: -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL 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 a W r CONTROL JOINT DETAIL oC c. V d T MCNI ➢ 1 91-N, 3'-5" 5'-2" T-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L PORCH AC PAD S3 I I W 0 o I INDICATES FILLED C LL ap '_- I w/3000 PSI CONC. GROUT -'50 cf) r FROM FTR. TO BEA w/ (1) #5 0 U I REBAR VERT. ABOVE:SLAB. I I eo 5' -10 " 6-104" I TYPICAL @ ALL PLA ES io 0I SHOWN. HOOKED F1 G I o I DOWELS/ENT I I " EXT. ABOVE S AB. GRADE 40 STEEL — C.J. — ■ ■ L—j■ ■ _ I r' HVAC CHAIC E FP ■ (PROVIDE BASED ON 1 1/2" IRECESS FOR SGD M LOCATION IREFER TO MASONS S3 I� III ■ c%> (SCOPE FOR. WIDTH. I I � III ■ ( o a pEO I El I C.J. II ■ r TYP. @ I TWO 1 I 3%2' MIN. 3000psi CONC. 3-8Y$ ( 4'-1" STORY tD SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN ■ 2500psi CONC. SLAB I OVER 6 MILUEEN III ■ VAPOR BARRIER I Id TYP GG S3 — — _ C.J. — 1 ■ O (V � LO I I I 9 I I III I III ■ ■ I o _ r L— J I _ 7.3" 10 L ■ — — — — ' —I PLUMBING GG I I STACK C.J. _ S3 2'-6" x 2'-6" x 3' _ 13'-1 " 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- —__ — --- FOR A/C o I r rtr,r,rrrrr „ rr17 � I I— I —' K 31/2" C I = S3 S3 w I I I Wz o ■ ■ ■ ■ 9" 17 9" I O w 11'-6" o LU o z I �U- W p= PROVIDE 1/2" X 9 ¢ > J m ■ 1/2" RECESS FOR Q d a■ co q I 4" - FRONT DOOR p Q U LO d ® a TOP OF CONC./ PAVER TO -' OO �r I BE 4" BELOW FIN. FLR. U- U �� M W >W ■ I U I ■ 2'-6" x 2'-6" x 1'4" L 4-4' C.J. _ 1'-0" w/ (3) � I — — — — I o0 #5's E.W. L I I `r S3 I I I TYP. @ ■ I I ■ ENTRY W I p ( A I C/) I s3 TYP. @ SINGLE o J I i STORY 9 I (2) #5 VERTS Win S3 (2) #5 VERTS Win I HB FILLED CELL FILLED CELL — — — — — — — — — — — — — — — — — — O M 16'-0" V-8" 19'-4" 5'-8" 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 MONOLITHIC FOUNDATION-13 SCALE: Y4"=V-0" �a N C 9; :P W O a R C= cc LA-., p,. •.N d O fO ^! CD 3 R+ L 4W c er xxNNIJa�t�stu��tal � OWN wa•tiAg� •�a5E� " - j E .• t F a S ® To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r� W vE Q 0) o N N co = N b y� YI n ZR M aj C., 3 l a =� u W J W LL 0 W a z m C i @� o 7 @ N � � NZ Z co L J Z N O U U O W El E] N M O zS J M N z W �l 0 - fC5 w � U v� 0 wV) o V) c U) U 6 ter.. 1 e 1 J F — E ¢ 0 �m �w M o 2 Z U- p W z o Q E w2 zo O E O¢ d p ox N ao <om� a z �Z �� (� U) 0. U Ns 0 Z E 6 W p zz d Q Z N W c,- W <o oLL �k �3 o <W� �o 0 = 0 E >M O ai rn 0 C7 CD CO r Q ;� r ILA ' ) U vJ m N L0 �.. • O N 04 O N LO N ,-- 6 M w 04 o z Z E 0 c d Eca U 0 Q (a JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 5 �■■■w�l M■II��■�o���IIJtI�Y��; TYP. @ 1 CORNERS p2 0 00 o0 co 13'-0" 2 FT3GE D2 12'-0" O A @ 24' O.C. MIN. CE CE J S6 r- t~i TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE FT7G CE FT6 CE TYP. 1 1 L1 N cD LO BRG. WALL//" O O D r FT8G FT11 LL —' FT13GE 1 BRG. WALL CE J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 A (2) 22 (2) FT9 p1 CJ3Brr CJ1B J5BA FG3 jx 7m D1 A TYP. U.N.O. 00 r 10 m m M U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE RSH ENGINEEREDROOF CLADDING WIND AND FORM AN ROOFOHEIGHT !T 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft / (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r, HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1c-----r— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I I 0(/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: SHINGLE: 16" EXP. 1 (24/6) or 1%2' EXP. 1 03/16) TILE: 1%2' EXP. 1 (33116) I I r I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I I I z13r 3r 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=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. (ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO—/ ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. ` SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 1 Od x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1Old x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5l8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 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 (8) 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 j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN-13 SCALE: Y4"=1'-0" aC8 2 17*4 Qci an c7 c co�r Z:r N C4 N m $ G_ s a� L. cv ce 'per•— � c E m d a. u, t t s �ti�r���jr ,�,,;�'�a�ao►� 4E 10 `N 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, o E N 4�T, a 8 ti N m � m 4 ` U) co rt� r N O d caJU_ �; w s"j z m c M a z rn co I oC5 o nt, y• ].MN O I W m 5 E W m w ZCcN ° IL Z . IN(� 0 Z O U o y W ❑ U Z N O Z � N z � � CDQ 7 J N M N z � U 0 L 4--j cn (a w m j� O� w o L/1 c U w J i�$'�a :1W _ R Ir = L U Q o o M J w M o z Z z LJi d a z o K w° g >N Q O za _ U Sa O E N aQ c z az d i ao ¢ W m7 M U) C - C � or y '0 OLL z J m CID ° Q W z vi Cn on z go CL a �w (, < = � CDC) wa 13 �o 10 C) V M 000, C C:)i 0 L > M f1/ 1. O i V a� ai rn m m c� T C) � r U) m N L0 ate-+ 0 rN. 04 C) C) 04 Ln ai 04 (0 � o z m z E 0 y m m c JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. CI I 25' —Oi l I IL_L_V I nIIV] 1 1LL_ 1 n1 Iv1 OVERHANGS OVERHANGS 5 1.8I 1 19' -q 11 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:1 AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 t 10 GABLE 1 -38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -78.58 — c� I � 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 I 1 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or te/32' EXP. 1 i°2/16) TILE: 1%2' EXP. 1 (33,1'6) I NOTE: i 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS I( 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN lV32', 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 W1 BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 26 T: 45 DEG. [4:121-[12:121 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 tOd x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 -10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 wl (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 3 112" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F 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) 518" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 122 -10d x (1) 5/8" ATR w112" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-1Od SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od 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 3112 & 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 (6) 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 5'-0" ON A HORIZONTAL PROJECTION. 12 PLY CARRIER— I xCONTLEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN-13 SCALE: X"=1 "-0" GV N C= C c� W O i �•. t..3' 1.3 rz ra `-, a m ae _ c L+- cl .y CU N � N a C c a�o�a _.d U CD = E c3 t W • .,. �."s r •oa�•na.e.s 44 �9�p wa*• r� E S S i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NJ W a 0 E co 0 0 o u' Co N N C) r— a CL NO J - u _j a _ w Z ,0a � CD W W o�� o Y m w - Z° zo J N O U U O Z W El 0 V M O O Z W 91 QNN Z Q d N N N ch z Em Q� o 4 N � O w g A (6 t— a ON � c LU F— J E g 91....,w xII, _ G ai C) o 0" S 0 m N o c 4Z w z co co zoi Z¢ ad E O o �° >N z® Ca V ro g O XU '0 UO o oQ ora L¢ ww Wmi M r j C N ❑ z �� Nm o oLL z aw 3 a ¢° Q. LL a z U w ao �G =¢ o ;o V ¢ ala 3 0 c O > M L.l� O 0 O T C) T- -6 T V J m N F- V) O n 04 .Q 04 0 C:)LO N <C ,- ai m �CD N h d Z z O vi m ca a E U ¢ p CD JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 6.2 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 L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Sae vertical load Safe horizontal load \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 817441B/1T8F40 1B/1T 8RF40OB/1T 81`3211 FORM & GROUT SOLID CV Q O J �0 0 w5 BAR CONT. 8F12-1 B/1 T O V LINTEL DETAIL SCALE = N.T.S. E 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Ya"x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR %2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" 0 8'-0" LL O 4'-6" LL TYPE DESIGNATION #5REBAR MIN. ATTOP (1) RECI'D ALTERNATE POWERS F = FILLED WITH GROUT / U = UNFILLED R=RECESSED -1/2" CLEAR STEEL LINTEL 4 a QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY 4 ` #5 REBAR AT TOP = a ° n .M.U. MIN. (1) REO'D— ° !1 1-1/2" CLEAR 8F16- B/1 T d A z G*1\ 4 GROUT tNOMINAL. Lo m e QUANTITY OF 5 REBAR AT ~ z t C.M.U. WIDTH #5 REBAR AT e BOTTOM OF a w O , „ 4 -6 LL TOP LINTEL CAVITY w o C L' NOMINAL OTTOM r o HEIGHT REINFORCING Q ¢ c7 Co - 0:^n 7-518"ACTUAL PROVIDED IN OZ LL 0 �3 �s #5 REBAR AT BOTTOM 8" NOMINAL WIDTH LINTEL (VARIES) ¢ t i �n Er a- '1 L `.. AS INDICATED MATERIALS c-i-fr' precasflmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION B MIN. 5'-8" LL O 4 nt All 1 1 -- - --- - - (DMIN. 17'-4" LL LINTEL PLAN-13 SCALE: Y4=V-0" c C ca a t® > W o G f0 YJ C' .. �►�-a N cc O — N Ccc y' cv � � CL ram. G � Z ev m � as sa rl E m d U tit �yR0 Vt�/v ��� S E ,. 4L •,�� FILOall rKra r', "N �O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '. a& ® y W N N o0 0 00 N , A) _- S 4 y N Q m �v L- JLL L: W j a Z Lij L mZ2a Wrn owl o. m OJ Z JIL N Z Q N M a o W ❑ ❑ V M T Z N o z o n f./•I Z C7 `o u 4-1 a ® a m U 0 v ) � � w o :N 3 ) LU o' °� o C v7 Q ¢ N n r_ W M coo z- ZZ g Eo r Q O o z® Co ro° OL d� 0° U O< N�o L QO ww ro CO c C- �Y tiU mi O O� Z Y U) m N ¢w zMJ oa a o oLL J w w� =3 O f >° w z¢ a 03 �O 0 = ` > M CC O 0 N T 0 r .-1 Q Y r U)U m N O I� N C) 04 O N N Q n r CD 04 �i t\ o z M z E O c IL E U a °� Q c JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" 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 TOPCHORD: 7PSF 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y2" GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7. 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PS1 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 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 includin9`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 R318.1.3 - 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 overpoU and mortar along the foundation perimeter must be removed be ore exterior sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemioal 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 C l4 C� N rn 'E c o c � L - N LZ- = E 6G p U V`l �j F„ � 2 01- 414 ci� 19!/f0l9Ia4lTal�y. 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �+ E o 8 /Q 0 Q co v�i N 0 � LL CLLt/f Z Q1M� c J W J LL LL d -- a Y m cv n �0 o W i0 r04 rn 0 W Z ((NN M Z J °mod Z O U o W 130 V M �2 z N th o g z z o J 4 z Cz -1 �N 0 0 4--+ �u-s w U O w oOft N V) rz Y � in U W J � g z = Y � 0 y ¢ O ti o r,7 J w M w o z Z J LL zo zo QN Q 814 w0 Z© Od Ica Q. r¢ 0< o N � wz o ww C/ - N 0 < U �o o O z Cn J a tl aw z CL oa a0 w > �3 of ¢a o CO ow Yo a Or c 0 0 >M C d' N m 0 ^, W L Co T � 0 :3 r r Cr r � m � N I- LO O N 04 N LC) m (0 Z Z E 0 vi Cn f0 c @ a E 0 v d> Q o c c °; JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. SN x w N Im N 0 0 0 LO r0 0 I cn yrn L C) CV E co N cZ E2 U 0 UI U N -o a. U .`n a z t Y i o 0 U J t� N 19 CE 0 a. N 0 a a m 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 O 5'-0" Q STUB -OUT FOR O 1'-0" o ° Lo GAS METER d o O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3!4" or 7!el 5000s 1.8f1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —i FILL CELL rn W CONT. #5 > STD. 90° HOOK BAR STD. 90° HOOK BOND BEAM I SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP 1 BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap • � 4 max. 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 web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6"• Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 snnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d1 nails at 6" o.c. Q�'/ Provide adequate bearing for each lapped joist. Odnails SECTION a@ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT 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 L d bearing wall must stack over ing and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d_ 16" 2-8d __5-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI90s0 11-7/8" 3-16d I 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION �� &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — I I U" A 1Yz" ROUND HOLE MAY 6 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1}�2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. �nstall 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. =V 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 _T requirements 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM---' SEE PLAN FOR--'°• q . • ; . • ° FOUNDATION INFO ` a' ' STEM FOUNDATION F—GRADE r REINF. SEE PLAN /-VL UMMOt 4 I-Vl, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A o •� SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION 4. PVC OR SCH40 SLEEVE / r PLUMBING LINE 4 alp � aa: a Z •'Q . 4LO C G '4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 ae. a f as G 4 4 4 ° a c a a Q SEE FND. PLN. SIZE & REINF. a, UJ (� c w o C2 c� ---o m x • E C CA W 0 zz O W IV "� e ; f• •• ECC �AS �.•� • •� '••. E l.0 d 91111119E11k100 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E o OO a a co N N Ol o (0 0 =v 10� W J) r-_ � a N C J_ Q C -� LL W M- o 0 Z F e rn ia-9 5 ey o W :3t6 N uJ 0 W co , m w co CL 'Z 00 N Z Q J p N Vz U W W 00 o o z m � o — a t/1 Z :fOo 0 o (Dra a--+ N ' "' ca c, .� '�• U w o w 'V) U w � N- J E — 1a 8 'I U) $ Q ®Q ftA d M W Z Z M Q E WO QN Z O 20 5< a10 00 p la C',�p p aZ �w 79+ L 2 p=Y O m Wtzl Z, to J �° Q W �m �, N �w 0� Zz n° az cn w c-) o � k o = w` 1~ >° .J V zaT3 c 0 O .i E2 > co N L.L O m O r < Y T !2 U m N I— Ln ate-+ S2 O N N CDLn Q j r 6 m � CD iiti o z E (D W c a U .°� Q p a) JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. SN 1 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 s (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 .) (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2 GYP, WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 3/8' MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. @ " " " 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & .= SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE � x 10" "J" BOLT @ 24" O.C, W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE T (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N � 2"°x3/16" PLATE WASHER (TYP. ) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP.) A"' WWF OR FIBERMESH Cl) ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER ( } ;' � A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR „ x6W1.4xW1.4 2 INCLUDE THE WALL � 6x6W1.4xW1.4 2,r � ° � SHINGLE ROOF, SHINGLES TO, BE IN ACCORDANCE w/ASTM ,_ , a ' P _ m ' I II �LI ? ° ° X L @ 24" O.C.) WWF OR FIBERMESH 31/2"MIN. ATTACHMENTS CH WWF OR FIBERMESH 31/2" MIN._ D715$-CLASS G or H, or ASTM D3161-CLASS F, IN I ILI I II IT_II I p I I IEll,:1 r I=•�� 1=1 ' �I I J-I ° - - I a ELEV, -0 -31 /2 °� n v d `' A.F.F. p n 2x4 CONT. a 12 ACCORDANCE TABLE . _. _- I I I I=I I=I� (=�=1 I= J=1 I 1=J I r ° ° ° J o I b -� ((-�( �31/2"(min.)- 4" a— I Imo- w/ {NP') VARIES R905.2.6.1, FLORIDA BUILDING �I —"I I I T I I I-1 I TI I I-1 I F 1 I I_I I `=j l=�I I I=III=1I I I II I I=1 I 1=1 I F �l t I n n n N a ° i Q a ° — D a': T- ,- a - 31/2 - 4 I I I I I=1 11= _ 1=T-I 1/2"(min.)- 4" -, _ D---— 31 /2 (min.) 4 -%i =� ��L CODE 7TH EDITION (2020) I-i I I—IiII I I I g - �I,I 6,r- GARAGE DEPTH VARIES a n o (min. IJ- - - I RESIDENTIAL G b n G c I I ROOF SHEATHING - SEE INSULATION LE FRAMFRAMING E-[RSHSHEET TYPICAL INTERIOR BEARING4 2 #5 CONT T`I "'I" 'T'-' O ''' 1 4 8 2 #5 CONT. ', O 4 ��} g FOON SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG`*�GARAGE SLAB AT STEP rB`�� TYPICAL BEARING WALL STEP MIN.SHEARWALLrc U.N.O. MIN. TYPICAL BEARING WALL @ STEPrcC '� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0° S3 "SHEAR WALL" .SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/$" ALUMINUM FASCIA co���N�o���t GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2' OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs' ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C �M M�N��o�s 1G N�\N -OU 8"x8"X16" KNOCK -OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR PLAN FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING APPLICATION 10'-0" (R302.11 ) SEE SECTION C/S3 FOR 1x2#5 P.T. HORIZONTAL VERT. IN FILLED CELL SEE CC/S3 OR N 10--0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2 GYP. WB {MIN.) @GARAGE " NAILER NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 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) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT (IF NO UP LIFT ON °� 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR `SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN, TENSION 2600#) ^ ARCHITECTURAL w/ (10) 10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED Q BAR o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N END OF 2" x PLATE WWF OR FIBERMESH - E 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED GRADE "E z., ' PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a °' u a 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE Z MONO OR STEMWALL MONO r I� ° D M c • �. r= I -PL-1 FINISH GRADE 60 2 [GRADE 60 MIN. Fy= 60ksi] a 26" MIN. LAP [30"MIN. LAP] _� m — __ d D _T FOUNDATION PLAN FOR LOCATIONS) FOOTING SHOWN °, FOR CLARITY 1--i I = I- _I 6 MIL VAPOR BARRIER I I p D . o n. ITI _ _ _ - I 11 I I I I _ 1- ,- � 1= N Z Wr> #5 REINFORCING BAR R 1 7/g T I I - 1x4 P.T. BASE NAILER 4 x4 INSPECTION =1=1 = z ° I NOTE: � u � III III =r : u• r III —I I—T_-1� 1=� �- I I T_� I� I —I #5 LAP SPLICE 31/4 BASEBOARD " PORT AT EACH FILLED CELL TYPICAL �� I� -I i.=1 i�l FOR BEARING WALL -I IIILAP] - -_ T I I I' I a _ o COMP. SOIL. (COMPACTED TO � _ _ I 11-.�-1 I I—� 36" MIN. LAP 36" MIN. [ ON 3" CHAIRS „ „ g 1 �, g (gyp') MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - -l_ ;' III -'I 'i = I - I- 95% MODIFIED PROCTOR ASTM �= I1= -I (1= I�� 1=1 - 101, MIN PSI MAY VARY PER c•� AT GARAGE CONTRACTOR cCn - - III III= III III I =1 I III III-1! _ _ � i- I , i _ I -I " =1 I ! -I I -.I i= !=III -III I !=i 1- D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE I_I; :-' I _ 1--I L _ '- #6 LAP SPLICETYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF' WALL w/UPLIFT rG _FIBERMESH DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SLAB INFORMATION, 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 V r I, _�= I - ' D I �N+ 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 6 MIL VAPOR IT P I �- _- z 3 1/2" WWF OR FIBERMESH 4' FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH -I I r I I. min. x FOR TRUSS BARRIER ; 4 D I I COMP. SOIL. _ ° a v GRADE °° -_ - _ - - - - - - - AT 24" O,C. MAX. SEE PLAN FOR TOP OF BEAM x x CONNECTION INFO;4. & LAYOUT DESIGN - : (COMPACTED TO 95% —11= I I= _ 'ITT— r r—TIT i'TI r _ — - _ 4 ' _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN - -a e III —III; L (V a.: MODIFIED PROCTOR TTI I 1 I f=ITI III ASTM D1557) _ -_ - ENCLOSURE -� I I III=1T IJ ;.III- (2) HTS20 FOR STRUCTURAL BEAM SIZE & c a ' a :' _ I, �I�-��=-II T . "' I 3" MIN. CLR. - I C I �_I j I I- ' CONNECTION INFO I, O #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N CHAIRS TYP, V-8" 2 STORY U.O4 ( ) DETAIL) 4 ' I $'r_ MIN. 2XaP.T. 3 PLATE/16"I I I 2x4 #2 SYP P.T. FRAMING w/ I co • . a -jz41 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL O.S'B' MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 �.A P� L SCHEDULE PSECTION 1/2 GYP. BD. P.T. 2x COLUMN LOCATION Q > J SEE PLAN FOR STRUCTURAL SEE TYP. WALL OR ADDITIONAL SLAB INFORMATION. 2„ HOLD GYP. BD. W COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO, SLAB STEP 8c RECESS S.G.D. M 0� '_o" � CONT; BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" BLOCK WALL BEYOND EXPANSION JOINT _ 13" qr • : " ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. , ` , 3 1/2„ •' GARAGE SEE DETAIL 161D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM, PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING O.H,D. RECESS O.H.D. RECESS . „' ATTACHMENTS & 18/D1 PAVERS Cz `' �- CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS _ `' ,' .- W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE TO FOUNDATION PAD MAT REINFORCING. .. -• `' ' CONT. FOOTING STEEL — I Cl) '' <. ' --r� I —III •a. •.• r f" — '— PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w Q SIZE VARIES PER PLAN > w/ MIN. (2) #5 VERTICALS M - Z co GRADE-- I 1 I .• a:•. r. �� - -11 ;:: 4 T °° 7= T I 1 . - =1 1=1 : • �; I oo 4 *-LU ' TENSION 120#) CONCRETE SLAB _E 6x6W1.4xW1.4 N > w FILLED SOLID (SEE PLAN FOR _ - I r III '.a •.Cl) .. I- _ III —I I . I-r I r= _ _ WWF OR FIBERMESH r' p w SIZE AND REINFORCEMENT W ) _ Z w Q e • f—i —i — 1 i; W "� = ji '" --� I II I M = _ - -r o ' _ ^ I 1=1 a U) BRICK PAVERS or SLAB PER I^ CL W p o `n = - - -1 �� _I_ l 1= Z a ! I JS a • • L I I .I a �'.+ N III-'- —-I Q. LL U— SEE A/S3 OR J/S6 III=1 �r I �- R- FOR REINF. INFO. 3" MIN. CLEARANCE =I I I I -� „ I I [= SEE A/S3 OR JIS6 I l;, , I i FOR REINF. INFO. 3" MIN. CLEARANCE COMMUNITY SPECS - M 6 MIL VAPOR�.- - -_ r �1 I-T1 f-III-1 I I BARRIER 1�T =1 I I I--�I 11I ff -, w (- FOOTING v - - - -= _' BEYOND _-1 I ! I I- „ 1 (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 STORY) III "'T : ,, •� : • • `•'..: • '- PAD REINFORCEMENT „ 3 MIN. CLEARANCE (SEE SCHEDULE) 1 $ (Z STOR) n 1-8 (2 STORY) 4" 4" ♦•'� SEE FOUNDATION v .. ! `%INFO. FOOTING WIDTH .' SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3l4"=T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. c� a. G o ® G CO C..i CV N CC a L 14 'O _:04 110a�?,O W�/V Nzz SEI 4. •` "'`• ••""eta FEg SS10 q�1 1F941111il,1 F`P�'4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications Contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. 9) W a �E 0 � v o o�'�ti � N MCM YI ^ J N O v: Q . co W C -J � W 'ffiCD "_ W im 7 to N y ��mrn m W Z LL w CD 0 J N M Z Z O U 0 o W ID El z N O a Co z iz V I M _ 0 0 —� O V) �V) N N 1— C/) U Lit roJ I 0 O N 0 N I� O J w M y o Z Z a O E O �o 0 0 Ujz >� a N Z® ❑a F- XDWQ �a 0U orX o E O � U0o ¢=m2 az z � ra 0Y o oK Z - J U o 2� �z rj) U� 44m JU �a n. � �z ' mw O a i F 0 CO oa a0 p� 2O 0 = ... > M �y LL O ni o� CU m � Co T O � T Q Cr T U m CV F- Li) +_j O N N N LO Q n T hi CC (0 N d Z Z 3 E O N N `m c a U ¢ p c ) JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. S3 (MONO) -0 W 0 i m i` O N tI 0 .o to 0 a J LO M 0O I d O N 0 1 a CD N a E a) 0 s L C C O U 0 0 c� 0 i i N I Y o •U J w LZ 0 0 a- a 0 m ,o 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR GLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 14� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING --"A _ 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 - 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. D TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT J 4 ° a ° ° 4 a ° a 8STD.90•HOOK 8" LINTEL BEAM W1(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 T= NOTES: 10 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J \�\\ \ \\\` \ \ \\. TLIJ \\ \ ♦ 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 K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB /-8x8x16 C.M,U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES 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 4 ° e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a 9ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OpOp SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q 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 LINTEL 12 (TYP.) SEE ELEVr 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)16d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LW/ 2-16d TOE NAILS FBOCKING FASTENED TO TRUSSES WITH 8d REQUIRED EACH END COMMON WIRE NAILS @ 4" d/C BOUNDARIES 6" O/C EDGES $I 8" BLOCKING ( ) v 0/C FIELD z ;d a ' 2x TOP PLATE /v 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)16dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" LNIELDMENTL O.C. MAX. IN KO BLOCK AT EA. SPUD MAIN SPAN PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90° HOOK IN K.O. BLOCK -77-.- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TUP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I&NUT rOXIED A.T.R. I&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE /- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� REV. 06.24.22 SCALE: N.T.S. c.a y cc = U p _ � •C= N2o� '•N- 7 N t ado_ d. 3;.'fl. 0) 1=1 g, Q G O A V s r &! r �' •....•••'`•�� O w•- . S % C) 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 signatuyren and seal. F E y Q O M p w% oo = N co 0 ao Lo N yj _ IN- � 4ANN cn c � LI J LL W F LL LL y In J a- 5 r13 �,e _ -O Lu Y Z 9 iUi � m CV O W og04rn < ;;tom W rn M. J Z MZ LO N 9 OU a Z x. W ❑ ❑ Z N (h 0 z o� Q U) o Q} (D(Dim �2 o .� '�• U O W o ca LU ,..u$ = WI I o4 • Q Y co W M M z o z Z 2 QE o E V 14 o0 QN Z® °w¢ 5. a� _° °< N S3 i ¢o <z Ww C%)> U m0 o O� Z� Cn J am° �Z cn o zz _N Q d w F W ff yz <12 ~3 a� CD u z d �2 ° 12 (� O qt a; o) 2 ca ca (Q T O � r r � � r CL m N F— L O •E-+ It O —0 N N o L0 Q � T ai E N (0o 0 N E 10 a E a :3 v a o JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING F MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING (MIN. MIN. FIRST 4 BAYS ) MAX. 9 AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 1 O/S5 IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" UNSUPPORTED, BACKNAIL W/ �2)16d NAILS MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 45'± DETAIL 45" ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE APPROX. 8" FROM SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED At RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)1 od / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ & (2)1Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) ; FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND „ EA. END @ 48 O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10j 8d EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN / AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 1Od & () FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) SILL 1/2 CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. �. BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� "` GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE / (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C 2'x4' LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD BOTTOM O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2)16d NAILS }016d "T" "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING W/ TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 2"x6" P.T. SILL 1/2" x 8" "J" BOLT 48" O.C. @ NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32' O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S ECTI 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N= F - NOTES AND NAILING 4 INFORMATION CO SCHEDULE FOR 14 SHEATHING DETAIL BACKNAIL w/ 1 1 2 1/ (2} 16d NAILS WOOD TRUSSES `� 00 co 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS & (2) 10d TOE ATTACHED W/ 2 -16d40� NAI10dLS NAILS @ EA. END AT EA. TRUSS JOINT I AT (2) 2 x 4 LAM N IONS W/ (1) ROW 3 2 x 4 LAMINATIONS W/ 1 ROW () () / R W OF (3) 2' x 6 LAMINATIONS W (2) 0 S 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 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. GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 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 DBL. TOP PLATE SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD 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, 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—/ I I BLOCKING, FASTEN WITH 2x4 BLOCKING W/ [E, 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION ('9 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �-MINIM UM (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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y� 0 a CORNERJACK Y W z IY O U HIP FRAMING REFERENCE PLAN 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 "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2'x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1112 1111 No No 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)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c�..a cc C*4 C3 = I'llo, 9 Mo Vi N_ Q C V Cg E �k m o._.a and ¢-= E ®. • �1=' Yt.LCES�S�Si�.ts�E� \Y 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 gy Q Mop o E O N U o C � 1", k' N O '4 d Z _51 w °W m e a y L ,��. p O N �c 1r�n' W .r Z iq °�' rn m W 00 0Z N 00 a z O U ¢ 0Cn wCO ❑o z N M o Z N z o � J �- E3 N N M '2!:'^^ VC2 O V u_ (� „, cl O V) U E 'Ii,pii U I 0 O N I� OCIO w Cl)�3 z cif E Ca -o =o -0 >� QN �® oa FC-� — 00 0Q O E a� 0 Q az ttw L C/3 C ❑ oY U y0 m o 0, Z z J 0) < tl QW zz @ � 4 og o� go a Ww V ¢mac so U � Ir �- Ce Ce c0 z >° a �r �t z < O c Q T3 2 w >M Om m W CO (a r C Y T mN^ Y O I� O '� N Ln ui c � (0 N o z E O N rz tl .. U 0 L; p q p c � JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. S5 b w 4 M N cI- 21 cn� 0 C) 0 J 00 Jul 0 cn Q N N a E E 0 x 0 J iy 2 L= 0 U 0 0 0 cJl 40 U N 'o a v :a i a) Cn I i i ,o U a� 0 N f\ 0 0 CL N a� 0 Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I 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 l 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" 0/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER. PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/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 ' .d d' CV r �—I � � � M I _ III _ _ _ I 1 _—1 I = � . II— II ,— I I I 6x6 W1.4xW1.4 I I — I I II a .4 .°. WWF OR FIBERMESH jI I I IjIL�I I I III—III-11I I d ad FOR UNDERLAYMENT REQUIREMENTS SEE R905.1,1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U' FOR MORE INFO w LU O c=n �-7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. w�INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAyr LSEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT cr w CL EACH FILL CELL TYPICAL 0- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE GRADE „L „'Ili—T '--STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4' 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" 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)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----__ BAND JOIST *SIMPSON LTP4 wl (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 16 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED °° FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED o z T PLAN ; INSTALLED PER MANUF. i 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR, SEE J/S6 FOR ADDITIONAL INFORMATION. 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 u INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" RIBBONS 15/32" OSB EXPOSURE ax SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF La NOT FULL HHEIGHT SHEET- coC G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C SHEATHING o U7 EDGES (SEE OPENING SECTION X-X av C x � w x E f- 2x STUDS w BEYOND. SEE PLAN 0 Id 0 — i -2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Inrnr r r—r r—%1n-r1^K1 r 1A^r%n.e B 3/8" "S" = NAIL 3181, SC SPACING V S 3/a" S 1/2' 7� 1/2" o . • I� S • 1/2 SINGLE NAIL EDGE SPACING DOUBLE NA EDGE SPACING DETAIL FLOOR TRUSSro SCALE: 1 112"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN, SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d •• . �e a ^' ev O _I I h-Wil III 111I LM j:FI I I�T (3) #5 CONT. ON 3" 8, 11 1 �-811 8'' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION (*S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�c�p//p041 WN 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) OpFN�R�OR NO 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 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". co z — OA 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 LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. Lu UD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL J w LL � O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F O 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. aF oov, rn 00'0 m u_ K U) Li 0 " F- @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 MEMBER IF GABLE END cNu NOTE: C WALL SHEATHING INSTALL. Sg & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131'X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 (2) 2x HEADER SEE PLAN S4 + INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS + OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH d d Nd ° -III—III—I I I d ° a , IIII IIIIIIII III 4 —III—III 4 ° (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING 0 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 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. IL FINISH GRADE 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. G 'c •. = a� 'o NLai V -= '= w ®� C Rt C.i C` 4 to y< N'cc C !tc ,- ccat eu _0 _'E y c c 3 m ets c E R Q tJ V 44 B ►fir �N``�Qaaaa U �� • �� Off' CD �0FIE r�r ca�QNP \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W '�tE t oS N 0 V cc N 0 0^R 2°°- M NC) ai -I �- W Li. tQ M V J LL W a Z N'Cv o 0 E@9o W 0 N N� 0 �c I g °. W W c? m w z Co N O C) 00 W ❑ Z N M o� z Co z y J 0- N M N 2! V U Q) .2 Cn LL w f6 e 0 W o VN N �U-) - r 8 Rigw U o N c `) o M z$ w Z M O S Q zo >� 0 m J mo wo F.-. C X U a¢ 0O U � N �o 0 ¢n z y U N o U LL z to J m a Q W z z Q $� g° a z U W as o� z �3 O �V FIB }a � is o3 o Q > ui m 0 T C) r Q T Inm 4—+ N O N C) N N Q ui m N o z E N O a a E '0 ?? U Q p c JOB NO : 22-08305 SCALE : AS NOTED SHEET NO. S6 (MONO) 0. SCALE: g' = 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 \ 0, VV/kLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER �\ MAINTAIN BETWEEN 4" AND J' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER , 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iYP CUT TO FIT � aRS IN WALL BEARS IN WALL SYP B x4 BLOCKING FOR 2x12 BEARS A V) I 2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ -1" X /FOR STRAP 2x4 PT NOTCHED INTO STRINGER 2" TAPCONS @MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 4" TAPCONS @MAX. 32" O.C. / VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G. 1 SECTION VIEW "C" \ SCALE: 1" = V-0" TOP OF STRINGER / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP G_: [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E-7 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU NAILSS)) x 1 1/2" STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED i NAILEE 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" 2x4 PT NOTCHED INTO I STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS r.� SCALE: 1" = 1'-0" SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —/� FOR DRYWALL SPACING -- H E SECTION VIEW _ SCALE:' = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR -(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 4"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = 1'-0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT - TO )ISTS) H 2 X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING R RR VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" CNJ CNJ 'a c� W V ® Cam.. f: CJ C11 CN N, CV � N C" C= a CU CL c au c �Ttj U � -.. ...: _.... C= • ca s. . N C L = E A 0 a ca am , R1!OtW r '^S Y1� yp.1 '.�•'. �. a�.en h ,�aa '7 1 h dry h r yet�LO� ��l A}4k �r 1rttt 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 4 O N V l 0y004 o Y N r MI 04 J a�C"77 0 � C) " a J LL LL LL w Z IN t 4 ai W aN� 0 0 IL Z �0 m w rp N 0N O U Z W ❑❑ C z N 2, 00 z o ¢ s, J LL u7 N M z a c /N W Ur 0 f0 W U O,,, o in Oft U m c .... ELU ml _ z: U o ¢ N of oco w M N ¢ o z z u- Q E E o oo zo <� ?® t6 X U a� 00 = U 0 °< o N az o ¢ WZ ¢w L N Z 0 Y m 0 O Zz �>Z J �m mom 3 5; aLL =0 w¢ �� CD co a O3 V' z< 0 c Q > co cc c9 CO T O r Cr u r �.. r^ V) m N L0 O r%% 0) CD N LO N Q i r ui CV o Z z E Q �' y @ FL E 0 o w c c JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. ST I�tv�w�I1�I1�H�� alilL�dllWiYYWI I 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT , , � , APPROVAL FOR CONN. �� APPROVAL FOR CONN. ; i" PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. ATTACHED WALL SHEATHING TO - APPROVAL FOR CONN. /i �j 1 X 4 1x4 / #5 REBAR P, ® (TYP,) ® 3/4" PLYWOOD DECKING GLUED 1x4 P.T. 3/16"� X 3" LONG j 16"0 X 3 FURRING (2) ROWS 3/16° x 3-1/2" FURRING j 3-1/4" LONG X 3/1610 :,� FURRING #tt5 RBAR ® AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.G. FIELD - 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,�/' T TAPCON. INTO TAPCON @ 16' O.C. & 4 2X8 STAGGERED (TYP,) _ l 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH TD. 90° HOOK (TYP.) -^ 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 11 1x8 w/ 2 ROWS 8d NALS �� 1-1/2 DETAIL O 3 DETAIL STD. 90' '� @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P,T. STAGGERED @ 12 O.C. FILLSOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT iMETAL if] SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2"DRYWALL /,/ NOTE: DOOR JAMB REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 ( / LAP SHEATHING TO OTTOM OF BAND 2" EDGE DIST. APPROVAL FOR CONN• / ,�i 2x8 P.T. w/ (2) ROWS 3/Ej 16" TO PRODUCT JO►ST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. // (2) ROWS 3/16" x 3-1/2" „ /���� 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING II END w/ MIN. 2" EDGE DIST. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ + II NOTC @FIRST COURSE ® -2 SIMPSON HGAM10KTA 12" O.C. @ w/ (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ® - _ - E- INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE +5A FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED 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 1st4 COURSES •' EMBEDMENT INTO BLK.) 1/4" MAX .e. SOLID W/GROUT ,r 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS P DESIGN ' BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KTw/ (4)1/4"x1 1/2"SDS SEE NOTE 1SELOW 1/2" DRYWALL _ SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS __ * i IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4"TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACES ( ) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED 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 POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I ( 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. ' " ;'' •. <• • SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5116" HEAD F CHANNEL, DIA. @ 24 O.C. • : ... OVERHAN ...,, :d CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT a.. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) 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 314" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'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 ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SIN. MIN. 4" EMBEDMENT AT 16" O.C. 2, FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM, INC. FL# 16544 R5 FL 1- 1 Qrl 51- Qrr SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - 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 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED /A/ PATTERN - SUB FASCIA w/ 16 GA. 314"x1/4" CROWN STAPLE @EACH GROOVE °/4" MAX EMBEDMENT INTO K.) B-B PER NAILING SCHEDULE ° ° �' o.• #5 BAR - 2 0 8 SIMPSON i STRUCTURAL SOFFIT 'o °: 10" ds ' P ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS S F01 0� LE IN TOP o 1 X4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► ° KNOCKOUT/ �t Sd NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER _ _ ► .'' 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA _ - = ,n ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END — PROVIDE (2) MIN. PROVIDE 2x • CONT. W/ (3) *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* - - MONO FOOTING -I -III; ' e ° I•� °' VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY , . SIZE AND REINFPER PLAN i -- 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. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .e DIRT �' Z TO BE INSTALLED z TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2k0� ° STANDARD 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - Flay * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. A. o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. MATCH TRUSS DEPTH ( + OAF + + NGT (2)10d NAILS @ 8" O.C. y > 90• HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD + + TO TRUSS TOP CHORD FILLED CELL °- '- ' • ' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: . I 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 .% �, �• � �, s• � � �, s• � , �, s � �, s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + PER INSTALLATION DETAILS B-B ARCH DETAIL r 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" =1'-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . ®s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES ' NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ''®' CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. Is B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL N % SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 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 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6'-0° SCALE: 3/4" = 1'-0" SS O (EVERY OTHER < FILL CELL FULL HEIGHT W/ 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 w p NON SHRINK GROUT. SEE SHEET DZ AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ° P ° ° w REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ -I �=ITi=I�I1-II T ° �I Tj- FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO U) " a 1 * I= I=I I (= k - - �r-r r . �- � � 5/8 DIA. ALL THREAD ROD E- #5x6' EMBEDDED INTO N - PRESS PANEL REINFORCING INTO PLACE. N C II - 6 MIN. LAP SPLICE W/ - - - D 4 —IT1�- ITS - - - "SET"�. EPDXIED w/ SIMPSON ET X D S SO S U z - EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH PP A NG UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL - - I � I �I= ° - r I EPDXY MIN. 6 EMBEDMENT & „ Q <n N FILLED CELL SMOOTH. DO NO FURROW. u _� I I' 3 MIN. EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT , IT-I_I I- GRADE TT.„:. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE p REMAIN FREE OF MORTAR. NOTE: Cl) z_ \ '' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° - (2) #5 REBAR.1STORY () 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. 0,ofI 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING ,a WIDTT SPEEDS UP O 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAMK. STRAP SCALE: N.T.S. NOR ON OF GLAS SCALE: 3/4" = V-0" 60 C 0 R.- �B cz�'�ro a� E Ic e- •'' .� 5 6�2 UQ' ,� •.� • ��`�• 0�ESSt0 r� .>r�io�tlFl�dQta.'� 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. rn W a00° �E 0 (0 0 N N N N ro - .Co titLV a coCD V u C _ LL W /n .L �LL� n — -o a Y t0 C _ Lys z W05 C. Co LLI t L0 co a Z N o <..% o W ❑� z � M o� z Q to m z VJ o +� c6 C w U O ul w o w (� c'n U L U 0 N Q 0 pp N pl r, CD w co o Z E o wo q° >� z� V CU ao f— (i x a, 0 0 0 a 0, O N QZ wo Ww r� C/i C < Z oY U mO 0fF z , �w 3. o a Q U 3 <s <� Nw F- �= C) I- Mj co ;o a ME y O ID >M 11 ca ca r Q IZ '), '0r vm N 0 I� O N C ON Ln T ci j N o ca z E C)N w P c a 0 _j Q o JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. SS W C) i m N 01 _ 0 Q 0 0 0 00 N I 0 -t- o i C iJ a N i 0 L1 E 0 L 0 C C J y r7 U v O U U O i i z N I x 0 v J L�. n 0 0 0 Q r m nv� I I I I I I -------------� CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE YBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O, 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----/-- WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 11 " #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE • < -. _ N z_ V-4" PORCH SILL �15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS 7► T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2.' •, ° 0- - 11 n I_ 4 -i h< " < z to PORCH SLAB SEE -I a N _ wX FOUNDATION PLAN w Q � 2 Z (2) #5's CONT. T&B - _ .z W/ #3 STIRRUPS AT < CV 1 11 < T 4- WHEN P - 0 HE DEPTH _ EXCEEDS 30" ° ° ° " " LOWER OR GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN �17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. WOOD POST. SEE FLR "{ PLAN FOR SIZE & BASE CONNECTION TFs4 EXTEND SLAB 1 1/2" -- -: `a • ° - _... (2) #5's CONT. T&B w/ _- #3 STIRRUPS AT 4'-0" PORCH SLAB SEE -4' WHEN DEPTH 7 - EXCEEDS 30 FOUNDATION PLAN GRADE r - 1'-4" ENTRY PORCH SILL rl 4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH I L REQ'D @MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY- SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER AUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q W J W w Uj a - ° ° SLAB FOUNDATION PORCH SLAB SEE ° " PLAN 8 _ LEVEL - --. SEE CUT #3 STIRRUPS AT 4'-0" 2 #5 s CONT. T&B w/ - CONTRACTOR TO INSTALL - MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH - - ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TI E BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. --- .._._- L__ 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION 22 SCALE: N.T.S. >IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE 1OOF PLAN FOR MORE VFO TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL -EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" L.SEE PLAN L. FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE P IO A INDICATED ON BM. CONNECTION INFO r1nT1r'1A O T N SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) oe o CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) E:1 SECTION AT LOW ROOF 9 SCALE. 1/2 - 1-101 COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. ------------- RUSS/ OP WAI EE PLAN %2' CDX PLYWOOD OR %6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN - 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d e < a e u MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT -0" WHEN DEPTH 4' EXCEEDS 30" SECTION GARAGE MONO 21 SCALE: N.T.S. ti y r� .mom - C.'- - ;.M iz ts. � v n e 0 ttt11?ii�JlP`t��9a 11 Wh zx� ec riSE �i •• 0 �/Pl1111111 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. RM ' N IN 4 � W 0 g o N o 5 o m ti o w o � co in r 4; N O 1 W M J Q G J W �LL� a- 5 0 W Z �o Yr �' o V%��_O N� W .z LL `' a O U U o Z Wks i' W o S z z o N N z �O W Lu — O w o t.N c N �N c6 Lu JF— — E — 8 m�........ I t U 8 Q 'o No 4c I1 co co w Mza g Q E E o _ o oo w� g >o Z® H O E 2� O¢ 2Z -o O"" o L �o az �w cn C <o U y mo aLL Z J O �� �Wo Q W �o one Pj 00 ` U 0 mk o w¢ >° a �- 0 � O Lo y � CC O c am m 2 ca O T C^T T cYi V / O m LN N O O N O CV Q N l.C) r ai cu z N n o z z EO a 0 v a _j Q o a) JOB NO: 22-08305 SCALE: AS NOTED SHEET NO. D 1 (MONO) — — — — — — — — — — — — — 1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS o.00. o.o•a. o.e•o. o.o�. P. A 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. a SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE J PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B eB C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 2 x 4 #2 SPF STUDS B O INTERIOR HEADER O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. t F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE a°.o W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE .a°o g" .o•°.o. SEE FOUND. PLAN FOR FTG. REQ. HH STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK `' FLOOR DECK W/ 10d NAILS @ 8"o.c. `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL AO BELOW AND ALT. BLOCKING INFO Q A 7T f 1. APPLY SUB a L 1__j FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE Q 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/56 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" 1S PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) \ ` TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS ��—(2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] o SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 1.6d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ a>- MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3° Of A kTFti 2 . TF4� M TOA PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) .10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN @ END OF 2 3 () x #2 SPF STUDS HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ WOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIO1 OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT — TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. 'FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR $ SCALE: N.T.S. c� N � 00 04 W F-�CL.�+ Q >J � Yl C= go d %11001Ut11111,I !z \0x ' P FL '••••••...••' .. °fir A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E g N r 00 N N W C N 7Y)a? N ei M a � LL 7 N 5 LL Q C J �52 u W LLiu a � W L (6 O O W 0 O z W rn m LL N jw N Ov U) z W ❑ ❑ r N M z 00 � � 0 N ti E3 M N z � � a +-1 v, � U U ~ LL E r U p C N o C W z co N o Z __j Q E OCo 55. os >� zo ?® ZI — o X. a, Q= � � QU 0� W11�z N i w o ¢o K 0, U wU mn 'o 0- Z J 0, ¢W �m S< Z go LL a �w oW w a. =3 E� o w 5 ;o a � rY U L O = > CM O 0 CD a. ca `CV O N C)Q N T- � T CD N N (0 o Z z ur E Oco a o U J Q p J JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME - WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK-2) e SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape s DO NO' BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD VINYL SHOWER PAN WEATHER �/E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING %SHING 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- 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) qASELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - V-A" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a w U) U) w U w w 0 U) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A r WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or _ other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The 1 No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and i` building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q 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 low CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and REL O EEASE PAPER TO SIIVEASS OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 112"to 2" Above Roof Sheathing WW41010HI PA Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact, Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all :tea0C4 C.-) ® 5• LLI ro Q C14 �- a, c ", ,� • °'� -tom.* "cal A2 >. o CV N 0 N ti N ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W v E Q p MN 8 y � r- o i 0 _�� cc�N0 LL LL w rL J -o° `m c 0 a n r_0 (0N� � o W_ �2O'�' M Z m w ¢LO ,11 0 Z W 6❑ V M z F 0 0 N Q p Q rz � C3 N V ! Z V v ( o LL C/7 (� w � U COwo N L- N �r _ U) U 6 LU J _ E U o c a �Q t o CD co M m 0 zo z Z¢ LPL E zo o >N , ;2 ° W Z® wL 0. WX o< ZE O E N a p WO < a Z ¢W L ra C C p z 0Y W 2 O of Z r ZCn __ 41 J m 0 < w �w was �� Cl Q off,° 'M z z N W _r <; az J =3 c0 0 O r a�3r �I z ¢ b O = I1/ > M I..L 0 c� O CO r CD r C)7 Y r 0 o m L0 0 - N 00 O N Ln (V Q ,� r iv O N r` o Z Z E O N Ei U a JOB NO: 22-08305 SCALE : AS NOTED SHEET NO. WP1 . -5-0 (1) (1) May 27, 2022 c- -FZ I 299AW&WHI I Florida Department of Business& Professional Regulation Building Codes and Standards Page I of I3 V2W22 Cn (1) -1-0 0 1 -0 > = 1 1-m-, .� .1. I , I 19, = .5 4 M I In I g:.=4F=:g M. aq - . �Iy IM ". A�'Mi A - . 5 (Alw;"IFICATION b"HEET PROD ULC"T A P P ROVA L " P E I I � Product Approval Application Detail _16-0 2 2 C:) = =3 _0 g ,4x A..,x 49 4 9Q, a I ..... 7" IM, . , (2o22) a) - o 2 f I I a) in- &r%""I" 04 %I1111111110"U1011111101060mmiff _­11­___­ ­11­_.­­1­­ ­­­:,1­­­­ ­­­_­­_11 ,-�l,','..�.1-��,,-,,.--�=-,,,�r,,,.�-,,� -�L,--',,---l-�1%.-"�-11��1,14��llI --,�..,--,,-�.,��-��7,.,_.�,_�r�,,���,--,��--.z,..--_�,�-. - ___ ��, - ­1_.1­__­_­ __ - ­�­ 11 �­. - ­­ - - �­ �_ � ­­. _ ­­11 � ­­ -­ 11 I _1____­ I ­ , - �_ � _ __;_ �- _ __ - - -, , - _ � ,. � - I 11 .. __ �. - I � ­, ��, Code Entilviij = = ��d . PM = CZ -0 a- . '72, i � T-e Men Manufacture Rel 2020 Therma-TInuCorporal C,Qhtk Engineer &License yam dalled By SteveJasperson Lynd n F. Sthrl P.R. Ryan J. V�ng P.E. Validated Subirl 071=2020 07h='020 � Val 0712g 1 i2020 AriorMeW Swus IWIN2020 App,oYed . a ..,-, 1W (D Mohuntft BnOwls (10,13"l, - � As 1 required by Florida Statute 553.842 and Florida Administrative Code 913- please provide the inibirmation and approval numbers on the building components listed I below if cat" ory: Exterior Dol (600) 843-7528 P E %� 409 (S13)787-6555 0 - U) -L-- 4-i/r-x+ixxi4r 7 T 0 � they will be utilized on the construction project for which you are applying for a I - Dw Assembles 15�'.",�,11.0.gl.*7Z"Iol `F!rl u �1`prt R a p. r I fr o m. a F1,0r;,d,a,RegIgtare ArchIts.tor.LicersedFli siasiparsonatharmial ", CD -0 C.) -0 0 � P or ,out Enginser C 0 0 - - -0 I& � I 11 16XI al 54)Port , � UAW , , "a- - �� I , � - _­ , " :1�,� � , ,,, k�` �t_, I I � ;,,_�,_Z� �, � , , ,:� �, ,� _Cll' � - 'L� %, , -_,_--_',' A "".111 , ­_ ­1 .11- � - �, , � � , - - , - ' ", ,r, "I", . � _: : 1� �L ��_L� "'-,_-_`_,­" L, ,_"',��r , , ��­__`­ ­11 '' __ �� � " - _­ L ­ �' _' � , , �_ _ _ __,�, , - , ­ ,,,, , � - '' �; _; , , , , ,�� , . - - - , , � I -��, ,,,-� ,��,,����,�""",""���',�:".,, ,, �� , �� : , � , _", ", , ." ,- , �� I � ,'_*­,� , .,Z ....... �­ " ��4', ,�n , ", ­1 _1 , - � 111A�_ .1 ,L'�, � I _,� " � � �,, , ,�: �,i� � , , ,'_ ,_ _, ,__.�,� , � , ­� I - 1, " " � ','� "I ,,­,� ,,,,,, ," ,, :� L, , , ��� , �,', - __ - " -- - - ­` I I � ,'�, ,­,ii, � , ,�_-`,­­:i�,,_,, ,:, Z ­ I L_ " (2) - � (Maybe wtfoW) Awhor Itheii Category/Subcategory Manufacturer Product Description Approval Number(s) Test Prewures Exp. Date Sao 9 E��uet 111111101,'Nuittlear 0, NaMOL QUallSIASSUMMi Aporol for U ArrorrivedforUse Product ostentation ContractExpirial Dril in HVHZ Outside HVHZ Imirract Darstan Resists Pressure, C 0 = -; ir- ILL - siu-- . 1 ml bor,�Classlc and Simool . T,;7 11 Nominal 68MO;8 8qLot,Imraavt&qu PaqUO 1 n'[12022 yes Yes Yes WA CU 4- CU 1 1 1 1 ges . , Composite Ill Fiberglass Single 01�.Or � 11 , I . 1419, aradot,(10"80901 1. EXTERIOR DOORS 2 b. Themi riber-CII andSmooth .star (fin-ingfoutsw"i configuration) Nominal W�Q:8 &quol 0 ­0 12131)2022 Yes Yes Yes Ni Cn .- I soft' - -_ : 7 �� I - Composite Edge FibarQl.=`gq1.UD%o19.1h �Sidofilgi (Ini*r,910u*�nitio: XO,OX or 0X0 configurations) U) (D L- II L_ -1--i CL W A. SWING ING Th errn a Tru Fiber -CI assic and Smooth -Star (NON4MPACT) FL2046 1.1 +67 n,f .0/-67.0 psf 12/31/2022 Vr'Qlik:A3,2tb,!7.-.�. . � � I 3 O, Therml Fiber-Clasad and Smooth -Star Nomlnal�gSQ'.SF Impaot&bqluro1;,Opaque IMIJ= 'j t�� � ot,ml ri D. a D.orwth or Yes Yes Yes N(A F= 42 CU _+� 8- �, C, Ill ,(TYR. I ThermaTru Fiber-Classlic and Smooth -Star OMPACT) I 1. FL20468 +67.0/-67�O psrf I 12/31/2022 (InswInglOutswini bX>to =1S--1t!;1)_ I = �-- -0 . - I < ll� . I I I I 11 11 y I � . . 4 d. Trterma-Tru itiber-clas2icilind Smool Nominal 8&9_19�0 &quc(;Impact&qun1;,0p,,l 12211= , Composite II Fiberglass Single Door /Oulawinit;?(.�configuratun) Yes Yes Yea NIA Therm aTru Fiber -Classic and Smooth -Star QMPACT) FL20470 +80.01-80.0 psf 12/31/2022 I � I I I . - ,gj4$#jf-W111 -11 IV .. I 5 a, Themne-Tru Fbar-Cl ... i.,a,d6...Eh43ttr (Insw � IS& $90 &quokIrTipaCt&quct. Opaque 12)SIU022 N.ri * C,mil Edge 1,be=tS%,Id Clow,,111 S'd.hha(.)lhuai OXO yes, Yes, ye. NIA I B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 ilm,x� I Screws 11 a f, Thermal Flber-Classic and Smoothmser , .0 or .onfigurations) I Nomina�a&*-%;b,&quat;lmp2ct&qmol; Opaque 12J3fli Yes Yes Yes NfA 0 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 I 11 I kc Unft ocortvrn Edge Com 1�.Edge,= st=ble Door with or withgW 0 n9.)Vor0V,0 8 iltal rV I I C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1 105 (SX7) FL8248.3 +31..O/-35.0 psf 12/31/2023 T a. Tharmq,Tru itiber-Clasgio,rincl Simooth-Star I 1i I 111.1-1111U.11411=L. - "qu­ .OI& 121- r-111-1 1 ?J�W2M Yes Ves Yes VA I I I "I �� 11 - '' I urricarte *40' ComposifteEd.ge "barg'.1-nig". - I I I � I . . (Typlaf3infroll Wayne -Dalton Series 8000/8100/8200 #1 123 (16X-7) F L8248. 1 0 +30.0/-33.5 psf 12131/2023 8 h. Thorri Fj ber-Classic and Strooth-Star 0 nswing/Ourtswing; X configuration) Nominal'I.I,Irl�9.,8,�,�q.o�Ir.n.oac�ll,qlo', Glial jWV2022 Y03 yers yes N/A . 11 - # CQmp.si ids, ,,. . gle Do., with Wayne -Dalton Series 8000/8100/8200 #1 124 (16X7) FL8248.11 +34.4/i psf 12/31/2023 � 11 ,W-ashers � 11 I I- I Front Crcss Sidelbals),(InnawinglOutwWrl XO, 6X or OXO _1.nrntl�llli 4 I . Support 9 i. Therma-Tru Fiber-Clasello,and Smolotti-Sbi aqvOtImplaoMquot, Glazed I a3l rA22 Yes Yes Y" NIA I �- . - 5'dRzx*fh;, Nil (May be r-ut tD W1 , Compo�itardgeFiberg)"sDwhleDo6rWth or Wthout Slelelflas (linswinglOutmOril XX Or OXXO Left sracdxc, (%Gaugo � #14Stif�Drlllr,tg,StreVOThrO�i$tatkW,,6 10 1. 7herma-Tru Fibi � Classic and Smoroth-Star configuration-Y Nonn1,n.,.11&e911r61r ,g ,qu Glazed ivai=22 I j=1 '6m i ,� % '10 gl�or Yes yes yes NIA D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see inst s,ht) 12/31/2025 SackCro$� SUP044100AIC Unt(ROMM-SWO, � 11 it. Thermill Pliber-Chassio and SmoottlStar jins�.Njoufili X'oonfig­l Nominal "#391,a &quotlmP2Ct&quot Glazed t mirlm ye. Yes Yes NIA Z mypfci� 3 eillitIllitide for hUrtkarte 4$a)t - ComposteEdge Fiberglass Single Door oAth 2d ­ I - I 91Oq1sWrnQ:XO,OX0rOX0 o.n;lg'.6,'�5,hOIrl 2. WINDOWS I 11 0 11al I I j"It'1111111E 12 1. Thermal Fiber-CIal and Smooth -al Nominal 8&#S�DaqutobImpad&qi lazed 12Wr422 Yes Yes Yes WA I - L - illuould, I 4- ��*ftyua A a deardiso U 'I or pea ll� III d w,A cal 14atticeitl Art Tto il Composite Edge Fiberglass Double Door Wth or without Sidell (InswirlglOutl )OC or CM oonfigunki A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499.2 +60.0/-60.0 psf 1018/2023 , = = ni, tavidallijile, 0it'i 0"atair , � 13 m, Therntal FlberZlasal 2nd Snicath-Star No in�16&#39,8&qua�i�npQct&quot0p,�iquar IMIaC122 Conn mp.ell Fiberglass SI `0 "t" Yes Yes Yes NiA I .fpao PGT Series 5500 FL23,9.2 N/A 7/30/2025 a 9 &quo; $1001 �l2l_111;1%d. 14 r. Therm-Tru R ber.ClasMo and Srnooth�Stsr (in �U'111; Y,O,tOXOr;.E.)7.ig urations) Nominal 6&*39l & 4MV2022 � . quot�mpact&i Opaque Yes Yes yas NIA Z B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Composite Edge Fiberglass Double Olita wth &quat;Nm-impadgquat;Sidelites4insWnaOutsWng; 9ofift Department of Business & professional Regulation Fall I ol 15 , � O� "Prorma-Try Flger-Claa5io and ST'hooth-8tar oxxio m W") � Nominal ZVO aq-otimpa-t&quot Op-1 12l3112022 Composite Edge Fiberglass Single Doorwth Yes Yes Yes NfA C. FIXED MI Windows and Doors Series 185 FL15349.1 Bulkling Codes and Standards 1211c=1 is P. Th8rrrQJrU I'l ber-CleSSTC and Smootti aq 'N Sidelibill "all Or`utZaOt�qudt; 0 (Inaw I;jO ins, X X.rOXOConfigural na) Nominal 8&#W,,9 &quok`lmP-Ct&quOt�Opaq- 12J31 r2O22 yes yes, Yes NIA PGT Series 5520 FL243.5 N/A 4/30/2025 ProductApiorpidall Application Detail Co mpoaftill Fiberglass Ow ble Door with &q.Q1;Non­jmpa ct&qu.t; Sid.1iins (I neMinglOtlitaw ril 0 con 'I W D. MULLION MI Windows and Doors Series 5764 F Ll 53512 NIA ' 12/31/2024 i ; I I III 11,11ii�l 11 ! I .01MMINIMMIM! ; !I! ,i i 1 11!11:1� I�iiiiiiiiiiiiiii[tiiilt 0 c 44 M11111,11"a I i I isim! IRS'!, Iii �M! I , 1 291A ID4 ril Paul Age 17 xt. Their-Tru Fih.r�bie­lc and 8in-th-Star N ormine 6.5489,8 &quoi;NonAmpmAqL�ot: op-q- V31)202g Composite Edge Fiberglass Single Door (InsWingfOuts,o4w; X confipurdon) Yes yes No NIA PGT Series 5500 FL261.1 NIA 5/2612026 7100 Version Affirmallon 2020 ManufaMillrer el Vernt Pir-diudill In, . Cuts gory: structirral Coal clortaol: Validated By vandal isubruitted FSC Approval minserGirsham Hall Noraw.P.E. L-19! Roil RE, 12M om f2i'l 61�020 (07)441453613 PE-73775 (334)3CO-10r, Agar Oral 1212612620 Approv.4 is, r, Thermal Fiber-Chusi and Smooth,Star Nominal a&#39i 8quot;Non-tirnipactsil Opaqtje, .1Wlf2G22 Comploste, Edge Fiberglass Single DoorWth Sidelite(s) 0nawAnglOutaMryg; XO. OX Or OXO 'Yes Yes No NfA E. OTHER laversi Products Introcitici Result.0 N"T.,thrology imoasmadventoom I 19 s. Thl Fiber-Clal and. § =othl rifilturstons) Nommaljs&#$D,69q ot.Nort aqua lnII2022 ;1=1. U��Illpr Yes Yes No Ni mi -th Ewil,ation Report from a =$he Edge F,bal . I sual (hreswingloutpAng" XX,-r oxxoo r1orlde Registered Architect orre. Uoiinaed Florida coringurallons) 3. PANEL WALL I Proldnional argincer ­ ,,, -, ­ ­ - , , ­ 20 t,. Tberma-Tru I'll,cr-01I and Smol llomgql�1161,W,�gl 1I.GrAmps"11111 guol; opaque� 1 Z?31 12022 com go '. s Single Door Yes, Yes No WA i --.----, �,�, , -- , !,� - ­� ­W­ -, I" _-,g�,� - 'r, , �� e� . ow-rooi., �, "o,"'a ,,�r­_-,, ,,,,,,,,,--,__, ,�,--,,_, ," - " - , � - -,,--7-- � ,, �, --, -,,-,,,­ --_� ,� ,,,, "; �` , -- -,r_-,,,,,,�,,�,-,,,�,, �, � ,,, 1, I 11 � `.1 ,,,�- �,,,� 09"-,-,,'-i'-""', �, � I � -"" -"i,�,�. ,­,�, , 11�,;, " ", ��_,�,-_,,-,_,, �-M,,, `-,�,,,- � � ,;-",� , ,"';, t - "", -� --A � N,�,',,,,, " " ." R""',", ;,i�,-, � Im � "I ,�,,,i- �,,�,,, I .11 1­111 I . - I .__ I ­1­ ­­_ ________, I ­11- ­11111- � I'll, - ­ . ­ - ­­111 ­111.­.__­1_1. � � I 11 I - ­1 I ''I". 11­11 I—— I'll, ­ I I ­ ­ I., ­ I I-— I ' - , . I I I (In­jhgJOuisvYinl X donfgwi A. SIDING NIA 12131/2023 , ., _', - , �� I Ouglity Amral ApproMfOrUso Apbro"d ror Use Innel 009101 - let Product Darsoril Contract Ex"Im 090 In HVHZ DOW, HVHZ assistant "lle" James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 21 u. Theirrill Fiber-Classio and Sm-th-Star Nominal 884l &q Opaque i2r3l=22 Yes Yes No WA Composite Edge Fiba�gtiaNs'slmn=uftth mmig, scelitinis) (Inv�min2iOtrswing; XO, OX, or OXO C14 rm_ B. SOFFITS Alside Solid and Vented Vinyl Sof-fit FLI 5272.1 - FL1 5272.2 +75.01-75.0 psf 12/31/2023 I Sme~ Modai all DitaT Function F .100AIGO P�ood a rd V-dil Vent 12131=23 Y. Yes N/A 2 Smedverd Model OIMO-61 i DWF,nellon oOd.ndV.nfital 12i31112023 1: yes NlA .1W100 22 v� Yfieml Fib-atinal S.-it,Slita, 1 conflouratitanst Nominal 8&03i &q..t;Nan,lhj.d&q..t,, Opaque 12P3112022 Y.. yas I'd N/A , " �� 4= 3 4 5 13martl M.d6,141540-52 Sruedruraot M.d.105,10-621 Small illpOgIlli Insulated Flood Vent 1w, _'M yes yes r hisuisled Flood Vent 121112023 Y. I I I 18&clud;GpM90 DOW Flood Vient, 12w a , 2 . 3 Yes Yyll q a, WA .10okloo . NIA +10 .100 �j D/ 1A N/A Composite Edge Feel Doul Door Wth arr without Sil 1nswIng(Oubaw,ing;)C( or O)OP configurationsl I C%j Go � Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.21-54.2 psf 7/3012023 6 smalivent Wdel*1540-570 , wood viall Inertial Flood Varit i21311=3 y y a �;A 4,100moll 23 w Th.mv-TN I'llo-Chisal and $m9plI Nominal litil &qlj"NQr_lmpad&qugt; Gjazed =U2022 Yes Yee No NIA 7 anortiVent Model #1 540�5774 14.59qud: Garlige Door Flood Vent 1 2131)2023 Y: Yes : NIA li C OTHER Single Door C 0 1 Imle"ItInaborl (I =ot1EZrg 11. Vill . . 1 11­ 1.1.11 -1 I - . � I- __111. I _111-11 . I ­1 I I __ I ''I I— . - I - I I I—' I 11111­1 � I—' I ___ 24 � Th.mra-Tru Fbisr-Ciasgio and Srirooth-Star Nominal 66#81g,b &qV.tN6rr_,rnp.ora,.ot; Glazed IV3112022 'C�;pasfta Edge F1 "lass Shi Door with S1 W8MIn.WN/OudsWng;xO,OxO,OxCC aO11,ura.1.a,,sg Yes yes NO r41A *__ C-) .2 = .I- CU -0 2_2 LAJ - 1 Florida Dep�irtmortof�Lisfftp*&ProfOssionalRegUle,00n Paire 1 �fl 26 Y-Therme-7ru Fbar-ClassicQnd Smooth -Star Noninne , ;8&qWOtlNQr0rnpQcf&qu.� Glazel, 121�3112022 ComporalteE a Fiberglass Double Goorwthor without alit So t (Irlswing/Outswing; XX or OXKQ Yes Yes No WA C:) i_ _= =) 1; ft ;Z = Cj 4. ROOFING PRODUCTS Building Codes and Standards 11141n2l 26 .. Th.mi rao,CI.W.And S-oth-Star configOredio's) I Nominal 8&fO3g;G&quot;N6�-�rAp2d&quo�.Gluad 12131=22 , Composite Edge Flberirlag& Single Door Yes Yet No NIA c: cc �� �� �� 79 M ,- A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 PtiodtittAppronial Application Detail 27 zO. Thermal Fiber-Cleel and Slm.oth-Sta, (hirsung'Outawki x0olifiguration) Nomimal,892:�CiFkuot,Nm I Rr5f/2022 ,4, g el, ;]mp.1A81qUp; Glazed Composite nale Dour with Yes Yes No NIA .!2 M = li "I -2 �� - ill , --c CN !�: � !,;Ill � I xii pli: I 1 !!!! I opial gi; � I momm : B. UNDERLAYMENTS Tamko (ibr Shingle Roo� 1 151b Felt Underlayment FL12328 NIA 6/29/2023 Mammal= Sidebe(s) (Ins,AngiOutsl XO, OX or Ol configuration.) I - re Bl: .T W Code Il V,,I- ma-ftell.- 22IIi clato Date rierldra aw Carl exu9naerr & it-* Veadi Valldst,ol B,WW,d FaCAVall 2i" A__d atel Plyglass USA, Im. (fbr Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 26 zb. Themna-Tru Fibet-Cla,sio and Smol Norninal 8&ll &quot,Nm-lmpa&&ql Glazed 112MI12M Yes Yes No NIA 0) CL �_: ru .;- = a rompo Its Edgerf-lbershass =bl,e Door Wth,or Aoroxxo . E = = C. ROOFING FASTENERS NOT USED R".l." ZM Rim[ Metals: In. Jason Shumate ZtQhajy R. pit" E. OVIOM20 000]10=20 zff�2;vzozo 1611,YM20 Ap L I L=111!"idon," , ProYed Calaqdry� R ng �[lil P&74021 ( - - Wth.uttil rewini i 0 r I configurations) & ,0, = -% SubCatotil Mal Rootnit I�h­atliirpdre.ml �:: va -r, al: 6. Compliance Ifiethodt Evaluation Report florin a Ro�ld2R..O�tif�t[AmhR�AoraL#-wm�Flwda Z du U, .01 .5: Ij a, I D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL1691&4 N/A 9/9/2026 . -11, Proflosslonal Engineer �,:� � � , ­­ I ,i r 11 � I I I ", -;, ­', , _�' "I - �' -, ._�� - . I—— , ­ I , :­- .!= U3 %= 'l, Florida Metal Products, Inc Vent RV10 n ,j FI_2158V�%.la NIA 12/31/2024 .: �_ � - - ,_ , i�,,,­ �Z _ , - . I � � �, -1 , I �::,�k �Z � � ­­ ­ � �_ 2-� � � ­�� " , " �­ , �­ �:,�,', '"',"�"­ : I "I :­,_�' � , ,__ -1 ­�' - I ;�_ _ � , - , � I :: - il ­ - .1 � -1, 11 - � ­ ­1 �_ ��­, -- - - ­_ � � "I' � - I I , �__­ � - .1 � I - . � -1 " I ::� : ", � _ , I r� , = - V) E-1. -= Sao 9 Number Or *M Quality Atguranc Approved for U.0 �Aypot�Wfortl,. Prodlitt OwOlprlou Conititirt Whalloll Data 1. HVHZ' ourride"M lmoact bestial Resistant Pressure = E Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12110/2025 I =11-1-1i_M.=fk,g swal 0MCIgoi DW, istiss'lomcilr8s, orri 1213lr2Q25 Y. No WA +Grlao Florida Dapertmentof Business &Professional Regularticin Page 1 OF2 2 a 0- U ONG 5V Building Codes and Standards fp;w - E. ROOFING TILES, B oral Tile Villa 900 FL7`849.27 - FL7849.28 NA 12131/2025 ProductApprovat Application Detail 12 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 120"I'M effim 1 illil�!i!!!!!Ill:iill�!�lll!llll!!!!IliliI iaq,ii i: all;; ill i I i; ii iii I i I 1: 11, liii: i i I : i E11111111111111111M code TV- vislislor I I Intity or col hmilreiiiii-&U-sa varldlifilid By PAU -Data Vialltatird admitted oat. pegginsi FaC Anil veto I Aporpwd Rau DMC 10ONS, DMC 15OSS, DMC 175S, DMC, Florida Department of Rusintse; 9, Professional Regulation . Building Codes and Standards page 2.04 1/11512022 R.,A�ion 2920 MI Wndowatind Doors Brent.8ttlinger Luls R.1,crto Lm.p skylim M. Urch. PE I 1 1010S1202(l 10f0i '16119120" IM802020 APW--d F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 Clicagaly: Exterior 0=9 S*Cidlog.W. share Will Door Assemblies (71713115-3300 PE-32514 I717) 317,8454 b,JIllngar@.I.d.- Product Approval Application Detail cot?"I'llano 111101hod: EVIIII Repon; trom a . , Florida Regi Archited or a Lloarl Florida P-1-iond Engh ... r - all! ­Iiji,� ; a 1, , i , I 1 i: i : 1 1 , lailavelimlismosirEjm 1I 1 i ! 1 i ii i i � � i i 1; , I i a ,� , 1 ! I , ; i ill i III ! IN i M11110111111110 Code mossmimmosommm i i i : I ' fft 'Itted late , " I �'.­ ­ , , ,� I _ I ", , . '' , , : �,�,�� , - "� � �o',, , , � " ,�, �, " � - ,,"," , ", , " , ,, �, - - , _­ ,� _ _ - "" - �� ... . .. , - I " �, , " x_ "',",­ 'I I'll, , , -1, � " " ,�, . - "� , - _ , � ,,, ,, , , " � , _,_ , i - _ , 11 , I , , , , - , - , " , � , � - , , , -, , :�'� , , -,, , ­ , ­ ­ , , ,- ,, ,: ", ,� ,'� ", , , ­ ,,,, _ � � ,,_ .. .. .. � , I � �� _�i�!,`�". � � � , " "',',"-_",;,,,­,,, I � I , I ,, '' , , , �, , I r �, _ , , J I " , � � ,�!,F­,, ,,, ,--,,,�,,�!";��,,�,,��.���,�,�,-,-.�,�� �,­,�-�­,�%�,­ '' " I - ", ,,, - , � �_ ,, I , � ,_ ,,-. , " , , ,,, ,,� ,� - , ", , 7�:�', '� �,,,,,�,,,,­`,­,, -,�,',�, ,","",", -,',,-___,,",, i 11 -, , , , , , _ , - - , 1, , ,,, ­ , - , �,;� "', , ," , , � ,-,�l,",,�,,.­ I _ � 1_ ,� �, , , I r I, .� , , _ , � , I _, ­ , ,,, ,_ - � " I - " __�_, " �;l� , � � � % , " � "'," , � - , :" � el, � " � _ " - , " , �,� � � �_,W , , , � , , , , - , 5. SHUTTERS rypii Version rilianurilegine Contact & Lil Validated 89, VAd Sia FDSa Ct" ApPePlej gna XyDraived - I APProvild for U go Approved -for U" Impact Doalgin Rel 2020 Therma-Tru Corporston cate4oly Elderior DO.. Steve Ja n = Solhirrill P.F_ Ryan .L KIng, P E. M1&20�rl IMV2020 0111i (80)) B4 i 76I Wol Appir-sal See# 1 SERIES 420ALUMINUMSPO ProdUilt ChMFIVIrt cog:�=it SERIE$ 420ALUMINLIMSOD OXO 12GV2024 I tit HVHZ No Outside Yts Resistant f'rossuns No WA A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 Subcategory" EvAnging al DoOrAllearni I comidlarri etide: E.0ill Repoirtflorn a aj.aP­m­@thee_I:,.... M 2 BER:EG 44ALUMINUM SGO 145-3;4& uot:00&quiol: MON-REINPOR6E D q SERIES 420ALUMINUM $GO OX XiO..NX 1MI12024 No Yes No NIA U) . Florida Registered Architect or a Ucersed Florida All American Shutters & Glass Galvanized Steel.Storm Panels FL17869.1 NIA 12/31/2022 96&cpot;x'U&quot;,NQN-REINFORCED , , professional Englinear , , , � � , , '', 3 SER E$ 42Q,1v_UMINUM SGO REINFORCED 0 SERIE542 ALUMINUM8GORE114FDRSEDOX0 12(3WO24 14�214&quot:AtIl No Yea No VA L. 1 - , � , , ­ , , ; � �er,, � __ __'_ � ", , -, :�"­ ­,;��, , , , ", , '111�,,�", ',�,,,",�I'i� ,,�",'­�, 5, � I ,d, - , , - , ", "I " , , , " �, , " " ' , , L, �, - , I _11 � D:1, I ,��', , � ;'-" -, - - " , ­ � ,,,, , , ", " �_', ­ , -, ,,',�,,­,,', ,�Iz_n �!_ , � , __ - I , M-k-i-ft , _��- �_�� ", � _ ., I ��, ­� "I"A , ,- '_�,� ,� Z, �', , _ , -",- ," ." � , ", , , �, ,,, 'J"", , , , "� 1 �� : , - - ,,, ,:, "', -, , ,,,,,,,,,, � , - I " " - - 11 , � " I - _,'�', , 1 �', ��, , N�N, ", >�""'�,- , " I Z � - , - ' , - - ", � , � '� ,,,, -�:',�,� � I I am. � � ___ , _ _ � ­'� ", I � ;_ �, �:_ - - �' - � L ",��',"', ­� , ,","', _ -',,��,, __ - I �,�ri`��-��_,,­`,,`c, , _' - , " " ,,,, , � - ,­, . 4 SERIES 426ALUMINUMSW REINFORCED SERIES 420 ALUMINUM SOD REINFORCED CY, 1MI12024 No Yes No WA , L §99-0 ,,'-�,' -, 11 11 I I Number or Nams !il.!!�1511ber-Clssslc � ''I I - - I I ,,, 1, 11 - , __ QualrW As9b ranOc ApprovadiforUsa Aportwedfort.] Produ claltign : In KVHZ Outside HVHZ ' L 1 " , , Impact Deal Resistant Pressure, 5 SERIES 420ALUMINUM 8GD REINFORCED xO. xx9ilaquixxmquot: SERIES W ALUMINUM SOD REINFORCED XM 1ZS1t2a24 143&quC9;0*&qUOt� No Vas No NIA CD 6. STRUCTURAL I 2 and Smol b. Therni Fber-Clal and Smooth -star N..Ina�ItE)M"wao,a.&quot,irr,pgct&q , Opaque 12/31=22 140 Yes Ul compostle, Edge,'Fibeisi-i Do., (Inaw louts x figuration) IV timpacia'quart, Opaque 1261f2022 No yes MomhT 9 iqur =* Yes NA Yes NIA - Composite Edge Frberglas,'8ngla Door with A. 11 WOOD CONNECMRS/ ­ I - ­­ 11-11- I -11, 1-11 11-11.1 USP Structural Conn. see chart "'ZI111111 (inswiflgioUt6i XO,LOXoroXO R...".) S L Thermal-Tru Filber-Classic and sntoqtbl Nominal 6&#3" 8rqyOtImpac*ul opaque i2r3l,2022 No Yes yes NIA Co L �e,Fiberg�;s pulbleQocrYtithor Florida Department of Business & Professional Regulation P.,3.1 ali E Qt=CE ties linswin &ID oi A Or Ol ANCHORS Simpson Strong -Tie see chart Building Codes and Standards 102021 4 it. Tharma-Tru Fiber -Classic and Shinod-Star configurations) Nominal S&I12ill &quot;hnt%acl Opaque 2r3l= Me Yes Composite Edge FibergiagaLSIngleL Door (haWing/but9wri X oonfigurattori) " , Y­ NIA Product Approval Application Detail =:3 -6i (D B. TRUSS PLATES ITW Building Components 1 Alpine Truss Plates FL1 999.1 - FL1 9-99.4 N/A 12/3112024 MiTek Industries, Inc. Truss Plates I FL2197.1 - FL2197.5 NIA 12/31/2022 fintrialleal ! i: ! i 1; : 1 1, i ;i 1311101111M ii 11 I� 1: Z 1 ! laii I : ... ii 1 I i i ill! a ii ; ills 1 i Mi 111 EVEN= 5 a. Therm-Tru, Filber-C,lassic and Smooth -Star Norming] es,ill &,quatinnipact&l Opaque .311=2 No yes yes, NIA C�mpl Edge Fiban,gl6sa Single Door with CD 6 f. Thermal Fiber-Clal and Snmif,Star ,9,i.l�.(�)(1���h.sio�tw,��g:XO.OX-oxO confIgurallonel' Nominal 80i &quot�nrlpacl 12fai= No yes Y" NfA 991111 TV- Version Illanuflictureir Eni , contact Eirtainverg utail Validated By 11211. 2A, VOWed Submitted Dall N-In. Filic Approval Call. Avorayeal Slauts C_ W C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 Edge Fi I.D=Ilaol R,I,As]On Z20 way-Daf1pr, a division oroverhearti Door ason, PE 0.rynsXom!.h JOhnIF.-Scates Jef(MyP, Am :. 1l)/12,1;?D20 Q"J2020 1Q/23a020 lViV2020 Approill 7 Fiber-Glassio Smobtli-Stair eilteal. =191N-�-1-111� W, XX or OKXC) = , oonfigurill c6potallo Cat.g.'r. Ii Do- , (330)M-Si2l PE-�jI1737 (N4) B21-5200 dkOrnISIZwayne-daI1Cn.c - D. MA TE RLA L Cast -Crete Corp. High Strength Concrete Lintels NOA 20-W30.15 Ni 9/11/2023 g. Therml and I Nominal S&#39,8:8quatjmp3tl Glazed 12t3112022 No Yes . yes NIA S.ItCat.gl Si Extarior D-Aa.srl 0M M Commercial Concrete Products, Inc, High Strength Concrete Lintels -FL1774 N/A 5/25(2024 - 8 It Thermal riber-C.I.selic and 8mootli Go mposto Edge 9borgIaaa4$h& Door fil - � - , x ,i,g, on) =,6&1a�9,6.&qZblmPaZt9qudt; blazed 12f3112M NO Yes Composite Edge lillberglass'Sil Door with Yes N/A C-miujan"Noul Evol-ter, ruport1hol Fjords ReglateredArcliffect or 0 1-lomsed Florida PrDtossional Engineer I Co > adelike(s) (jn5WngtCulsiiAnl XO, OXor OXO I 1. h A - , i " , , , ,"it"O I _,F�, _� - , i�_ , , " , � I ---- :, , ­� ­_ ,,,,, %Iir e'� r � 11 �� �' ,,,, �, �� , , � � :,: , :, , �'U�, , __ ,l :', 7 I 1, � , � _, " �111, , I , , �: � , , - � � " , :� �, 11 , , ,y, "r : , � - " I " �, : � , ,',-,-,-`,,-,: � � 1 , 11 , , _ , - ��, - � " ,­ �,� " � �v ", �, � � , � ,_ � ,. , ", � ,,,,_'�e,,�,, ,z ,,,�', � " "i � ­ � I 11 ,� l, ,, , ��"4 -- -,-� . .... . � ,� , , � '' " _ � � ,�, ,""' : , I'� , , � , , , r, " - !,� , _ "', -­ �� ),", _ . " _ - I _-", ,� ,, " " , , , , : � , ,� , , - % ;,'-,,,' ��� � , " I ,-;,�;,-�­,,, " , I , , �, , -11 11 , ',`�, - , _, � ��,�� � ,,,._��,�, , I : I, �!� - , -, 1� "I'll 1­11, -, I I 0 L_ 9 j, ThOfma-Tru,Piber-Clasl Smil -""'u�"48"�,,a,&quot:].*Ot&q�ot, Glazed 12CII2022 No Yes NomIn.11ii Comptisit. Filseplihsalt Double Door Win or Yes NIA Se" I . Name Quality xssw,- Product Destritulol contract E.Inat[or, cars Araloylil hall in HVHZ W Us, outside HVH broad V.Slort Iteal"It Pressure > 0- Y4thq�tSideElgL�(in.Mng/Out.Ang:.)C(Or OXXO 3 VDWIDOM2106#1105 90WI %'l 14039; Max height. Glazing JV31,2023 in fru,"i No Yes Y�s �31.001-�5,1)0 OL 10 J. rherml Flber,Oasss and Smoth-star c,o,nmf,,uralont,,,,,,,,,.p,,,t,,,,,; Glazed 12131M22 NO Yes , c, .. � � Composta Edge Fiberglass I Singla Door Yes NfA 10 8ON'tima200#1123 I kyootdo Il soor.h. 1 O&M; MaxwM. 140#$�9, Mu height. Glazing 1=1=23 Awill in top orintenntodidesoction. No yes Yes �W.901-n.50 0 a< � � 7 I � (Im"rafibutal X configuration) � � 1 i 60=9100182DOMi24 1 66#39: Max wdth� 149#39�, Ma� height. Glal 124V2023 . No yes yes �34A(31-38,30 I I k. Therma-7ni Filger-Classfic and Smecrth-Star NOrnIn2I8S#39,rQkuOt;lbWOlZquor, Glazed I mlirlvn NO Yes , clial 'Viav,i,SrigI9 Dopr-Wth rt)��E C 'ell sni Yes NIA The products listed belowdid not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibrmation must be � 4f availi$1a In top or Inte"Ifisib ibetion, " _1I gl:[F �a ms,� b 0 is XO, OX Or Ol g � I 0 -1 0) 12 1, Therntill FIber-Classic and Smicloth-Star 11.211U01-logni 1 , quot.impal Gland 12i3lr2= No yea Yes NIA less Do.ubleWr*th.or 4 n milable to the inspector on the jobsite; 1) copy of the product approval, 2) 6 I � :3 =Fidi elites llaawolttamng: , ol � . � _0 i3 m Th.rima-Tru Flber-Classloard Smpoth--li configurattmaj Nominal =et,%�catF1jrnp=uut; Glazed Mi 12131= No Yes � 60 S ,Open CO I . I - ngfe.Dol yes MIA - �, � ­- � r , ,.- ­­ ­­ -­1 ­­­- ­­­1 I—— . ..... � ­­ ,.­­ 11-1-1 11 ,­­ I ­ . � I ­ 11 - I I I 111111­ � - ­11 -11 ­­­­ ;1 ­­ ­ ­­­ , � - ... ­'_­ ­­__,_­­ - - _,­ ­ ", ­._­_­­­­­ ­ ­­ , ­­-, " ­­­­ � - - , _­­ ­­­ -, , " ­ "" ­­ - ­-, - � �--­- --- - ­-­­ "", ----.-", - ­­ -, - " - , -, - - - � ­­­­ I ­, � - -_ " , -, � , �, ­­­'­­_­__ , " -, -, , , _­­,_­,_ ­­ , _­ _­­ -­­j � : � Florl Department of Business & Professional Regulation I'll I VI 0 14 n, Themna-Tru Fiber-Cli and Snnaoth-Star (Inswinglottal Nominal 68A3g!8V4X,X1nf1Vqurc : Gj�.ed Molded 12f31t2022 N. yes , Ol 081t,�d,,,,,F,.I,O,�,�l�-Slnglp.�).�vm dedops E , IZI, aaaa. � d I. ii il nswingioutswing: ; ye6 WA �__ ___ - I � 11 I ­ - 11- - . I -, - I I I - I I � � I I __ - __ - � . 1- - - - 11 _1 I ­ ­­ I 1, � - _ , � - __ , � ... .... � _ � , __ .", _ - - -, ____-, ___ -, __ ___ ___ � __ t_ _ '1_1_11 , �_ . ", _, "" �- - � __ � , � i i__ ____ �____ 1_ , " ,- I., , � __ - i i , I � I. __ � . 11 ­111- _­­­ _­­­ I i ­­11, ­­__ ­ t � " ­­ I _, ­� � � I � Building Codes and Standards Product ApproVal Application Detail WMI < S_ 0- 15 o. Thermal Fiba,cli and Smooth�Rnr XO,OX rOXO�oorif�gural NdnnIm.l'(�93e&&,..t;hmpavt&quo� tlgzad Molded 12MaD22 No Yes �­ NfA � I I __ - __ - , - , � - I I -1 - I I - 1. ___ ___ - -.-- -1 __ . I- -1 l I I - - ­ __ -1 . I - -_ - --- 11 _ - � ­ � - - _ - ­ -_ - - 11 I � .1 - 11 --- - -1 I - -_ � -_ -_ ..- I - _ __ . I � I � (D . . rglass Double Doorwhin 01%1= =1ze-nd, -,En S 1 dneil 5 x I � I � 7 � ; � � . a) 16 p, Thermal Fib-CI-io and SmoO9,81a, I igli: (I Mna MorO _ pq Oral ' " "' N.t.gi"�1.11'�1W.'8?&�.60�P.A&qu.i�, Opaque 12i31=22 No Y.. Yes NJA , -11 ­­ I ­111-.11-1- � � _ , I I 1-11 I— � _� . I - , I ­ . I I— 111­1 I I - I 1� I ­1 I I I 11 I � � 1� I � -111, I I . � 11 � .11, -1 I 11 I - - 11 I_- 1- � I 11 - � � I'll 1. � -_ . "I'll" ­11 I � � - �- I I I --''-. .- "I . ­ 1. ­_ . _. I I I ­ I I -_ , 1-11-1 li � , - .1 - � I I i - T-oa Vill Man.f.chu Entit, Or Erohn.. & LI-I Dat", gets V.Hd.tw Sollemi Date Peril M A,,,-1 Vil Aidono�d Status -+--a M Composite Edge Fiberglass SVirgle Do.rwith Molded I open Smsjtai(s) (InsWng/Q4s,,ing;XQ. Ol wrifigbrialionsl , � % I I I � ­r­­1­_.­.­ --- �' ­_­ , �, ­ __ -1-11- 11­ I 11-11 ­­- ­ 11­­1­1­1­_­­ I—, __,.­­_­,1­_­, ­ I.-�11--l'�,�'ll-l�,�----,��,-"�,�-11-1 1-- "I, - ­1111 ­­ I—' 1, ", ­­ -Ir ­­,,­_'1, il- __ __ � I 11-1 ­ 11-11111­­7 1-11 L__ , - ­ ­­ -, -1 ", I ­ -, ­­­­-, ­ __,"'." "" ""--,",I-11-11"--L---11,-�---;"'I '�'1111,"-�--"'�,'.'�l",--"-l�1--l��� I � - , - - � -1 I '­­- I , ; I � � I Rawlsion =0 pul Piyialm oTAADEL Inc � ., � Doons =='z000rcompon" Tom Ral ULLLC Troy Bishop, P.E. I �641)494-2813 lWj r,4?-089Q _.nuayQ.e,uar1oy.co 12M W202D 121alino2a I I 12ZI2112020 Appromd � I I 0 M 17 q. Themral riber-Clagsla and Smooth-Sbar I'M VW12= No Yes =11ZNII�l xlll'.Zall'2."112�11ltulao yes N/A I w I I � . � Compliance Method: Cieliffication Mark Or Usting m to m I r withol lazed Molded 00n,Sidelite. I . � __ I � _ � , _ - - - ___ __ ___ - 11 __ ___ - . I- I I I � - I 11 � - I ­ __1 . . ­1 I _­ - ___1 ­ . I - _11 . ­­ I -1 ­ ­ _­- ; � - __1.11 .1 ­­ I .., ­­ I . ----. I ­ I ­_1 ­­ _­ _1­ ­ ­ � .1 1 I _11- ­­ __ _­­. � -,--- - __ - ___ __ *"- - - , __ , " �, , - ___ - , -,-- - , ''. _ __ � __ - � - - _ , � -, � � I v_ I_, � ., - - I— I - � ­..." - I I : � � c I ". " �is"R'k46 I � ", I , - , - " - - " r �, , I ­ - __ �, - �' "' , � ", L ,�'� !", �, v�, �_ , - Tl� "�',,, ,-�, - "" 'I, " ", �, :--,,,'�,-,�,'�,,,"�'-',"?',",�L� �-`�'-`,��, " "", , ,,,, I , , I � -, ��,­,�',,,',�', ��-,,` -,, - - ­ " , , �11 I - - "', , ,,,,,,�`,'�,,`�­i,� �': '�� ." ".", ',�,`,- -,," � :� � �� ,J �,,�", -, "� " �, . �-, ", Z ." 'j,""Y -", i,,,`,��"�,,' :, '_1111,11'11`_,�,�'11'11" �'� -,_',-�-,i�-"., , , I I I 11 "', �-, , � ,`,'� -, ',-��,l ��`,­,--',"g"-r�',� -, �, , � - ,,,��,,,�,`,�" �_,,�,,,' , �10 !, , ", � I � i ., _ , , ... I, __ � �,,,,,,,,��,�,,����,���,-,�"-"",", ,- - � �, - - , , � "", -, - ��1'1_11'1 �'1111'1 = < (ln&Wng[Oulg,Mri�',XXaQ$XocbnligUrotlons) I I I � - . � � 1- " - - I ­1 I—— I 1­1 ­ ­ ­­- _ ­­­­ I , ,,, ­­. ". ,__ __ � ­­­_'­ ­__ ­ ­_­­ � .... � , � � .- ­1 - � - _ I—— I - -1 ­ - __ , , _ , , , _ - , ,- . . ___ - , .--- - . - - - - � I APPUCANTSIGNATUF;E �­ ­ � ....... - , �-P 1-11, L I— ­ I 11 ­111 1­11 1­_'_�_,_,; ­,­, ­, A—- ­ . . ..... -, _­­ 4­__., _­_, �1­ I'll -11,11, ­_­_ �___ _11-1-.1" .- ­­_­ - ­_ , , ­1­1- 11 I—- 11 ­­­­r,­ , - , ­ ­­ ,, � ; L - ­ __ ­ - I � DATE � 4_­ ., � I 1,111­1 � ­111, ­­­ ­ ­­­ I- ­11.11 -1, I � - _ .- ___ - ., " - , � - _ I ­1 ­ �11 _�11 - - , 11-11-1 . _, , " ____ - , I l ,-- _ � - , ,- . , I � I-- I I I ­ � 11 I I ____ I 11 _� . � � I j � I � ­ - 1�1 - , , ABU 1 , - �, _i�, l� _ - I 11 " - - - - "" FrittlucIPAprial.flumberwill- 6PT. Xr, ?V. 747,757,77T, and 647 Single end Pull I � Doors �, ,��,� ­!",', �-_­ , � I Qualltifissural Product Desol Coral EuAration Data Flush,qlallad. a" Lotivel ming(eand palre of 1261&625 hollow metal dol � ApprayedforUser Arigrovad 1, HVHZ ysl ,�",, - 11 � for Use Uutsid. HVKZ ,tal , 11_1� I � � Impel P29M flinsistairl, Flnussure Yes NYA -0 0- �- . ,.-. L - � -_ , ­ - ­ ...... %, ­­__ _ ­_ �­ ­ -, ­ , L , �­ � '-,,,,, ,, ,,,, 711, I I I � � I I'll, I - ­ - - I - � ­1 11 I I I �, ��, I- 1. - I ­ � - I I -1-1 �1. 11 - -1 �, I I �­­ , ­-­­ , I 1, ­ . I l , I I . ­1 ­ . , � ' ­ ­­ ' . 'L. ­ ­, �� , ­ �,­,_ 1-1 U 11 1­11,1- z<­­ I 11 � I - - .1 I 1, ­­­ L , L " , " � L, , " , _ " " - ­ , ".- __ I I I I 1-1 I I ­­ � � ­__ '­ -, - ",_ _-_­ 1� 11 I ­_. - , " __ " _­, 11 I I ­­ I � , ­ I -.11-11. I 1­1 - - 11 I ­­­ 1-11 L ­_ . -1; i I r -111, 11 ­r ..­, , ,r L - , ­ ' , , . , L ­" ; � i 0 " M Florida Department of Business,& Professional Regulation Building Codes and Standards Pea. 17 a I 1=71 - - I - - __ - . __ ___ � I ­ ­ - _ � - 11 - __ - - _ I I - � . 1. -1 . - - _. -_ L I - . .- -_ - I -_ -1 - -_ - , - .­ L.. I - - I __1 ­­ - - - .1 ­ I - _ I - I ­1 L - . ; 1-1 I ­ L ­­ � L ­ -1 � - - - � -- - -, I � " W = . - ' ­ . __ I I I � i � I � � I � L . I � = Product Appi Application Detail __ ­­ ­­ . ­­­ ­11- L I - - . I . I - _ I - . . - I . , L - , ­ I __ . I ­ � ' - ­ -, ' - ­- L � ­ ' - __ L � � ­ - - ­1 ­­ ­- - "' ­­- ­ 11 � ___ I � - - ­ I 1-1- - 11-1 ­ I ­ - ­ I _111 I - - - . I ­... - ­ I I __ I - ­1 I - - ­ I - � . - . ­ I - -1 I I . L ­ .. - Morlda Department of Business & Professional Regulation Building Codes and Standards P.ge I �12 I =21 < a) li i j 1 R i I I � Ilial i i I 11 1111�!Ii;�Iljlaiiwill Product Approval Application Detail QW1 WI 211ft we Data Pirlidli 292 Z TV06 Versdon Manufacturer cbritac: anabil 9 ucei Validated By Validated aullmliti Iliac Applerial Aporiw Status < RVARld,, ZD20 PaT Industries Cal.gqry,' �40rlor 0.9m J­ Roeroasid Henri ROCO - CER Miarrii SOCC, � VAL I I it It= 210 ­1 tal (e4i)48&OIaG (7416) 315-2590 1 1 QV20 20 Approved C.d. al Malle ol Data Pending li _j sultiodenorii sliding E�larlor Door Assemblies 1-ld@Pirtni mm Version W-fael Contact Enner- & L_ Validel Ely validated Submitted FBC Andri A-miled SN't, a- Coagillance riefirtnt; CartKcstw M.rk or Ul - Rolvislon 2D21 "' Wh" p i Brant S111hil American Arelift clux4l Slawn M. Uitch: Or " 1 1 /171?020 11117=20 1112712020 Approved L , - -,_�--, " , � I �,� "' , L, �, -� , ; I , , ,�, _ " ,, , -- , ',,� , - �111`� , I , - � ,,, ; , ­��,�­- -,-, ,-`�,i,i ,-­-, " � ; ,4,�, � ,, " � I , � , ,_&, " , - � , �­ ,; - ,,,, ­ - � , " ", - �,, " - " �, _5 I I I ,,,-, �� -0," I � , , , "", � ­­ , _, ­.",' �' ', ", "� , "I , , - , ", , ":L '­ , - ', - ,� � � I " , �, �,,� W,,"-,, , , � - ��"P, �"" � L - 1 , "i , - , """ : - - _', � ', � :'L, � ", � , :, '' ,�� I'll 11 1, � � I . I � � � ,__ . . . .... " , , , , , , - , r" , �_­ ­' " �� ", , , , "", � � , "! X " , Z I ,� , I � I I ,�� ,,, r,- , , - I , "",-, L, 4, " � "'�, , Zl__'_'__, , � .... � , . ," ��ffe� ,,,� "� , ,_ ,�'�" r , _ "I ',, , " , , � ,,_',,R,i,",,, �, � :� �l, , _ , , - , , A ��, _ , I "I I � , ,,, I , ��,' � , ,Z,�,,� , :,,,,,� ,,,,,, �� � r - , _ �,��,, " ", - , , . , 11 "I I 11 r - � ­­ ,- , , , " S "I , .aa.;1,aZ'*nO SubCategorr. Single Hung I717)36r,-=0 M-fiel Posodiii (TI7017-8454 b%rdinger,Qrl SHEET �0. 4"RyAaaurai AtioroM for We Approved fa liffl-t RLft Carl Ifleal Caffiloation Martt or ul a-clis Nuni x wan, ��M!ga,:Kasl* Impact) Product D-hri I in li 'Outside HVH Vinyl 81!qing 01- Door U411qO21 YL6 yei Real P-sure Y.i i 1 I $009 2 Product MOW, Muni OrNarne 19,5 SH A side il�gL Product Dwription eallon SW2 FINI'lange, Frame Gli Sing]. Hurit I D10412023 L.,*.fvd Gk,a Approved for Use i In till No Approlead for Us, "Side HVH1 Yes Iffifillot oll Resistant Pressure 14. �so/_Ga PA 1.0 I Florida Department of Busire,ligis & Professional Regiolation I P.R. ON 9 Florida Department of Busimess R.Professomal Regulation Pawal oil Building Codes and Standards 1125IM22 Building Codeswid.$tanilardt 110i Product Approval Application Detail � . � Product Approval Application Detail nomm� �-000 crift 0 ullgil !Ill 2& Date is I ii,illi,iiii,grgEm,i�;;;i Data pending 111,111111IF1111111M 2M. III III � I Iii: I I I I i I ;: I g � i I I I ill @11,11 !I I i�iiiiiiiii,Fljllll= I � I= Version Manutracture Court Enalmser 4, License Validated Validated Submitted FBO AMIMMI Approved Staft; !Iii E19W 211 ibt.- Dal, Plimudin, -0112- Revision 2020L Thacima-TW C"Pqfil Stuvei,la.psnson Lyndon; F. Schnfidi P. E Ry.oJ. King RE 1 =712021 OW186=1 10113= � 12N512021 App roved Rft version Aw"facliturer contact enall 4 UderrA VAl"Ad 3V validated Submitted li Approval All artal Category! E�rtariof Doovs (800) S4,",:7l PE-43400 (813) 767-6555 11 I Affirmation ZD20 POT Industries Jan. Rael Warol 8i - CER Mil D.de 13=0 � VAL I IMM20 11/95=20 Tlfilli!M Approved, SubCartlail aWnsi no Exbatlor Door Assairl 9 I I I a pers&m;t0hermaIru.00 . C.tagj.n�,"nd1X1s (0,41) 48il q8ti) 315-25", I " ;,ogrigiflinceliterthrod: Ey,alluotgriRap6rtfribirnalt m I libutiCohigury: single Hung irosowsitgPorindustites'o Florida Registered Ajronrbaci'o�a Ubiarl Florida cor-rielfience, Islithed: Carlifibiliflon Kil PrUl On It " - Pr�fiaslonal Engineer � , I , - I - --�-' "'� �� -� -1 -� - I . , , , - ,�L��_�' I , - �' 11 : i �', � - �' ' - ` "", �' --'-', � -'�� I -'�":r"L' � - - 0, ,, � , , � :4� 1, �� V�"'l , , " " -, � 1, '�� I '1111" I'll, �' : �' , I , : 1 - ��� ' - I . �- _"- � , , ,,,,, � � L' I , - -- "� , -� � I � , - _ �, � i 11 �'� o ",t"'�"', -'1-'1,'-'1,','�1'1�l-'--' � " , , "',',.�","�'�',"�'�- "� ,, "I �' " '-" �'' 1 ","", " - , -�" - , I �__"'�_ �' !I, , I " '� ,� - , , - ; �� ,'� � - , - � - " _ � _ i I I � , _ '2 _ - - I �, , , , - - - , _ -� � -'�' , _I �� I "�, , �� ' �w ""','--'�f,'�' �,"r" �, ""�'�'L�;�"�-���'�,-��'�%��,'; : � , � , � �,_ � , I ',,, , -� , �� �� ,,, " �' " P '�� , 11 , - '; �'- , , -,-, � "'' � , - - :'�,-'�":�-,,�-,���,�,--�-r,"-'�-",- � � "�- r ,',_ - �I'� '�� 1, - " ' �� ' � � -,;' '.-�� - ,-' I I I , '�' �,' '� , , I i �'-"""' ."l- � ' � � � : � : e - - - -" � '' , ��-�' , � , I , - , � , : � ;� �� " , � " - ' : , , , �" , - I � -1 �', � "�"' " I ,L I , .1 � ,I , ., , '�� �''; r ", � � , , . ,�; , , , , , , . I L � I � � _ , '2'?, � , ':� ��'' ,� � - �; I ' � -1 � � �� e ,;" � I I -.' I I , � I _v-" . .:, , � I �: -- " , -� , - " rl I ,' 1 I : I � � , - . I - - " n! 1, -, , - "'�' �� , :1 " �'- ,-,- "�� ,,,, '� I , � - , �"�- " , : - , " , � - "," ) -��'�,-',� - I I .1 ��", 'r I -­�"' ". - �Z " - - - ; , " �� '­ L I I I - � ' , "� � � I- I I :� . , I - � , , , - _' _' � 11 Quarts A-urrem, ':" , Atura-d ll,rij- A-vadforil Ill Deal duallIvAssurill Amortavadjortuale, AplinoVedfariLl Imew j2I $009 ProductirocreLliumberorala= piml 2mripton comm irwirstionpate I'll HVIIZ outside ReGistarA Pressure S-X Product Model, Nam bar or Name product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant pressure 2 SH550<1 019. Mli "Pact) VIn)ASIa ,9F, Hung Winclov. (17mr-1025. Yes, Y.. Yok rUA I a Therma-Tru Filber-Classic and.strinclothi Nominal 6i 8quc.t;Non-Impuaot&q,ot; Opaque jW112022 Composite Edge FbarliIhas SirrafieDo6i No yes No. NIA 2 1� Theirma-Tru FrIbler,Classio and Sonocil [InuvAN)OutsAng;Xcwrf1gurl , I � Nominal W39;8 &quatNon,Impac1&quot,Opi I W-IIX22 Compoetteridga,171bergol leDocirveith VC0,;2 No Yes No N)A 3 d Therri r1ber-Clatoco and Sinbothi I , � I O�Ko Sjaerita(s) tjraW,,,Qut,,n,, I -mogiumbons) Norintrusl 699i &qluot;Ndn-Irr,pad&quat c"que 12K�112022 . Fiberglass Composite Edge Couble Door vAth ot , No, yes No NIA 4 d. Thermal riber,Classic and Smooth -Stair vvthoiii sid-alites (IrsvArlriOubaWnil : Z', Y or 0)= configurations) I � Nomilml 7&13Q,,0 i1quot;Non-Imparal Opaque 1213112022 CompositaEc�s Fiberglass Single Dow No Yes NO NA 6 eL Thermal Ffiblar�Clmusic andamockh-star (InsmingfOutswing; X configuration) N6t�fr4afTM9�,04qt.b�N6n-lmioO&4upt Opaque 1`213112022 , Composite EddeFbalglassehIllieDoorwrit, No Yes No NIA 6 f. Thernul-TrU Rialar-Cli and Sirrhooth-star Sdo*ili) (thrvAnpiputsvArul OX oi OX0 wriRawrodions) I Nominal s&#3so&quctNo�jmpaotsqul 12�3112= No Yes No NtA, I I Florida Department of Business & Professional Regulation 1 P.O. 1 of 1 , C�nVotft��OgoFIbor,giw.)s,SfngLDo�Dr ' Building Codes eirrid.Standililrds iwozi 7 g. Thermal I'llear-Clasak, and Sin-l9oth-Star (I"ventIlOuts,will X configuration) - Nonrinal 8A#39;0 SiqllotiNorn-Impaictiliqui Opaque 12al =22 No ye4 No NIA Composite Ed oFiloatillossairlite.Gotil I � '9 Sidpliti 0 In swwOurtswirg: x0; Ox or OXO Product Approval Application Detail I i;il 11:1 I 1��@ I I I I I - I !;I iiii'll,lill!llllllll�ill��l�l�ilililillilill'�lli�ililill:I III ;;!:ill! iiiiiiiii,:Iiii':Ili 11 Mimi I i, iiiii iiiii::::: i ill 1 8 h. Therma--rru Fiber,Clasal and , Smooth -Star coirripirsticti I 11 I Nominal 894ag;GAquol mpac*ul Opaque 12AIM22 N. yes No NtA C-40 Eli QAI -4 Date Ferrol Ill Cornposil Edge Fiberglass Double Door v,ft or 'A*OJt Wall 11119dirg/OlUtIVIN11"I XX of QXXO ,onflor,marorrij T101 Ve,ton Ifiamefeetur., r Contact Iii-i & uo� validated EW validated Submiltusd P80 Awrobnall Aplul Status 9 I- Therml I'llogn,Clasao end Smocilh,-Spar NI %#W6, &quotNon-Impect&qucIl 1'24V2022 NO You No NA Attention 2099 PGT rigUstride J- R05-i 1A.mr-D.de, eCC0 -,I,�IZR Mimi RCCCi-'VAL 1IM12M lipwilm 11/1 V2020. Approved Cumposhis Edge FitiIi Single Door 1 . � � C#lagory-wrdll I fil,41 � 466�01 OD qlss) 31572500 I (firkswhoCutswing; -A configuration' I - I ffUhCs,e�aW-'Fh16d Incea�,sklopilrinousurai � . I IQ j. Tharml ribbt-Classicancl Smoorthi N.Mk*al,e��;846ot;�on-Imo,�MqL[Ot,I Glazed 12GI=22 Composite Edge Fiberglass Stragleboor with No, Y.. No NIA I Ill �'�' llorrpllbn�,thod: CBrIli rural be Lasting � - - , . I 1 - , "� �-" - � -_--_`� ' �' on ,. I . '�� I- � �'-'::"- ��, '� '�' 1 � -�' .� - - 1".�"1--,'1f'.,--1' kl,"� I- , 1, , 1,"- , - � , 11 i �: :"e: - -"" , - , , , " , �'i "I , -, � - , , .. ..... v""�� I", I I - -',' j I . ,' � " �.4-' � 1 1 k Therml Filber-Ch5sio and Smoath-Star Sidalil (Inewng?Outs,Ang; XO, OX a OXO configurations) NomwoJ 6030;8 6quotlsloir-1 mpactliqui Glazed 12alr2= Nc� Yes No N/A iit� , � � , , - � I -�: �21 , 'I', - I . � - I I � � I I , ,� f��-'- , I I - � , ', - : - � -- - . - -1- ; , - I ��'� � � �" -- - ---- Quality Agame- , � I .1 -i 1: 1, :�-' - � , ' ': � - -� "I I I Aborovadfallsa Abonevadfoxii, , - � - -'-�'-- - - -, - bei �, - � , .1 11.0- Composite Edge Filbouglasas Double Door �atlh or 9MA - P',duciDeecripflor; r,ti.n Date 2211131I In III olAord" Resistant pri,suarre widwsideffles, linsimirgloutsmirg"XX or oxxo 6 PW-5=tL�r9aMIWI. Impel Vir,t4 MedW.d- Yes Y.. ,e-. NtA 12 L Tharma-TwFiber-Classlo andiSitiouth-St.ir I cortl&rklionsy Nmkiat�&#40;0&quotNon-Impac,t&qpQt G4al 12131=22 , ' . Composite Edge Filborillwas,sn'globi No Yes w NA is m. Th.-.-T,u Filo-Chassi.emidS.-thl "It"I'll"(0ulal K.configufati,m) , ", -17999;0&qu.t:N.�-1,�paa&qu.LGI.z.d 1MV�022 Compmiterdgoriborgja�Sihg[eE)ODr�'�th OX 11J. Yes No, WA 14 - r. Thermal Fb6r-Clusl and Smooth -Star SidslitsiI.) i)h.Wrg`O.tsvAr�tr; XZ)j cc OXO --infigurattions) Nornflinal 8&#U;0 &qu.l;N.n-lmpaat5q.ol Gial 12GI12022 Com" Edge Fiberglass Single Color , � , No Yes No NfA 15 o. Therring-7ru Fiber-Cfal and Smooth -Stair . t1roM , ngrfPut-.wPl corifiguirall N=hW,B�.#3S;C,MuotNo.�Impa,ct&gubt Glazed 1WI12022 Comporibe Edge flb4ugass single r sloth No Yes No, NIA code TV- Vare- phimul R.via- 20" MI Wol opera Category: will 4srb4TQqqrY.wH0dZ0ho)I ,slid . 60inpran" whithod: Certifil MarR x �jsdntlr 11-- A Product Ifisdall. flumber or N.- i HS Is$ Fin end FI F,- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approi Appildirticin Detail antity or Date 2" Date Psnoll Counted Emilrel Uica- V,Ildl & . vwwga.d actual FlICAtionsival sent.811hoer American Axcliftectoral Seven A Vi PE 101tril 40ma/2= '�l IZ17) 30l Mim.f.durars Association PIT) 31T�1!5454 , bsittintioramM,d.com . I I �11- -11 , , ' ' - , -- , ,,- I I �'� '�� .", L" : 11 " � I , - ,� � , t A ,' --1 � I Ill: , , - -41-1- Y'� I , ; : �, - " " , , , � -- I I � '' , " �' - , � , � � n , , " - '�'111- I - " �' , ;� ��,', , I , � ,� " 1� , " �' - "i -'�' ,�: � , 11 I", 11 � " I �,� � �Mw , I � r _ " � � , I 11 � , " Quality Assura- ,� , , � 1 � - , - :: " ."', � �"�' ,71 � I ':�� Aborievildfortin Antumed 'P , I "I - , r, :' , �', I , �, for Use ,, v�"� k' . r, _- . - � , I", I . I . III Procluct Doiscrinfic, n grew 1, HVHZ outside RVHZ i4i 7ax,621nsuladedGess 02/IWM No Yes I Florida Department of Busliness i Professional Regulation , , I I Building Codes and,81anclards Product Approval Application Detail Pool. I ot'l i 81201 =Prw.d Dual P.-. +W-55 P.e. I v`1 1 Isi r9" Entilty or 2dI al yl-:P&�-' 7V-s vorallon Manufacturer Central linelinger A U."i VW[d,&d all validated 4tub, I&J. iii RaI 2WO MI Vsurd.k,eand 06.. gronfartini Luk R Lomas, PE Steven 9. Ul FIR lorwo2a io,00020 itill,04020 jpiBM,20, APpreved Ced-ril, WIl (117),3,85-3301) PE-62614 (717) MT-645.4 Suboateal sli b5ffljn9i*.rW�*om I Conniollouroilirluelli 2valuill papal koftla Poll R,46bannial Archttact or a Licameed FIcI Prorclusil E�ol I � -- I � I -'- -1 -I- � �- I 11 � -- I - - ---, - - I . I - -1-, - r "r ' I � 11 - " I I -1 I ,- - � - - I � - - I I � :: : , , 1, I - -� " I ,� 11 I . I --- I I , ." �" �kjij�itljeiig �f � , - - " � , -" - , - � '� - -- �� � I I -- - , � I - , � -,-, �' -,----, . .- , ': � - � r , �� � -1 �� �,Z'�' - I _� 11 .- '-, , � - - --- I I , , � , , -� : ,,, - -11 � , I Quality Amulars. � I I - . 11 - I , , , . �' .- - :' - -- , - - � , � � � -��" - � : - - : - , . I - 1� " I Ablarinald for Use April for us, -killilm D-Im alle" . Numb, or pl- el�'Tl contract Eackeff- oat, In HVRZ outside HVHZ Nam Prossur, 2 6784 I run 1200624 No yes YN, X/A 16 17 1$ $delftai(t) (InaWng/OutaiI nIquartions) P. thermal Fiber-ClassIc -and Sminoth-Star Norrinwi�89AII &quot;Non4mpal Composite Edge Fiberglass Mho , Ut Sidoll fl,awling!Obts�jhl u6nfigumtions) , q Thermal Filbar�Cesl and Smocrth-Star Nominal &WU &quotNDn-ImPad&quo�, Ooriiposlba Edge Filbergissua Tmn�m(in�ingANAa,Mng;=c6�fi4�,.fion) r, Therml Fiber -Classic aintl Smooth;Star Nominal 69itil &quotHon�mpac%pi XQ OX� OXO Glazed IMli202� botibia I%& i�ttn or . C=0 Opaque 12131 t2O22 Single Door with Opaque -12fS11i No No NO Yes Y05 Yes No No No NIA NIA NIA Florida Department of Business & - Prof susiolial Regulation 0 1 Building Codes and fthdards Product Approval Aplakation Detrall I Fee. I of 1 102q2l Florida Department of Business a Professional Regulation Building Cod",and Standards Product Approval Ap plication Detail . - . page 20 2 1VM2021 I - NNEENNIMM"ei Cc& emlity 20A Date cars Pending Ill 110 III IiIIIIIIIIIIII1111111111111 ljl'�Ijll 1 III Ill 1 1 1: 1 1 1! 1 I 1 1 1; 1 !I 1 1 1 1 -.--- 11 I I ,I I I! III I I !!I 11 11111� I I I 10081M 2zi Isit" or Date Da" Pat, pending b1b C-pesibe Edge Filicaugh-SingleDoo, v,iffi I= vurelan M,-,f�dv,r Enumeal License Vaild-hed W valroated submitted Fill Awrill ftoroved allul malk Verwoun 11-ofei contact linsainaer L U-.- Validated SV Validated submitted F3C AgIoDaviiI &Ijk0Aad 2" Sid.fil ..,I Trantiorri CIOX or ol donfiguri'di (1-linglOuiII Ol . R".I.,, 20210 Jilim" 1-hordlo'liviii produlicle. rm�. Chad Ul"49 V. Andrew Ton John southord.,RE, 01/06=1 12(144020 01)"q021 citing '190 Apon Revision 2020 Aside III Thoel Lyrd. F. S.h.ki; P-E�, R�,m J, King, P.E. 07ilmo2i 0211=0[21 0i 110tV2021 Approved 19 a. Tb-,ma,Tru Flpar-Qlasai. and ��mpdjfi-Star Noi 9$"IIS?&�uol Ncn-Im0act&cuotj,Opaque 12t3112022 No yes NO NIA I cavool panel y1als (9i 545-uso PE-81062 (.152).307-o2a ftatagw Panel Mill I 91i P&43409 I913.) 797-GS55 Composite, Edge Pflberljlaeasrgla�Dti lillutioupetioll Guing � ch.d.dIaroks@1-.hard sigWalregI Swes , � '' irthompsonlieledill... Sclisite , (6) �Irl-AnglOu - -l- - x �,Jrii XQ ` Q,X ol� 0 0 CouiplantoMethoo:,Evaluallon Rcipon Iowa .-m � C4, 1)41�et,m�thpd�rv�iu�timmaporttr�a " _ Continuous'Head'ordaill co;figur'"'.") , 1. Foridel,'liellsfaul Arotill a Upliffried Fori Flari rit6glisbireclAr0hootor, Uoaha.d Frol 20 t. Tharrrsa-Tru Folar-Classo and Smooth -Star Nc.mlmlg&92��,D&qtmt;N6n.ln,Ogel&qdot Opaque 1213WM No yes No NJA Pfolo-ol Eirtillmear Pir.hassuprial 6gines, Compoeto Edge Proatil low Schellibi OneWnglOutswing; Single'Door Wth XO, OX w Ol I ,,,, I " � P' ji� - i as , �' .-��' 111' "I", ,� '�� -�� " �' , - , � �' - '�',�" -,�- 2� �,' � : ' 1:. � I � , , - �­ 14 , � , �:� - , - " � � I ,� I , "; , " � ' 11�'-`,-"'-"�"" '� I 1� � il- "','-""'�-�'. I'- "'��',rl- -, n � - -�-- p - '-- �' , - � 11 , -, � , �, _ � , -- 5, , , , ,%" -�.' li� , I � : � I I ,'-', � 'I, � i ,� � 11 �, �' - � -n, , - - '- -- -, �' "- - ­ �, " 'A� � �"�'�"" I - , - - , -- � �'' "I . � , `�"� , "':� , � I I �i- . � --' - � I ,,,, - I - � .1 :: �� -� "- --', '- - � � --'s-, �� , - �: - I I ---'---'-"' , , � , , f ; � ,� �� �' "I - ," - I � , - �- z�� ', -, � � '� , - , '- ,� � ' I ,�' � - , - �' � ""''," !� , �� , -;.-, " , '�' , , )444"44��W" 1 , - " '� ' - I - 1, ;--, ""-"�-"�',� ,,, � ��:� � -""','�',�""',,'-7g ": L- � , �� ':� , -" ' ' , � , "�' I I � i�-' � I '- - " I � ��' ,. - - , � , - - �- I A -� - -, - - - " 1: ' ' VAMW 7 � %11 ,� ' l�' '� ", 'E", .,�' , -, , -, , . �' � --, , - I ��'�' - . , ". , , I -, -1 � �-' . . .... ",",-, - , - -, ", � -, - ", - , , "''�' �'- -ie I , , ". 1, I � , - I , , - " � � , � , , -"-',' � - � , - , �' 0 , � � e . I I -1- 1-1 " ' - 11 "I - -, - - ,� , "1-4 -K"�,i� -'A- , - - � � , - '� " I ' - �` �' , - 1, � :�' Z 11�1 i � � . ': 21 Continuous Head and at J. Thermal MW-Claull arud.Smooth-Star NoInnina l' 6&93" &qtj6t Composite Edge Fiberglass I confrituraborl Non -I mpachilquat, Glazed VM1�2= Sk,gia o � oor�vttn No yes NO NIA 9-MA Product No". Number or Nar" - QuarriptAssuirance Apor,"Ifforilso Avorol Product o'scriii CoMixt E.Dirsucen Daw In for ]Jae Out" HYM � lMDag ID"tw Re Pressure seal ProdUct Model, Numb-1 Name � - , , I , Quedil A",mar" Amol fol, U. Proell Masorl'i Cardlad Eleplin.11-111i I HVI I Awrocat! to, I oweld. HvKZ --- Impact P6.141smit Delilion P—M Sidelftei Qnsvoinglouttil XO, Oxor OXO I Campi Lap Sting ib--.t loo,iding 12J3i?2= Yes Yle, NIA NIA 1 &'itcluct�TAII sort � I Vent or sell VW aoM I 2131 r"3 No yes No N)A Ctmbrolous Hind and Sill configuratiorl 2 H-rdePlank Il aldl.9 4bar--rit top efull fwillmn' Yri Y. N /Ar WA 2 b. &quc�-,0�Jr4ma'T48Auot;,5Mt v.ri Saco vru�i scre, 12MIt2M3 No I I Yes No WA 22 v. Themno-Tru Fiber-Claasicarrd�.Smmthl Nominal 6M9;0Aquc?1:Nomltrprrctaqvct , Glazed 1 W112022 No yes No N/A 3 C. Ilquet6rionlortair Mribege, suspect m.a:.som I Vent oi vini strip 12nlaon No �us he 01A I - 7 Corl I te E*e Fiberglass , single Doo`r,vith 4 d: &Quck-.Qs&-qQot;Sotf Vdirrair Siolld Vol Sore IWIIIQO�S � N. yani No NfA siderittl It ri si,Mnq1OutsMrrl XO''Ox or OX0 5. P. liati I hwar loak&q..t, $.iffif Ventor Scildivirtlectift 12)bIt2i No vo� N. NIA 23 Conflrruobs�ksad and Sill w.'rhoTme-Tiru Fiber-Clasiall Smooth-Stor Nominal e&4$0,,O.&quct*,Non-Irnpact&q�bt; configurations) Opaque i2/m1Z0;i2 No Yes No NtA 6 I &q.-t"Sil sp.." soffit , I Vent .r sold Vinyl So* 1 Wl&i$ No Yes No KIA 24 25 I I CompairtaEdge 'Iteuralass SIcIoia,(Q.#n rijil0vtol evA oonfliturattorl .x Thermai Fiber-Classicarrit! Smcotl Nominat8i ilquce,Non-ImWaqum� I CompoeteScige Fiberit"DoorParefeArdi adalite(-) onswirgiCulisviling, .onfig.nafirm.) y� Thuarrna--rr. FIber.Cliass. and Smonthi Nominal 6&"b;84itiquot:Ncin-Impact&q..t. I Door Parialsvoith Vented . , ,)W or XXXK , �_ Opaque 1,2t3l/2022 Vented )0(. )Morx)m Glal 12t3if2= i— I No No Yes Yes NO No Ni I 26 27 " Sill - z: Tberrha-Tru Fiber-Ciarslicand Smoolb-Sibar ". GonnIpostiti I'lloergigS&II Sidelill , ) (1ntMmWOu&%,vin,l conriguratt.rus) I .a. Therme-Trul Fiber -Classic and Smocith-Sair Nominal eU59;8&quorN,m-ImFaot&quot QDmpol Edge Fiberglass 00, Pon Verbs )6(.XVxor>OM' moad&qLmt;'GIazed 1213112022 1 1 P.nelsl�rlrw Vented I )6<� xxxor xxxx I . I I 1 Glazed Iwl/21W Sincle Doci 3&l No No Yes yes No No N)A WA Florlda,Departmont of Business & Professlonial Regulation Building Codes and.Standards Product Approval Application Delan Page I 01 101i Florida Department of Business & Professional Regulation Building Codes and ftridards. Product Approval Application Detail Pul art � M1,021 lisile: !it iil,!i,:�ii:�i�l momillsomm ,I i I I w: I IMENNEENAMEM 1 1 1 EMOMMONEEMM � � I � I I 1 I 1 a !!!! I i! ENE=! I a � 11 smyjmmmmvmNmm.930M I goommopmERINIOM I 1 i i : I 111111111111111111111M 1 I � I 1 I I 1 � I ii 111111111111M WMEEM, I ===ME==: 'mimmmmm'�iii : ii������������������������������������l������ �������ommmom, � ; Sid.lise(s) 0ra,uim;1O.tsWnl comigutabons) X0, ox P--ol cods I ; I I ; I Nelson= limit, or - All - Data oat, P."M Debt 9241 Ill or we Data tars, Pending I Dift 28 zb. Thermi Fliber-Classloand Sirooth,Star N6mtna'16&939:0&quckNon-ir6p4O&quo,t Glazed fMV2022 No yes Na NJA 7- Voial- Memulad.ner Cusuaot troinorr&LIcionso V,ficherediiii, validated submitted PlICAM.'all Abel ai I,-- vairel., Contact Emalline.r& 1-humea V,Od,t,d III Validated gubmittirij FBC Anvil Abo-ved Baum Composite Edge I'llbang less Double Door %fth R.v.I- mil I T'AMkCL Butrilng,orcoijets LLC Karr] E40 Robert N"- John W, KnozeAl PE 10M412020 owwow ii 171,111=20 Approved Romwon I 2Q20 L.V. Thorrip". Inc -di Thompson Architectural L I Tanychriamall Zachary R. Frost Steven vL Ull PF 08M?12= owlsi 09=020 1211-&"20 Approved �3&#%-'o sichl (I n5wNioutiviiii 0m, y; Pooling c.eria, 41IT1624�0644 I'Sm5i (954�772-5g?il. , Melb'f�coi 4TAMCP) (11131248�3456 PE-74021 i�i"f)317-84ltt I 29 vorifilgianuipirt) ac. Thomi Fileor-Chl and Smoolthv9er Nominal n#30;0, Iliquotirlon-Impadsoluipti Glazed 1 t$1/2022 No Yes No NJA subcwtoli un"Itsymarl . I � kileaf-adenAllitami Cat"W-3-tAg SubCafohillublyVIRCel Accessories that are 0 [.A r p-etal-fire.com � � L I I , L Composite Edge riborills.se Sidellaii(s) (InsWngloutlaWrip; I I I I . I swo'o Single Door with XO' oi.oxo Compliance Method: Evaiparron,Raport to m a Florida PegrebalinlidA,cril Licensed P.M. Intel PI ofthe Rol al Compliance Rettlock E�Vslufftlan Report-Irom a - Profieeel Engil Florld.,Fteristined Ar,hited or a U.-d Florida 30 zd. Thorml Fiber-Cli and Sincoth-Star 11-ri�-11,�11.12:0.8qvotNon-ImpaC:t�,quOt: Composite Edge Fiberglass Glazed 126112022 DoubleDoorwith NO Yes No N/A ,���� � , - - I - I � I - ­ 11 � -- � -': � � - �� -� , ""',-� � �1 "-� I r I � � - � , I - - --- � - I - "7 , - I I I -- - - - ' ' " - � 7 � L , '� �," - , '', � �' '� � - � � �' �'�----i""--,"'�""'-"� ""� ` , %�'.' �. , -,�,_"�."'�-'---g "" , I - - - � --", - I 1-1 - I , �- , ,7, � - - , - - 's I - -- �' � I , - - " ' - - - ,�� �' -- - , � '.: --�--- I �' . :1 I I - -�- "'R 1; 11 ;' -, I - ', : '_1 11 �' ,,, '� - � � � � � -, '�-' "- � . - -- , , i " - -', � -3" - ,- - - '-'� ,� � ,- ,- - %, I , P101s.J.101 Engineer - - , - I -'� �� , , - - * 3&1439.�D Sideftes (insWing/Ourtswrigi OXXO I I . --- I 1. I , -", QuelftyAgsumn- - -- - Awrovildf-li I"= - lumbect 13.0.1 - I - t-w- -- - - - - - � �- , - � " , � - I10oig"-_1-_1 11 � ., , � - � I- -" -'�!� �--7' � � � " --�� : - �' I � - � -, �;�� � -- -'�3'.'- --'� � -� � : --�-'-',�- - , , . I - - " I I --, I � � I -1 :� � I I n I I- � ��-�-': - - s X��' I - --,�"- ;' � �: '' �� �- , �11 ,: � ��$-- , , , , . � -.1 , , , : � , - -- . , 1Z ­ , " . � -- -� - , I I I I - - 11 I -1. 31 configuration) ze. Tinarma-Tru Foer-Clostull 9mooth-Star Nomnal 7=9;0 &quotNon-Impavi&quot;.Sh3kw - 121311202 1 2 No Yes NO NIA 911211 Product lgle,Jwl, Number or turn, ti,di DeslaWor, Contract E"il Date — Resistant P-alum - . -- - - - . glidiguLft-ur-arm Approved for U as , limm 2t�do , -,I-- Cbmposito Edge Se , Glazed Fiberglass Single 4 TAMKO Roof Undeftyrinents (14VHZ) Roof undedel for use In FIRC HVHlZ 052412025 res NO NM N/A — Pir,du6thlerlat Numb-l-Nans, RN." pirsualuatio Contract Elmiratlean gets In HVHZ Durban, "v1Z Resistant lonissurr Dooi or wthout,11lilill Sideril Jurisdoill 1 TAMCO Rat Top 011-ridge Vent with Deals for 1110 26 rlft� stage roofYomistor With baffle OOM/2026 Yes yes NIA N/A (InionglOutgWing], X,'OX XOor CXO�onfuguurl 2 TAMKO Rod Um1arlay,nan1s'tN0N-HVHZX goolonderivy'rent- to, u-- In P IC non -Hi OW213f= , No Yes I IWA 2 7AMQ0 C�sera;kVenl 26 6A. oamlil No yes NIA -10�62.5 jul as. I * 31 I TAIMCOOff,ti Rol With Baffle 26 g�stagarodyedistol Iniogratadbeft 09/09ana Yes, Yes NIA NiA - + TAIMCO Round Top Off-rildgis Vent with Battle for, Tire 26 li;6:�stzc rodwritial with prome QIRM/2026, ,fee Yes NtA N/A Florida Department of Business and Professional Rergulation Building Codes,and Standards Product Approval Application Detail Floddi Department of Business & Professional Reguli pop. I of I � I Building Codi andStandtirds. Wf2w 3/15/2022 Product Approval Applicitloh 041911 I I I FLN6259-11131 Code raw-91: = 2AW Date = status A 9201112111 Manufacturer Typ Contact FZgineer& Kalidartied By _ . , -roved Approved Validated Submitted Pending, ARP Revision 2020. POLYGLASS USA MaurMApel License John W 101i IM2,r2020 FBC 1211512020 Category: Roofing 5954233is3oSrnaipert@potyglass-corn Robert Nleminen Knezevich, PC AW11I Sub0alegrary: PE-591 68 (954) 772-6224 1 1110112020 Underfaryments Compliance Method: lEvalluortion Reportinorn , a Florida Registered Architect or a Licensed I Floddia Professional Engineer FL#6259mlR31 Products QUILI!nrASOUranco A Af .prove 0i , il rjL86 AWbWdjq- - IMM Lel Product Model, Number al Product DeasediAlm contract EgSralon D.to In HVHZ Outside HVH Resistant I Polyglass Rool'Ondertlay"I Rooting suraderilaymentis To-n,irz= No yes NIA I Polyglailk Roof.Underlayment, (HVI Poll roof underatinmetits for use In F130,12i Yei No NIA HVIHZ'jorladlotions. 2 loplyliI Roof Undartaymerits(non-WHZ) Polygiass rW underarm ents, for use, in 12123r= . No Yes NIA I lialle non-HVHZ jurisdictions. 1 I Polytillass Roof Underlayments (HVHZ) Poll roof underlayments for use In FBGI=ar2G23 Yes No NIA HVHZJUrisdU-. 2 Poly0ass Roof Unde"erits (non-HVHZ) Pi roof under] I ayments, for use In I 121=21=1 No Yes NIA Palo no"VHZjuliedlotiorm. 1 Polliglass'RoollUndetkiments (HVHZ) Polyliess roof underaryments for use In 1`1301 212312M3 Yes No Nl HVIllZiu,irfecidom, 2 Polyglaw Roof Urldtr,Iaymientir(non-HVHZt Poll roof underlaymerill for use In 1W2=Q23 No Yes NIA racma4-HVrizjlu'ibadibl . � 1 11 I Polyolas, Roof Undistilaymaints (HIVIHI Polytilass roof urcerlaymerati for Use In FSO1X'2.V= Yes No N)A HVHZ jurisdictions, 2 Polyglass Roof Underlayments (non-HVHZ Polyglass roof tinterlayments, for use in lV2V= No ye- NIA IFKC nour-I juriedictions. POM Pressure 4NIAll N/A -1416[-02241 N/A -Ni NA ,W)i III -WAI-622 'I Florida Department of Busirms & Professional Regplafion BuIldingCodes-rand Standards 11 Product Approval Application Detail Pagi of 2 100200 ------ cIbis 1 It I !I i;, !:;Ijollil�lillillillilll, ''all �; IiiiIiiiiiiiiiiiiii 1 � "Jillilmll i 1111111jer Ing - !!:!I i � illillillovillillilklllmilligglillimillm==IlI jllllllljj��'Ill I III I 1 iii I 1 ill: N collf"o, lill! 1111111111!ill 1 init I !::!it it INEMENNIN09MEREEMM 241 Date . 2& - - lin Ylsitile 11huhurresil caplact "I I Vaill 1i Validated aLlial I A-mvild 411alue, R.0inion 2D20 li Inc. Erin wall OC Evaluation Sal LLC too Evaluation samoll � 0101r421 OSYM2021 (HIPME121 Approved Cat"ri, structural Co"Porairl 1:10i 6ii Ll-r. , Sutcaul Thois Plat" eviraillrem@rni aaq) 599�qw' , Colinjollal 11146thod; EVIRIUal Repon from a Pr.W.t Evaluation GMI , , ,,, ' � � -1- -- . . � � - I -- - , �' - ' I -1 , I r . - , -� x' L" - I .1, �- , � -r- e' % ;' 1� � � :� Z I � ,"', �'�' , 'j, 1�1 1 , - - , I - I � " -1 ��-'-- - - � 1, � :0'� - "'�'- :I I ',�' "I'll" � - I - -1- . - ... -, " - -" � � I - -', � �- ,. , , , I � I � � - - -, , , , , �. -- , I - , - . � , -- �' ,- i" , � , �� --;�,�4� , � - -i 4, ­7 ,� , , � , � -� r '� - ��' 1�1- I " �'� - --,' 'r , � � � - -- �e - I - � '� - ," - - 11:� ' ,- ---,- -- , I - � -1 - - I , 'i" - - --.I- - - , � �11' �- - -1-11 - - - � I :" - -- -11 , .", - , , " , , ED , �, 0 -�- '�� � I �-' - I -, 1 'r, � �' , ��' - � :'wl � '.--,';--',1-'N- �t� �' - --, , k' " " """, - , - � , ` ��!�',�� ;� ,� e I I - ;�; r ' ' ' -�. - - --� � - - -, .'� " " ,,, _ '', - I - 1. - QuarnAssural Approved for Us. Aloproved for " [mv� pallIall $t" Murrill Ne"s P "Lot QWHVI CgilgleglI Date � ]in HVHZ MINIM H ' illitalorit Pressurs 1 77`utg�g`lrodei Mi 'aillib 16 sm. hI sti%ardtIn trUse,bonnect I or plate I Z/311,2022, I � 'fqZ yes NtA NIA t MTSISHa . 1'6 ga. super high streirrith,truss,tornectorplate ?as Yes N�� N/A 3 Mir it j2pf= 16 ii tress connector pater M1622; Yes Yes NIA N)A 4 MT1&HS 18 gai high sbaungth bruslicamna,dor plate 12131=22 yes Y.,; RM INVA 6 MT2" 20 gal highttiventith trussoonne" I i 2alt2O22 Yes Y.a NIA N)A a 7L19; M718 I a g.. truss _nw., Pat. 1 ?J31 22 yes Yes MIA WA 7 T.20. MT20 20 oaLtuss connector pill 1=14=2 Yet, Y41 XIA WA [11111M i I! o MEN= Ill 1 Ii � ge, =====I I MEME RIFAFMIMIMPM!I; 1 1 1 1 I 1 1 1 1 � 1 I I I I I 1111111111111M I I Ingis �, 1 I llii'iii� jel Code L'Int" 20 DUO Date Pentlina oat a Ill.- YAM= hialawanou cgrt..t k"d- & License . I � I VAIdal Suibb.ithad, FlICADD-11 � zghm R-sion �020 Ldl Katrina Jeri Jorl Buckner, P.E. Sloven M, U,clb, PE 1112312020 1 IFS12029 1IQ9120PO &no FDO Apor. I catogi Rosol"ll (51) Pj�-31242 (T1?),B17-'64B4 IsUbcaliteral Roollig Abcasi that al Nel=.44)m InTei partofthe Rwflno system, CampliencalMathad: Evaluation Repod fron- FloPicaRegfisteradA,clitact ora Licensed Florid. Pnehastrainal Engineer � , - - � �� - � � 1, � ­ . -1 I - 11-11'. - I � - � ---"- 4�� I " I , � I - , ,% - � ,-, I ,. �� � , 11 � - -" - � - ,; - � . - - --- ' -, - �� , �" - I - � I , - - � � - -, '7 - - -- - ' - , -1 ,,,- -, ' I I'� �. . ,,, . , � �� , �z�' , I � �'Awoil4iiitilliii� " " I I - 71 , . , - � I � I , - , I - : �"' -_,,' -, � , � , ,- r , �� I ;If-�,".'-, "� I" �- - � I � -1 ��� � � - " ,,, QuallftyAssuraw : : - I , -� , : "'� , _- . :: � _ I ... �, �,, r ' I � � 4 ' Appro%sol for Use Approved for Use - , , - - � - ,� -I.. r -' "� 2, , 1� , � , � . � , I � , 1 khrect Design son # Product prill Hurnituartirlisarry Product Vascription C."orsol E.piratiam Date ' 1, HVIH outage HVII I Resistant Firsksome I ttal,lk-Air' DA-4., TP1,196jr,l).&AIr DA-4 I- P�-fr-"P-hcropyl ... Plastic, Ro.i 1211612026 No Yes No, 197:51,974 MechieflinallyAteliahed to P6,.Vaudl beck; Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards Inson Product Approval Application Detail 20i E"I oat# Data 22aftodw Date Typo Version Manl,ri�RCI Carta � Entitmearr & I-Jeorese Validated validated Submitted FSOAppol Approved status Revision 2020 AllAnnaliGanShutteeancGlass Milo Barbieri Frank L. Bonnard-, RE -i'torlaishop, P.E. lOrAI2020 10/4612020 111106/21120 tg-15riit[20 Approved � category: Shutters , (561) 712-9W2 P54ID4&549 (954) 947-08150, subcategory. Storm Panels lr:o.�Wl M�V,ad I Plloil-�- R— ft- . mikebCalamencarsh.tts, Mmm OtraillbeAssubleno A beirldvecl for Atilit d 1% Use 1. Dial �L Le or t Sep a Productlillodal, Mum bar or Nam 0 Product oialsoriptloin ,Contra us% In HYM Outside HV14Z mviel P'll I I 24Iia 6alvenl2ad'Stael Storm Panels 24go Garvarezed.8teal Storm Panels =n y . as Yes Yes NIA Florida Department of Business & Professional Regulation I Building Codesand Standards Product Approval Application Detail P.R. I oft 0114=21 I 1 i all i : I :ill MIMI; Ii 1111MEEMI, 1 i' i'',:!:;!;i 1 ii Isommommommm 111111111111���l���ilililli!llilll�1!1I I I i � QA 294 14-- note parl A0 , TVD6 Anjign manufactow C.i validated By Valklatiell , 00113allited PlIcAlloWall Approve olibm Revision 2020 w6whaams.' Ird, Sall QC Ey.l.utl Sal LLC lam Leli P.O. DZ*212021 I oh3w'� 0210=21 Approved . � I I I I I , talleaoryt, Simi components j2n� X!4-6476 �(508) 839-11288 11.bCahuuq..y-. r.glineauall Lumber rlobatt.rrardkafn@�yama Copnoill Method; Evaluation Report from s cus-cam . I I I � I - I I I I .Call Ailul�la- AgaragedfaLl'ser Apoulvad for use MIMI Raw S-9 product Model Numbal Uama produety"oription Coribract TINDIrstjoh, oats , in HVHZ ,Outside HVHZ R.51staint Pleasure 1 Middle LVL im OmmitsoNcheor Lumbar 'P414C075 No yels NO, I 2 kurAl � I.. PSL , PararldtSea6dumiddr o3maon: I . 1 NO Yes MA NA '21 -11.1berSli 1.81. Lammeleps"rid Lumber , 0 3M , 1�2023, No Yes N(A NIA 4 11, TJ lem Eloard 51ruddral Composite Lumber or Oriented Shard 0313iatizz' No Y.I; RA NJA locam RiM Board 5 Weywho-en-Rinn Sound oriented Round Boand Rim Board 1:1313112021 No Yes HIA WA Florida Department of Business, & Professional Regulation BUdji CoI and,15titindards, Product Approval Application Detail Page I of 2 I &2021 Code � Dat. Dal- Date Pending Data - V,ftl,, Manufacture, Contact E .. Mardi III V.Ihw.d submil fillahlilaalikilL AVM-d sides Rov,lon 212a MI w0doW.-nd Do.. wentsitarger, American Arohiteci 91-im rut Ul PE 11)22i�02:l 1 ltwnp;to 1112&Z5:10 .Approved cabotil I (7175 38ti-3= Mimul.bt.rlerk A. -tall. l7l7)3l7-s4o4 I subcatogri Flied " bsrIIng.1QrNvdx- ocimp�10mcp,glathcd; C.Orlifle4flon Wrk w Lial 111" 11 �"' � I I'll , 11 �'",q,1'1'1"�'R - I ,. �, "��""z��" ,�'�� �"-' I , , , �' , - ", " � , , I ,-"- " � I � � , �' ' �' "-�--'--'4'� ��' � - , I I ��'� ; �" , , � , - " � - - � I '� " , , ',, --, . . ,� I " - �',"'-', � � � --�� -- I � - � , , � � - � ' : - ' !�� I I �11 -'- -� - " " �,. , � " I , - �' , . � , � I �' -1 " � r, I , " " '- � "�,-7� - � " , � ��;: � ' " '�',' � . �':�� , � � - " ,,, � : ' " - - � - , ,� I '.�� �, � 1 41 - �� , - ,` , .� � I r ' Z'�" �' �'�i '� , "� 1. - , : I � ��" ;"�'� "', ----"-"'��"'�' �- � �� I , , - " ", ��, -1 - I , �� �'� � �' , '1�1111 "" "I", " � I �� � , - � .", 1`11� I 1: � � , " � �- I 11 - . I - sea# Prilitivat Fill,". Numb or or Nam Product Description � Aner-dratUse Abor-lid for Use contract litintikirtl0i Data In HVHZ out" Hvi broseet caslon Resistant Pressure I 18I 73 � 72 Insulated Greas 0410MM No Yes No -M-.60 Florida 1�epartmard of Business, 4�Profosslonal Regulation Building Codes and Standards Product Approval Application Detail labs, I bri IM12021 C-ohl Ill Dal Jigs ulago Pai Oat. I'Volt velson Manufacturer � cartel Bothwell A Up"i Validated Sw Vallilated sublial FOCApbroYal A066yed Ewa Aflinnallan 2020 PST Industries, Jam Roswell 1A.Mr-ollude ECCO- cell Offarri-04da'aCCO - VAL iiAlimw 11i0512020 � . I Iti 112M Approved ' c4logroPF-WhdI , � (941) 486-000, (nlo) �15-2590 suhCatatiunry, mi ji-calew,kaporinduatil ComprancvfMall C.rtn..toh Man, or ll om I I � , , , � I - - , "- I -, -,-, � , '' ii"�� , � '-,-' -_ �' , : '� - � I :"' : , �­ , , , � � I - " � I I - - I I I � - - I : 7 � '�' j I . ' ',' _' I'll " - � � : : � - ", , "' ' , � � _� _,"_ ' - �, I I I . -, , ��!,' , 11 � , I , ,-,-- � � , r I I I , � � 1, � ,"," � " I - . , - '-, � - I - � - - - -1 - I -- - � . -u- - - - I 11 I . I - , ,- - �, � �o , � , , ,� I ,� �--- - " __� , -" � ,, _ _ _, �,r _ _ I . - 1-_` , I , I I -- - ,� �� -� � , , . _ � � _ � I _ - � _ _ ,_ � I I 1-1 I � I - , - I - . � o�,lit,A,s� Aniornmned for Us, AlocirmardforUsiIi lim-of III S-09 Pro" Model. Numb. wilarra Product Descrodoo central IslaricsilmVire In HVHZ outside H Resistant Pleasure 1 Millions rol DOW wxl Windows, Aluminum Mufflors, 05126i20213 yes yes Yes NIA Florida Department of Busirtrai Professional Re , lion , , gols, Building0odes and Standards Product Approval Application Detail P�ae I .f2 I'l Code elift or Det. 2i.- plate ftndl- Ills" TV" version Manufactur - central engineer 6 11.1conse Validated Ill vallij.had -Submitted Pffo Approval AD Aim Revi 2920 GAF Nol Mart Robert Nanninan John W. Knazil PE DlIrAmm 09121�?020 191I 1211,1?2920 Approved I ciessil Polar% li 766-3411 PE-56ituo � . la!i4),772-13224 8uhCst.99ly4 Aej*.It,9hur0- mstiobilisral r1latirl1flion.ofirethilal. CV.1.1iii. Rai ftrft,� Florida RolstersdArchbot ors, I-Intirised Florida Profess[ EnOnsisf , I - ' "' -'. I -1 - - --' I �. - ', , 7 - '110111 ' 14"211 � -, a Jjftu*�r'�" -"� li`��' -1 11 � : � " , ' �� � ,,, '- --- -----"'o-'� �' , ��' �- � � " 4� � , , , , , , -'- � �� -, , I "� , � " � �� ., , � '-"', , ,: , ,� - I I - - ,. ,- - " � , , ', � , I y-":" " , : I'll ""' -- " - " --- "'�" � _� _ , ��'�'-' ""'�'6-"�"'-"-"� � , , �; � I I ' � " � � ,�r� � � � ; : '�� � 1 - - I �--' , ! I , �' " -, �' - � -- , : :�1' S��'� ,,,,, - �' r " - , �" - , � 'r, , " - - -- I I , ,", �- --� �' " - '--11 - '- - , - I- I X, , ', � 11, , " � : , I %. I , - - I 1. - --11 -1-71-1-- - 1. -1 -1- - - I - I ClualIN Assurance Aggroved for Us, 11 , AolcravredforYm knD- — — product Model Number, Name Product DegIcrivi contract Exclir.11- Cats, in HVHZ Oula"i WH Z ResislaJ4 pressure I W Asphalt Roof Shingles Fiberglass matc,ced 341lb. larninated, s4ab Alrol ivial No Yes MIA WA lipi asphalt shingles Florida Department of Business, &IFIrafassionol Rogwliation . Building Codes andStrandards, Product Apipwaval Application Detaill , Page 1 of I 10,021 2942 Orm 22M -[I Cate, TiondIrm 121111. 7vP- Vortlum al-iftatill. Contact En,ame., & U— I Viall By valldew submitted FISC Approve][ Approved Status Re,ve,M 2020 Florida, Metal Prodi Inc, Clarl JI James L. Bilow. P.E0, 8e,"I'l, M. Ufth, PE oIR12112020 09)25=0 10,04X2020 1211fil Approvad Catei Reblift liel M�a,400 C RUCK Impoin.al-Ing (717) 311�0454 , S.boaterionl.'R.ofing Acoeseoril,A therArs. , � oarWilDilia-com PE-SI242 Into i pgnipi Rbi system I compliance lhiatlb-d� Eytilquil Rop,ulfrools I Hand. Reill.tor6liAle hill .1. Locul P1.6d. Prof.sall Emi - Itifigama, o I - '�' � ; '- , 11 e' '' � . , --" I - � ,� 1. I I 11 - �� I I I � - - I - - - � I � �� --" I 1 2 ': � . �� 1� I I . � - I 11 I - - - I I I I - - , - , :11-1-1�1 ' - � - I I I I �� i- I I - � - I I . I I � � . I I " I I I " I I - I 11 ,� 1, ., � I I I I I I I I- 11 I I - . 11 QUMRV ASSWal" � Approved for I � Approved for Use 11:111:11111 R29M 3-A Rngoct filodol.�Nuearbar or Name Product postribb., coninild �.Iri Care in HVHZ Gulteld, KVHZ It"I pre-ne 2i 3- Fli $,q%ot:RV IQ Ridge Verl Aluminum R" Verits for pitched roole fabricated 1 W1,2024 NO Yes No WA from 0,025'Alumirium Florida Department of Business, & Professional Regulation Page I of 3 I Florida Department of Business & Professional Regulation Pcg. I of 1 Bill Idi I Codas and Stando rds, 1,712521 Building,Oodas and Standards i/25022 Product Approval Application Dail Product Approval Application Detail gigi ii : 1 i I � I I� 111-111111 iii : g i i I 11111 , I Nam 1:1 1 ii I I Ill: 151 I ill! !;:I III: I ;:; III IMMMMMEMM I i magammialmalmanm monEWAVIOUCHOMM i I !I I I I i 1: i FAMEMIM Qft sil a ;I" �U$ Irall Pending L49 code Entity or Date Dot. Date Pending Date '- T- wil,eu'l ormurreatil, contact seat ... r Z U,.nao lilluill yXidedhid submitted Flao Am -al Aote-ad Awilal, 121iii version Manufactu Contact Enoinalwar & Ucynse validated Validated $Z76ttle FSQ Approval AZovid status R.,Asl& 2D20 56M posting ;snderw roblin LAPIAC Untromn E,.lual, Gal , � imr�020 I I il)VA X 11trul Approved Revision 2020 Global] PrOteCtio'll Products, 1l 71m Robinson WilifterA.-I'lift, Jr., Pi John W. Knei PE 0910MG210 09j08r2= I ofair20,20 � 12fJ512020r Ari I oabairl� Rodfig , � (lipi)3eo-Gov Sw'Acta, ll 1 554�011N I � Category- Shuti (964) 6.89-7845 P5-44167 (W) 772-6224 gi-elQualiI Reefing 1110 '(2l)b) RobtnAlindersmCberal,00 SubCq1mg.h�li Panel. tim,robilreoungtoppentoom I Compliance Method: Ellillu-I R-Poft"ri In compliance Msithod: Evaluation Report from a Product E"alueram Ditty I'lorick Registered Architect or,a LicerusetFlonda . � - , '� - -1 ", ��"�-� -- , '' - " - 1, - . % - -, , "-�'� � '� '' , I I _--, � �-� �' � � I ---, � � � _- ...... i, � 4 . I ".��'� ' - , �_�-' ��'% - 1. - �"" �--- I -- , . I � - % professional Eng� inaller �Ialiiil I .1 - ", , . : , -� I 11 - � � - " - I - - , , 2 1 -'-"�� �,� - I I � �7 - . , � -- �- ., ,�: � �� - -,-'��-'.' - - - � �-" '-� '��-" I - �1-1--l" I I � , - .' �, � -,-" -- - - , -1 '. :�'-" '. , � �- - , - , - 'j �� � , , ,,,, lw"A!1404w�r - ---, I--- 1 - , I I - � - � - - '' -1-- 71- �'-- 11 I I -- - - - I I � ' - - , I I I - I I 1� - . 11 11 I -, - 11 - , - I I � � I '-� - - I , 1, I I - -: - � -, ,� I : �' �' ," - ' I -�- I I I I 1, I ", I'll ,`� - - - - - - �, - - � , 0"ItV Maternal Awavad for Use Approved for Use Impact 20= . I I 1� C, I I - I � ,- -- I . � --� .1 � I ,� . I I 1 f--1 , - -�'- , I - � I -1 I � , � I �� - " 1, � . I I � - � seat R,odl Molter. Nurries, or Nam Product ft-ftel contrast E-letion [,at, In HIAZ outside I4VH eastigaina Prili 2UjjV�A0AMn_Z Approval for Uwe Approved for Use Impact Deal is Sal Shil SlI Country I Spill,old English Rat Profile - Deaver, CO 12/Zlf2020, No Yea NfA NJA S" # Proi Model, Number or Name ProdUl Description Contract Expiration Oat. In HVHZ Queade HVIAZ Rosmant Final 'Thi 9-0.p�, Impact 1 20 Gage Galvarized'Steel Storm FtareWHVHZ Corrugated Galvonized Steel Storm Ptl retsined 12�31i`2022 Yes Yes Yes NIA IT swany6clo -0ste. $1,00AAMP: Split shell Flat Proffle -stoi CA 1281=1) No yes. NA NA I or not by tracks to Ixovids hurricane ombecton. 1� 8-y 000 - Metal. 8h.k. &amp,, Split Stake Flat P,.fij- Mello, CA 1'1131,2M No Y.� NA NA 2 24 Gage Ge,ti Steel Storm Par.WNHV-Z I I Corruigated Galval $beat Storm Panels retained 1213112022 No yes Yes NIA 19 se ... y 700-ah.6, tiks,Alump� split Sl Flat profile -'4t.ekt.r, CA 12131=20 No Yes NIA WA or not by trial to provide hurricane protector. 20 Ba-yTOG-Sh.kis 5IataAa.p;Sp%SI Fiat Pronle - Alairl CA 12121V202 No Yes N(A N,A 27 Tal- F,piure, f lalllw� 1. a High Pnisfis - "Iy. TX = =0 No yes NfA KJA 2B vim LoW, Prone - ". TX imi=a No Yes NIA N)A Florida Deparinteirit of Business & Professional Regulation Building Codessind Standards Product Approva I Application Pets 11 Fees Vol 117IM21 Code SMIN or Date 20 Datifthditil Date UP-- yx =1 laambf.tionn, Contact Emkioa&Li��d validerad w 'ilibluji SUbiriftli FEICAuvraVall I Aunhowd a" Revid.ri 21M Alpine 0-1: L-4, (CC E�iilual 8-1c., LLC William M R."I"I'"r 10,12V2020 i Dww2D 11)0512020 1 1,135f2iM Approved Caterl structural Components (321)7104�77 (40) 681-1917 subcategory; Tr- Plat. elseul.gi.1plineil compliance lilelhu& Eval-ti- I 1mm . - , to Pxoo6d Evaluation Entity -- "' - -- I -�. - -- - I � , :: , �' -----" I --- I �: 11 . -, ;��" � " ., - ' ", I - -1 , ,�'�- ,,- ,�_ " , I I . , r.- ','--,� , -" I � �--� L 1 ���'_'�4"' I - - - � - - f, � " ilia� uld-gw-i,,'2'�i, : , I - � � - 1- : L­, �'-s", 11 �; " ;" -�' �' I - ,--, , , L , I " _ --- I , ,. -- -- 2 ��' � � 1, I . �' - - -�' , :1 - --1 - 1 '-­�"' ­ I � _� I I -I I � -"'.. -, , ��__ , .� " . , I i _ - - 4,11WAsourrancul - ; �ff� --, � � , : I �- �� �' '.-'�'-,-'&-'� .. .... � , . - Z � � , '� � � ­' Approved for tral APP-d-for Lee I - _" .� , � ­ '-'� '�` ', '�__ , Irl . . 11 - _ '-" - , '_ L�, , � �� Desion, Aga Ptiodutt Model, Number W Name Rod= Description t;obtractialighbi Otte I 16 HVHZ oul HVHZ 11aniIjigirtyr Proseura, 1 & I arop, r,) , M-ttill't-M-0,rille. 12)�ILI2024 Yes yes NIA N?A 2 �7WSC,�/Alpin,,,High.r'StrO-gt41H "AN$04LAffline Hinge Plate Metal Correct% pital 12/�1)2M4 Yes yes NA NIA 3 17W ��)Albfre 7rulox: wtalOonrl Plate i 2M)INII Yes ,yes NIA I 41A 4� ITockWAlpins; Wa. metal Connector Plato iWMM24 Y.a, y" WA NIA Florida Department of Business & Professional Regulation Building Codes-andStandards Product Approval Application Detail I 9.i iiiiii o Z= view. tranursour. Control 9jred,w,&L1I Vall"d N Altonnal 2970 Apra Aluminum, Inc Jose spele li R, Lomas rill M, UrIclu PE I Clefiallooryt P , all Wells L407),509-2965 PE-62514 Crib 317-A454 3ulbColepuTy: Sollfts alph�*Iurrm-.Qrl compliance Method: Evaluation Report tme -M Florida RegNonsdArchlbeart.. Ll--&I:W,da Profelal-I Eirl 4 . "-E-�gF � -11 " r �' � �4r"-- -';'-'Z-!"��a "'L�- "'� " , ..' , � rl,,� ' I 1 " - " ' ' " , I �""�' " � -i-�-11----',-! . -', I I ' ,:.l � � i�­ , ' � I - �� � 111� � �'-" ---w' I -1 - I � ,� ,,, ,,, - -. - "I I , , , , � � -�' - � � I - 1-1 - I , , - ���W -'.' 1. -'�'�;� I - :'.4".." i","Ef", ,- , - -41 "', 1 '­ I'll, I 1 �" � - - , � � �') % 2 , ',i" I 51 ,"', , , I "i - -, I Quality Assruir S." Pinuilluelt Model, Number 0, Hill Product Description Cod=q E.1'alle I Alph(h(Aurnthl Sold 6;ampfVep,6dAIUm1ftuMSoffltf Alpha�Aunrramrl &o0it'Voilted'Aduhl 07/30qpm I I I I . . QMU aanno, wwd "iVC1,111,14ampiwood . I 7 Page I uf2 � 00=21 Daft DalePendirld 211lu . submitted I'llicAppol Aormowd All IIJW2041' 1 I�Mpw Approved edforUse ,A0vWVod for Use LqIj assign 4VHZ outside HVH kosighmil, Pinswung No ^f.a No N/A Florida Departhn" of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Palo, I or I 11712021 �9& thrill Do" -Q" care pellptna I *No- Version laulmorracturia, contact ellealtublur 6 Unions, vIurdabled SV V.Ildafiad submimid racAbargyral Arlicativied status Reviel- 2rzo CoMmI Concrete Products,inc, Robili Samuel A. lartefiborg John Hoy 12116mn 1 V1 6i2029 1212al'i &no FSC A pn C`17=cl components (80)650-3707 PE--34245 I 5aa-5SI 1 , cits Produ IntrodwoodasaRosull p,...t,Iat.#y.h.— _ New'Facirinci.gy compliance Method: Evarueadon Report from a Fl.�d�R.gl�W.dA,�hRed-.U--dFl.dd. Profeasional Engineer , , � ,,, - "'� � , ", , ­ " � 1, -1 -1--,' , --" - - , � 7 , "�, , - , , , , , � , I I , � ,-" "',�"-" , �� I - , I - - , ,,, - , ,---,-, , , '- , � �: " ' , , " ':' , I , . � - , � .. .... , ", , , : �; 11 , ' � �� I - - ", , , , , -"r'�-' , � , �" � ,� " � - " ,,"", : ; , I 1 I I '72" ", - ""'� "' '� "� -, " - I � � � I , , , '� - " i' -, , :� ,%- - - i , , 11 �' ,� � - !!!*��� ,� " �' � - - , , 1� I - � -, , , , ", � , "4�� " �� I ,,,I,r ,,,,, �'�, I r e � - - - ", 11 I . ��: - � I - ,,, - % - ---,- � 1� 7" ��,- " ""Y", ,� , �-' I - I Quality A'aKal � , , -�',l � .... . .. . � � I , ", .... . .. -- - � I � '1' ,",-, "'," ',-, � , , ,: I ' ��" � I -"' -, '� j�" ,� , - � , AwrovilitiforlUse Agionovedfartso "I" , ,", Z�"--'�",�,,""' � , 111111� - - " , 111I ," ,: - , " , i � - , , � , �" � !;isitai 11lien a Product Model, Number or Name Product okerlovoin contract Iii)(ClirattonjIlitut In H-Z Outside HVH ' Resistant proseunt I Quality Precast oi- Commercial Concrete Products Pal and prestressed Controls Un ters 05425,2024 No Yes NtA N,A May 27, 2022 -11I (1) (1) = a) -0 -FU > (D = -*-'# 0 -0 (D (D L- 0- = 0 0 C .&."� ICU 0 -a 0 — 0- Cn - a) -L-- a) -0 C-) -0 -= -0 = 0 2 6- -2 = �2 a) 3: ICU = 0 = U- III — M -"n Cn -0 a) cn E " a) M CU "O CL 1E F — III e.0 '15 .-- C= .— Ili C/) a - e< 0! 4 Z Z w nj " " C= " 00 014 I L-) CD �5 =. I -0 .= CD -= :a, LAJ CD " - '= - j 11 C- = M C-) -0 M ­; III, L&, 'T - = (j) -0 C`4 ut 03 - . X - C14 �� -T w lu I= .= . . 3: E 03 C) = = - - - -ra 3: 3: w 010 = . - I I .= igi. = - f 2 1. a -S (n = E .M 0 I U 8 Cn L. (1) E ,-, =3 0 0 Z C- U) � M CIO > 0 > L- CL 0 0 < " 4--i C-) =3 Illi-1 0 < L— CL a) C/) i 0 M M =) < 0 F— 0 L- M " w :2 = < (1) 7, --i Z -.1 0- . — SHEET NO. PA 1.1 (D cn -00 > c- siffil pson .For carAi Units, t6airaa-rk -Ti&-2-04, FBCApprovedProducU Sifopson, Strong I For dre�t S-finpoorn, Strong;-Tflii 2020 jr!3c Approved Products i Strong -Tie 2oV Fac Approved Produpts WS Upgatd 1 WI�Q 2 C:) 0 HER co CL man�� -liZ 4- FILM041LA Ji, HUSI HUsCisolio gom CD (D Proauct Milidth Nurnber grNaffie Product 90gligil -- Sea E4gductw1odeI,)4um hKbr- QsA26dflon Seaf, Product Model, Numberjar VAU - C) 0 Tjteni,9ta4r10i S I k2l;t-AA Nt� A%, A36, A44 1 '911`� $Ta� 9TH APA214,A "; APW1,A0VA4. A,�VM PA4, Outdoor hmepts �riqfbs .2 0 5- = 0 .s �AP.a44,AP$44R,-APV[BW-,AttWR,�APWOA:P$�49,AP01010, AP6W%M.A;p`VJ344� JOutopor Aocents Post5asea. is tsi-4-0�% CS1 §t 4m I=4 vw ikoo-*Oht, wgfrfg from 9-110 to I Er 0 U- A?`VJ549,, APVJ160, AVV11"R, APV138$,APV135$WAPVaIOIO,-A.PVBlcrloR , A �CSHPJLI C614P26i C'Pilad StraPs' It Lduszsansr CU 0 APOJT2-4,40bz[�f�4,A PV JT2R- 4, APVIDJT"; �DJT�4�.APWT211-6,A DjTz4,0vb 0uftorA4f0ents-N§k-j6*fTias 6 C7�SNY Compiiasib"sloff Strap 14, UJ241 W26� LU28, LU21G Facewount haNsrs, Co 0 > Nurfibbr grVarno lomdud2wdiall APM-M-4. a f)8P,',,:s8P" Tnp, abud, w Plate fis Faoe-moumt hungars -0 E 0 t S0101,120M MWItorApPetus Cbnriedtr Sorow U �AP.,Htq'40, APH1H4OkjAPHH41 Q APHHQi UR, OiNoor Aivionta Heavy Ha iriger 1, 01 1114A, H2,6A, Wkil-iia, RIOS, H11"i HItM HurriorreMis I LUS series hang art. Fobe-mount harigers aViiikal iwv&th'S'rairg1ngl from 1-9110'th 4- cj) (1) " -4-1` L- �001 I �, omi-z ,qo 101 il"801 M1 S APLA, AMS: APT4, Al Ap'VL4, APVA�-APVT4, APVTS 09t�aor �q�,Rft L And T Sewp-to-CWOM Tteuv HGT-2; HGTA HGT-4 i4ew�oirder-rwddm gingi from0 to I OA5Ke U) CU z� z1*1 1'=�, $muss !Worig-D�w w. Sj) Corm e0or S,1� Sow T APLH2A,,APIH24R, APLIH26, APL+44R.. API-1 APLH2109, IT impuns-SD$� MGLF4�25-aQN% MGVS.-50-,9Ds, n;*Qo* c- 40-- .1-2, C:L 4 -CF�21 01 4 �SIDC -2270Q. --WCJFR7M 8, $D 01,4z P7 6 w1oxvsrulim,Ledger mr&eftr 10 A 31 �k, HSS244D,8�r, S3,14$84-SOS3 Haivy qWd Shbiz 18 MlUsoNpr, hiiingets Fade 011isratrg Ing fforni I -fh0Vnt hangers avallobloin < 19% �9 MT2Z, CST4Z Cor**gedl aparn'Ties 11 HST2j4SNi 1487�t HS" ft*jgftt.-tra� *,"and hotightsvoln sing from 0-101040 10-IrX. ,5r, -6-p SO�,IV2512 1 dt� CwTuj PJT67 C01*00104stTos, 12 HTale';HT624, wsm� Htsa" ii:Tsad, w0ap, "C" Ha*0� TWStr9V i g vji�26� wkkz pede-mon't nianigers 6 SPHR27APO� SDHR2,7614.�Si*"4QQ,,*Qf4V614 Stahg-Drivp H - CdMbo44oad Siotaw 1� 12 DJTT4 DS is 14 HTS%l Pwrz! +*TSQ20KT-z, LPTA HeaVyT�Ma-Stfap, Lt�r l AmOrcir '21) SURo SUL I�UfZG-,-SULC seht::� hangers Murtha agers vatlable oh V to a -VI 9) � ai a4 h orn,',34 11 ff"fiq 1`,'M/4", �7' SP825212� SD$2,58 Z, crow V11 Fro �no Clips 1�, LSTAqU�T-A "Al LST' a, tA21: LSTA24, L&rA 0, LSTA-3s ,t2,�L$T AI L�� Straight Straps t6ftealed florob Verisidn �SIJRd, �.k;LO tw4flablefor'911 double SDSZS5W, tDS2!SS00,.SjDG2UW 14 FWAV Foundation Wall Anal" 16 1-51`149-, L"T3 ��Xerrd 4X "is; oniy acuteflopo Li-comealed. A 15 GA1: dA2 Opq*, Aingles, 17 LTR20- MOO - Atidwrto, 2-t Wangiars Fa�jropht f1angefs 1010"hp MID FI!7.1V $MF27118, $I)WkRj0, SOW�2!724y�,SOW `$DWF12!M- 10 H�A W�T 1 Hu dcwwn�t Ig, l 7� J� $12, 051,0� L 1 tiv TS20 and-halghti; ra grig frorn 2-5164 to I J,�/Al' n OLIM6014ts- IT -ts 12 IRCJTZ HH4, HH6, kmiz- Hed"atrioerot Rqoa- Breae-Sbabli , "r ii� 2D� t11 MOT MS744, Wq�0,VVn,-, U", M&TAIJ-L. IVIEVA-f% MSTA21, MStrA24,M!t-i-AZO, W6,TA136, iASrA49 Modilmri Qk4erT1WQwn Straightstm;v, SrIA911t Straps FILVIC69741ii 20 M� LqQ An0w 22 MSTGQ0,-lVl$T4�AQ M40;�4 MS-- 0*, t6 _T S*T4;-76 Zliaghi; Straps' AW Pradd 99%dation 21 'LtF4 Fir"jidjOinclel. kiiifribarbr'Nahne Prcdu�t Diiiiarlaflon 1 AT A R84§1 CMln.�ATRVB, Threaded Rods 22 'L$W �L$60, ILB7b, LSW Sk"616 Anglev 24 M 026� MST136, M$T148l NISTISO MST1172 sitaight spriaps BA-zeries hvrriqers� Top ftariobhengievp available in Wdlfi* jranglrg�fioi, I �VIV' to-7- -2 ATUD5, AT1JDS-Z,,ATUWATUM,-� ATUMS, ATUD14, ATUD14-2 Aluminum Tak6-Up;�itme 23 LSCZ A'djwttableSfair Strirloer Ci�rfrwctor '25 RTS12, NITS18, -MT,§14,, M T820, MT8241Z, - MTSM, WS30C im fro m W� 4 I* �PRTIJDB�- Mr%A 8PI'12; W,1VZ$ 8P61 105",,00,3/4, et44j� 4, ' ' fe-;- ONMitNWia, CNW"1/2 ONW34-Wti B"rinj P146A, t�oqpfei-Nuts `24L 25 L$ LZ- LSgR-1-61, LSSP211, L8811410 Flatd.Adjutl JA*Hanotir. rield 27 0-114WCAUAVI Z NtA2WA 6,jqdA2�,�d-itl, ROA2X42-1�� I RCVV2tZ RCW914 SM9199� wall aacing 2, Top 0"emdhe h Z, CTQL�515, CTQW, CTUD66.1aU1375i CTJMCTUaT7, MD87!'C'LUDW,-�0TUJD07, CtNiftTiake-Lip Dovim L:TP4,,, �TP,5 TieP*e& Z RPS1 RPS2Z-,"AP826� Roak Plote ln*thcrabog *oM1412163- z V 'MO32, W�47,10L"Z� MlL2$Z,M(21 DZ, 19 R$P`4� stud to Pwi 0ortried-r- 7-14!'Id 24), 15 la. N� K NO Hooyfdoxwts Z Ml ;�j3 spl,�SP2 SPASpe, ape TfOL 4 b -14F�00 hariaors , Q -k -0 -31V to, Tiop inbom Vatiable in wft- ranging ftonr�l 91- �Rltooi3l-i�FIUDSB�IffFti�AW0045,'f?Tl�ll,�, RTTJ134, R-T-00.74 RTUD& Ra"Ong T,-wPprwjQt, V8"Orid neigh �irigin 141, 1�,� '0 T112Q, TUE)jP -So j0lVL:Ui6.MML1J�6.Z VIMLIJ28, MMILtIZ-2, MM.LU210jK4k4LU12j1-. )VIIALL1139, MMLU(311 Flcie;mcunt HangWs, w-'s, S$2,5t 68�1�-Sso Blxfif�lhog '6 WA �iG7i F-G9 in *06 'R TQW38 -rake�Up Washer 0I RBQiRE!iQP` Rl;i*Bourtda�y Clips '32� W=_,��STA23� ;St�aht �itraps ianoing f to -,J-JZ,, *t"Uplit Rod F�UnVwdbv4n $r.&,rft PST,$, !44 ta2o,Tw7,TBs,6, watelies hangers, Top flange hangetsavUilabla, in wift I s il 'U K$4 112" U*Rod PunTledown Swern 3� f-ZTC-Z7'- �RTC42z R70,27, ATC---44 Rlgla7le 0cnowtort '45 TWBtQ.,,TVVSt�, 7VVEli4 Weill f5rocing 11149 and heiQhts ranging, ffam 11-1f41' -to t�, z 12 U14s5 $0, QpRt Rod)?qqq Twoom gy"tism, 34 gr( WC�T UTtZ� VTM Truss Pi M 36 VQT, VMR, van Tistdn* MS stariaa� henma to 8-7m, It "UR%� V4', Q ift Rj�d Rq , ii TIcdIqwrr,!�PWm TX61 oJack,C Trus Ajo w%."6C, we�Aac wall aradra and Vonn B�Iaq to'29'� ,�S 4, Z4, Z44 0 LTV "fles ftaxil T60 flange, v4Oths rog(fiQ X467, 1YVI And frarntfli, to F-L*46447- HR"rleahwqera Top in wild th$ na 9 9 tog fto M 1-91116" to 7- §-bU $1'MUqfModW.'NmzI*r'o=j Sea 9, 14041114ft4e). NUMbbrolfMifne tmuotplll 'Ib Saddle hangitars "fabb in Wdths rangling from a-,114.1b 8=7W 11 DIrT2 Prdduct Deistri Ganowled harigort andiholght5tanding fmft00,11;N,528"� 2 HDC1 014, HOM 0= HoW-down I AHFP, -Adjvewbl0,'KjpXrd,,czonn0at0r 2, QU, PHQ, DH QTF to(*w, hamigeop, Fa0eL-w0,UA%,(E)Qj IDliU)'�an'd�*-flani;ei.tOHUTF) riarigsj�s 11 HGLT qeiestfongins Topflangio no 0 A HAVk�j4HI3011 � Hllt),014, ROU2, HaU4, 1-11105i HUDS, RE)U11 HDL,114 Wald-dpwi HnkW-yn 3 08C� Gobld Sraco�Conra�;Ilor In Qths rwr6ing lf�tiry I -Ptl LY1V M11 6" arid hqlghts, rii4jrto fmbl �V 13P *11-1 'Viol 12 HM-rVsefts)1anVer% 715" -and height; ran2rLq. ffom 7-1 tZ,'tp 32' Topflanige harigets ayollab]a in Wfts r2tagin g ftorr(5,11 t4" til T, 5, �PA2;gj HPA36 Siza#-# 0 purilin r 4 HOPI.At KPl, WPA: HO'CPmer 9*4 a, HPUZA:�,sbs�L HGUZ26, F,46646u6t hau�geri. US" and heights rgngingfrom iVto,��'. 6; LSTH'Q,8�'. LSTHIMR� Stropt-*lie- hpl&#Uwn 5 HHRC��. HlkliQ4, WHIIR042-�i. HHRCV1 -51, HHRV4;4.; HHRCS.25i�25� HWRC5.370",1,z Hd4VYH1ptJJ -is' H a ee ries tTarigert To LVIO` to 3- p flange In VAIdths ralngftfrbm 2 7 UA§A, MASAP sW 'AJ44 M.0P-*Yle owfifyoratfor e 0. Rmi "41, HR=- H#Ridgi!�C onisotbr an (rtio 14L H.US TF`*0rje$hargeM Top fwngL joigthiappqrs avallable, in-Widil'o ranging fitom.,3-10" to PA2 PAr* purk liklichor IJRU26�,, LRIJ26, Llk ,- -, � U�j 0, LPU212 M I-HHOUV�2 110 L54a to 10 PA-11�4, PAI.24, FtAft PAIZ5 Skop'sto pq7torav"ho, .4� L$&k2tiQL L8Q20;]_SSLt2 - Light -0116,1.1, He i4fHG U -�U$ -0 I - U F, H A n a 11 D1 QR4, E�irap-wjia ftolv4taityn fi T4t4, T�85 asm Trusa�,B ralirihanpeer 6 HHUSia�, HHLIS20,21 HH1je2j,0-Z HHU&4lEi, HHUS48, HHQS41r hangers Ift'ano hetghts ranging1rom3-77fd"to 'it". Concealed flanse 12 STHE)j4:-S'-f40f4RJ ,T ft"whowtiown 10 TC24, TC20: TC28 TripwV11P HHUS`f'b�110 11 THA99.�.THA-MITHAZI'OLTHA21$,-2,,THAM-.2,T�RA41-�,THA41kT)iAc�.O��.THA422,, THAA10, TH*4tB-2 A0100 pLo Trusts HAnger 7 1' )81 to 5-IM11 height. 4-V411:61 6-314'- THA THA422-2, and ran�lhq,from IS HwP series hangers Top flarige ham gets WiffaWaf In %kdft r"Ins from 1016" to 7- 12 THAIJ�01)22, THAtz�0&2 2; THAZI14 THAQV, THAI;V-Z TrHAI36,n; T M-V2 AdjYs0bleTnjgs.RjPgar0k-a4fbr kjolsts, fis _ULC4 C-4 15 THAI.-44, THAP422 8,1,1-04,117fuso HAnrr. VWPH gwimban"rtik Top %Igo in yvidft rangiq from 14,16* 7- 14 TflJ" L:THJA2a, LrHIVIA I%Utlpli� TruwflanpprV t fiTVX, HT091k fiTQ21 0� KU2$:Z-,')1TJJ25-'Z �HTV9110,1 Faco-rnoUq� hoMpefai, 1/2" zridQ§hIs ranging Irom 541Vto 3V' L 15 �THJM2-5'aDm, THJUX THtiu��w - I MuN�Je1nivs Han -is gL P 14 J, Hpq-� eiK-. han ers, I 1 9 lzat�, dpAthangersa-41altilk in 1 VIV167- IS ITS series rtbnqers� - top fl6higie'rian avali;&e in vvidtfis rang lrg�rom I to 3- 00-P c%A :L- jd� t813R2-24 IP'lancl be�ihV ranging ffobi -2-7ffl! iLloncerailati flange, -I 5M,1 Lod beibiits rarfKjIng jjo"_j I�W., to 16" -7z > 17 VRA2-, UPA25, VPAA, VPM5, VPA4 V�aria Mtrsibn dtheq 4a to,or 19 JS�sof)es harigers Top flai r1lap fi a n gors wa I �a4ie, I n YAdfh of I -SjI 8" a rid h eo h is is pwartwrt ��qliev, f4rigint; 20 Jakti�jjea JiRTfgers Top flaro haniliqua available in Wdilrofl-VO"arldheghts- Cc c,, c"D C14 ,$IDS� HVC Ll _04`16-606, H CQ412Aj)$x HIJM5.�9MSDA 14U=1V11A1,:M, HU5,Q610 rairOg from 901 Vi'to 13-10" so's; k�P-S cc ca- C,) CL= E W 7i Cl Sim-ption $tfonq-Tie,2o2b'r8c Approved Products. U p4titind i M01202 U: Sim" )n- Strong.Tie:A2M, FBICApPrOVed Pfodtie%� PW simpsor) Strong-TIL- 2020 FBC Approved Products 2rAzzrA, so.nStrong-Tie2020 FOCApproved Products, V_M0201 L HERE, QLI�K IlEn. F LLI�K HER ad F-i jft*Rj iniijiido, ni�iiirdlng 0m4ludApprival �yo*m and *sA��ft Cm*- N#i0iiinf For gdott�nat� loomatior, Produd-Approval *A-m and M"Oadii Count y ft[&jt;A� o�Atx5Ptga;v00Aj, QXAX=. F4-r �ddtlouaf Informstfw roaardina Flondalv-Stde�W0 Produd Appmvt[Syslorrr wd MAM)4do County Ndk*, of Atz;irptAricjiLNQA), 211M= F 104M 15 e,�W�5q, r5i � %avuq -SILLBV21��', SLBVZ�. 1jLV2;t6, $/LaY3,it Topfllarrge,JolstHangors, 5 aET-V Vi-Rvar's, Vi-maai S1 I S/l 6 V"n�7poll:.2 (STW-ST8248 IGT$2408) Wedge Arichbrfor in -parkinn 22 I-BAZ O"i Nnge* Top Nn -available In widthot 1 -�Wl e" awd tolghts 'U" FroduotA64161 jillumbeiror Nan% Mug pagnbuon 1, J) S"T $fHTTj4jHTT-4, Hr, 0 HP stea 1 14, H. si�, 2j, - 0 U j;(�4 =0 7 -THD -4 j*n, HO, rr-10-P, -HMO,, THD:A4t% THD-HOSSjIr 13-CS, THt�,-OS$SS� Titan dDHevy Duty ScrawAnchorforconcrdte,aricl masonry Z LW34EQ6, Ll Seri% haqiars Top in wliths rangft ffem 3-14" to t�- 2 ffR$O, HRS12 $1VVTJas '21 SPAI,5PO ftl Pitatwries Typb s 004,an d 130 6 S� 2�809. 1H fl,�Odt UM2 HUC01 -181!io , 81,§D)s a �*Z SSR 00� 7SP Sj[i)jfol "riles rswri head, th 4,W safeel,provith000nte k , t4rbone�04Leiri '24 'M5GA Mt�S ear'jis�hangm gin "Avolia -11w"i064 Topitlafille h j�rs Mo, in waths riiiigh florn 6 4 TH(3Ek1,,THq83,,-MG BFIZTHGE3HB, 71168H4. jU*jqeq&r 28 '5TC, Ltd Trua* 0* T-Y Pe 316 4alnlesosteel V9" arid bei0his J�am Tfoffi§` ta,�?j 17' 5 THGW�SDS3,.THt,4a-SDS45, THGQM2-q THGQH 0, .5,THGQK4-S0.136 -DS� 3mS 04 J0011anger 24 T13= T4uss ara0a,oialmorial �a- Ti*n HD Rod Couipler fTHQ371�14110,M405004;r--) Triton HDTh mad6dAbd,0oypler lot ooncrole cn 25 MIT-s�40S ho(,rigiarsi Toprfrairrgo �-O THGU�3;7.RaV,041, THdth`41�3�,,THQMA �Z, TJ(r�7� Tr I ws.JwkConn6cbr g TiterrHu Titwtdo� Podt H0irgertTH0S251ARH;,THQB1,71 USHH, TH-00?�MZ14H TjWn HIDThreade*qW Haingerforconotets THDS=4R�J, THDIOZ12RH) ;-26 PF,, PFR PFMj PFQ$t3 $WlegbarfqOrs flange Jan4efaaV4jlai§I1r tO VAdth of 11-011'0'od- 11441itt, lrcmj��"" to 74�81' , FL4140WO JFLAISW4�ft il�Y Wedgii-All "A) VVedge�Atf An�ftprfof n6AsoJi!irY 2T RR Ridge ttfl�er -borm Pftr Topflahgo hOnpator avaUf5la 1lit Wotis raqglin4 from 1 -w W-T-, '600 Protlittt Model, NumberrorNarn ProdilytIVIddeliN 6 ry bergri4arne anuble i�,rrbadded Truss Aiv-tbr I bMf&'612-&D�9 �-G, CtQM4AM0SHDG, bCQM5,5U,SbSMG, =QM!-�-.62-SDSG, Ift9ioPryPq&rCa;s,, 2, 1 lFGTPt,, P'4iTPHIL, FGTPHR N ", HISS H H irder POO* HurtnioneTto Emb6dded fruiks Anckinir 2 C ECCLOMIt E QLLQ KT, XT,, -50G Njb W I ProduttModdl. Nurribbror Name Ar-XP PTO Oust W"&j KP E t, Ht-TAi2-H,FrA1-kHE -T TA20, HETA24,, HE A40 JHFTA�12, HETALIO, HaALM Em KIGLOMU�- FC' �LQIV14.02&KT, - -KT' :5.6 26 PCU�Mb§,r J�T, E64APNI15i,�iii*,T - V.01V 2 ET4`IP 14ET 120, I doctModoLhIgm WWI atria �,SA44�ABA4411. A13A K A13AOIR� ASA% ARMSI� 'llbrodg6t gg�p�t h Adj4sUTa1,-- Post Ilase & 7 ]HOAMT11 HIM NOETAIOHHIEF-MCL. HHEETA24, HHr=TA4q. He-&�E�q�edqad Tru-Mohor, Z XF, F-0;LR1qMt*50Q-KT PGUM5��A HOUM7,25, HaUl H&4V)rMa-ryf4aqgprs 4 -5 -90W�,Wodge Anchor -for masontily Tliten 2 �;praw �richprlorcorrcrete =:3 U- AgU-44, ABU44R, ABIJ40,MU48R, ABUS-4, A!J M-, AS U-65, AB 06, ABMR ABU �djpsl�kble P09t Owe �s, Lim. 011:40100614 4 WUM91j;w2�1-4)IJ 26-5,,LGUM LCUM2 .3, �GJIJ M M41, 8 "-�JM*l 0�21 Masgrry seam HarfoQw 4 Tltety4p rri4d-H4:8u, tHENHW8, THU-CS8$61 do ��V ASW44Z, ASW44W- AM46Z, ASWORZ. ABWWZ, AgWWFiZ, A91W-7 Adjgmbje'PvA Base 4; 16 LTA12 M f--Tkl 2, M r=T&j �, M rr TAI 8, M M- W, M E FA24 M IE71A 47, LateralTrussArtchut lEmbad:10 Truss Ar4hbr 5 J-GU*�kU-GIjIV0, LGUV41 0 j219,2ra-, MBHASIV11,25�� MBHA�-�:4, ymiika Masion rffp� fiango ill Han4" tPounto V nk, hea* c- -4 _A04, Ar,4R, AOI54- A0.0 A06R AC5lt P�� Cap 11 M8rrA'M24, MStrkW5 M,$TCM4� ki#rVMAb p4jiHft58 IJ�60. MSHA5, 4,461HA 5Vj,6, I Tillah.Tutbo (TfV� 'rhtn"rurl*i turewAnrhor for concrete brinasonry 0 13,� ll�lCO; E3�411,- 1308, OUR, ad8t BCSZ-2/4, SCSIzAO P09 bip 12 Mtsmfe MTSMA, Htsmtl�-, RT-sN&D 1wit Strap for Masonry MIEIHM611t14, fi�SHA550tlt�, 6 11' 13e, t8ea, tl*i; E�mInaddja0ZotumrY Bose IVBHA5,�0118 Valwaa-SOB21 CSS:�86"Elasm" CBSQ66i, sow Embadde'd Ctipmei i3ase MSHUt,5011 4, MSHU346110, Mawnry Beam Har*rs fww7� 0 06, ftbc�l iCRiS&I., 9okod lumn capsfmft W1 panglr�g from 15-IM"w. P-VL�'�and V f Fl 496-M MVU5A"�25 M21HU$,W.)1 1.*. MBH1156011 1.�K ME&Hjj!��U, MtHlUrI01,10 BIA * Praduatftdih NunjWorr4a*q Ipwallot D"clibtfoh CIO > 0 �rargffig , A xc"9MA. w rarglpq from q4t.0" to 7-112" 1 L DTn Z Qeatension�* I X34 R1 0 T8-�5 ItXf Si U lk Xi 61016 4 K.-)QQ I --I b XQ`1 R1 0, 1 ei- 4K- ID-1 8 Stfom - D76ve X M stal'-%ff- 1) (1 U; rig , 7R rpin 9 ftfoe�,a wth #3 poll point 40 OP744Z, C;PTO6z1 M887 Conc�aale 0-tz wo tow Holdowrts, IF 21 XMI 1,41GI-224-21( #1�-24 Strqp;i,DrIvbV- Lafgd�He , Aittetal GiW� rillir1j. Tapping, -ad. 0 12 OF*9C WW6 rtpS4Z- EmWdiw Poo 4�ql 4 4 14MR How, 407b. Hf*f3 '4, HTrs, 147"-4 I-Ioll 7e ris"brTITiax 40 prod V�tlwdc iq _UM hL,4i, N-etz PygdJaDesodotfign X001 &Tv�wwr;h #5 Large D*.ma*r,HexWishsr-Hsgid loo XM �M#4iu in 0 n -Ho;W Metal 8oli, (116 g, 1,� Li4l XB.W FiJmn0,0ded CloNmn Silao, 19 LTT19� LJTZGSi�M[31 �ttolrsjoa tiets SQWM00, SZ"4M, Strarig, .0W EWP-PLY, ind TRV$541LYS0xAizrs - T-appipg 5cre*isY&#G DrigPointe6� Medium DfiamewrHax 14 15 M]7136&� MPSW XQ114$1224,,X011l4Bt224-2.5K Xl,14%224,-XQ112SI=4''XQI.1,281,22�-2X X#iitof $0-Drifling, Tappirig-* m--. wilo #1 Pont 1� IAP844Z� PB4� R. Pf� ,R044 P86st 44SOR MorrTontl Base �a 8, §0WH404,00'. iY10000B -twDfIVvSVwH TIM9c-P-JH5x8or,0w Z, XQW1 UTS, XU848104"K o-1 0 *rong-Driv-:Au Srreo's %�h, 1T P8844, A, F15�46, POS66 Pirbedded PO4 Stise A -�GW�-214JW VYH27 ','SO � W'UGj ZDWH �)WH �13 OG 27100DG�Z 2rj2QC, #ij PJ11 Point A 4 FG44461 PC46-10, Fd4646. f�Ce4-10, PoundPoo, Rfpe tap I ftroduct, Model., Num :�ast& 98 Anch 966§ Or ',S' 6 SDW$10 '21�� oa, sDw§l 27-12,� sbor,22 Sir ong §�,rewflniaf6r C,.de) r=00-64-16, I 2 SM -Si�TE�24, SST9114-,-8S��6 96TEI BL, SST820 TB24L, t% SSTIY;Q� L f;s SMAncIn6ir 8- Oft S;�W=Mf-SOVVS -SID"fliVISERN ,20� Pow "RZ EP 4Z, Lz�4132% r;PCa),1 EPC8,Vt EP0,8Z PopiCop 7 �§Dw=aci5m. SDM2=30ba sbwS226mm, Sows228orii:)I�, Sitongorlvt�:Sb*�-TIMBER 00�ew (Piteridt 0,%db) Sea # Vmduaz= 21 PFW"-47� PFB44:6Z Post:Baiw Cad0orAo,*nts Structural Wobd $cww 1 619SCS48j. D99S �8"rs Q2 PORZ Rift6- Ri-nstBaso FL*i SIDIMMOOSS, SDW=6wSE�1SDW8ZMSS� 9trw9-DrR"-,DwSTIME8R1SSSorfw 2 FCMS� FC&45,5. FGA475 FG13494 FCW1 15 U) X 010NOM# SavvV148400 K ICU f FjodVd(,T44dAl,�NLfM G-Nj�5tj2_CUSTj4,rMM0 C's RSO; H�M, P-R91 ��'iFRAS,'FHA% PHA�J-%,FHAU- -HA24, MST)20. MST130, pp staria-V 09p) So*w a 1,43805;25, S-% � SS(]A,21E,� MWC4215q, A4S$C626 FraM-fngLCo"-omr -F4-4AW -QMST mt MCO.Z- MSSM,25, Prdduct tieschotion PoundatbifArlahor �*Tpa, MsTwc, "TIM" $T27_ , V"L.$jk)[$r" HTme,, W82Q, 14,T524, 14TS28! HT-§80, HTSWC, HataVy-TWst fi�ral% FLA15363-M, 0, Nf,=O�KW jWSSS66.1�6KW xv RCKAN PC , M, RCKV,46S We ftid Knee 11-conneon'r 2 FRFP FIatRetrbt&�Pwidz*n Plate 4 J-W0,30,- USM.Q, LST141k 1,47-173, TVIS'TA9, N&LA12, MSTAt�, MSTAIA,,V $Ttklf,, MSTA,24 Straps 43 mit�it* gi4, 7 W-64��.5, M$Q-54M. q, 10-0, 0"141 0�8�Jqljs H4, 6 L9,'r LZ -Al 45� a. LSTA24,�V292 S 4,�LS�rAI' IsTm -,$T2.12Z -*115,�T221�; 19USH3,2d- OUBHOa2-6 SV04NUM11 - go) grid gin conrieptor -Sed S ProduotModaL A,�! I we- pirbduct Descatiba 1�� q-TT.- 'a 8r 5PS62--�4MI, 5CS62-ell 18, ,btzwo, 1 B, By -0 MB�, GL45$., GLWCGLB� q� GALEWP'. P 47D A 0014 T. ar 0 0ii LI?JGTA is P*1 2 AS- 29�s, Z:,Vt Tr1A RaW 20 g* li '10 W(xzk. sicla-25 0.,25 4 _,vrw HGlLVAt H01-5EL fjGLW--,-H*LJ3[j fieavy Gtularmr Bearing Plaw 4 �Tlv-�IVMI'01 1-781101 Lt-S-4 USTAN, MSTAX�STUZIF� "44i STIZ STIB, =ZMSTU,25,V�;TM USTC52 silraps'.64 mil,01 a 4 AS-�G �-vSHP 11 Sismisle Clip *ut Oonnevtor Bypase-17namingSlide. -I 7 H6T-P 14Gt4i H04 1,6 MoTctk.wimt zT6236 4d.rni['(f4gA� 'rwirt--,q -ping Uni�ersalLl;_D�Oaliojj Plae ii w - wn�f2, MT61s, M ��: mm M --suo, W00C Med 16 ffi ra P. 13 .I 22C p Plat 12 8VB -'Ve2,0&�S 4, 02, S?B 0� 'to Fie hoe qia, tHapgIrt P 1148VNWZ*X4i,1 �01-04, 1011261- Tapping Screw < It, $fflA2,!2J8,, SIBAMVI U. -SMAZI 2M 2 , S0A'2.j 2114, SISM .161$, SeA4_ I oil 0, Top Mail n9b Joist Harigisns PI Dft-adintion'- Z z ,14 ;WH tA GAC, c; DP, G 0,PM-zO, i� DpiM-7,5, zDPM-,, lo o, z Dpr,,,(3W-r�,-)GvV-7Q� tw-1 00,6 TH %,4,=w4Ie0 lostani a-1 and sachiblips, < 15 OHpaa,�OHDO J_Pi0StSMDj0r;, SIHD15S, $IN D15EI H okkiv"s. 3 MPA P r4w N POPA,K, POPA,MG, PDPAT PVPATzK PINW P, 'Pi NwP POPAft 10, H00 I *Idomlo P$VL-N W6Z 44 FbPAV�L-W, 'tA PTAH -A%,P`tRHA4 4 �SEJ-ZG SHEET NO. May 27, 2022 PA 1. 2- MIAMF[2ADE' Ni[Atsi DADS Ci2tJ1V.'1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Suter,, Room 208 BOARD AND CODEADMINiSTRATION DIVI5 N iarn• n ri a 3 7- .Ie) M � o al 3 1 5 2474 T (1s6) 3 t5-2590 F' (796) 315.2$99 NOTICE, OF ACCEPTANCE (NOA) M2&.mlamidade,1ov tonorny Cast i. -Crete USA., LLC NOTICE ACCEPTANCE: EViDEi'+iCE 51�7�MiTTE�'' #0 -0Cr 5 04 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALQ f _ Cast -Crete USA, LLC NOTICE OF .ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE, SUAhMi'I'TEI) UNDER PREVIOUS APPROVVAL 12 02[19,t2 Cast 5, -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL .# 14-0903.03 - Cast Cast -Crete USA, LLC3. 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffnei•, Florida 33584 ,r tel Details rr sheet I p 1 1. Drawing 14To, I+D4612, titled Precast onto Prestressed Lm e f r,Details"- No. ID4 2 fled Precast and Prestressed Lintel sheet I o 1. Drawing F b1: , t;,f- " ,, . I- Drawing No. FD4�1 �, titled "Precastand Prestressed Lintel Details ,sheet 1 of . T 61 t'tle ' b Crag Parrino AE., dated March 4, 2003 and Drar�ing No. L 4 2, t d prepared �' g � , 1, e prepared Craig Parrino, P.Er, dated 24, 2003 and Pr � y i „ " :, " 1 dated a3124r03 and NaL2�4�1.� tatlerl..Cast-Crete «1 d c� 1 . i S� �7CLIPE. " . rt " t Safe Tables sheets 1 through 3 0 3 prepared l - CdSt Crete 4", 6 & Z� Lintel . ,fe Load b f x � ,� y .. _ rr ,� rt r, L7`46i2, titled "Cast -Crete 4 , tS � I2 Lintel Safe Load Tables'; sheets 1 � Lintel Safe Lead Tables". sheets 1 through .I of-3, Iasi revision dated 06112114, all This NOA is b issued under the. cable rule regulations governing e e o it a sing appli - s and r gulatl go _ rrung the use f construction materials. ,.1' t revision n #1 dated April 28 2003 both CraigParrino, I'.E'., dated March 24, 2p03, last a�v sro P .. 2 . 3 last through 3 oft prepared b .Craa Parrino, P,E;, dated .March 24, 00 , .a P P y g , prepared, signed onto seated b Cr Parrino, F. E, on 08119114. P p sag _ The documentation sublltttced has been reviewed secs led, , Miami -Dade < p t n and p byCounty R Product Control drawings signed and sealed b Craig Parrino, l'.,E , Sn y g .. , .. t°evas:ern dated ?Vision l l 2t�Gl�, ttla' signed aracl sealed by Craig Parrino, P..E:, on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictioi, B. TESTS March 22, 2012. B. TESTS I. Test report on flexural testzrrgon 4 ", 6" & 12" Precast Concrete Lintels Pilled mild B. TESTS 1, None. This NOA shall tuft be valid after the expiration date stated below.. The I�2i 1i-Dade County Product Central Unfilled Models, total of ('13) concrete lintel specimens, per AS7'14�`.E•-529-94, prepared C. CALCULATIONS Section in Miami Dade County)and/or the are other than. Miami v AHJ` (in as o er t Dade County} reserve ills right to have . = � 4 4 dated 04110103 signed and 5} Applied Research Laboratories, Report Na. 30 0 A, _ gn. 1. Norte. 1, Calculationsfor Cast -Crete Lintels, slated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance osm If this product or material fails to perform to the P ty p P Pe sealed b ,Christo her A. Ifamon P. y p C. CALCULATIONS > . prepared by Craig Pa$rrino, ,P.E., signed and sealed by CraigParrino, P.E. accepted titartrttr, the manufacturer vr?t`tl ino~ur file expense of such testing and: the AI:tJ' may immediately revoke; 1. modify, or suspend the use. of such product or material witbin their jurisdiction, RER: reserves the right to revoke C. CALCULATIONS .None. D. QUALITY ASSURANCE .: . _ .. this secs . if at as determined ,b Nit t D dt; County Product Control section. first this: odic or material ptanc�. Y am. a . ty product t . _ art.. . ,. .. r dated 29 7 e_ prepared b Craa 1 la ons oar Cast Crete Lintels, dot (l5r r�73 20 s 1. Cox cu_ ri , . y ,�� .� P P�' ,. , D. QUALITY ASSURANCE l: B Mtannr-I]aale County Department of -Regulatory :and ,lso=�+aao»iaa: Resources (RE'R).:, y fads to meet the requirements of the applicable building code. Parrino, l' E, signed and sealed by Craig Parrino, P.B. 1. By anti -Dade County Department of Permitting, Environment, and Regulatory Affairs. i. Calculations or Cast -Crete Liiatels, dated 05r29r0,140 pages, prepared by Craig L. MATERIAL CERTIFICATIONS MA This product is approved as described herein, and has been designed to comply with the High. Velocity Hurricane .Isfsi st sealed l Cate Parrino, 14 Parrino,P. gn a y g E. MATERIAL CERTIFICATIONS 1. None, Zone of the, Florida Building Code. 1. None; DESCR%PTION: (Cast -Crete) 4-,6" & 12- High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: E. OTHER „ r APPROVAL 1?OCt,>1�T; Drawing No. �A461Z titled Precasi and Prestressed .Lintel Uetalls 11etr ! of l ll r xS t , - Lintels revised on M ` :1: Cost -Crete Machine ode Precast 1. Quality System Manual f�vr Cay r F. OpI`I�ER. 1. Letter from Cast -Crete USA. Inc.,Icdated �rl ,�/.�C11 �f�, signed olio ,sealed b� Craig prepared by Craig Parrino, k'.E,, dated March 24, 20C}3 and Drawing No; LT461, titled 4 , ' � I2 "Cast -Crete 002 rtxta dated Febru 03 2�12 signed and sealed 1. Letter from Cast-CreteCorpar air, � gn Parrino, P,E. certifyingcorn lraxtta:e with the FloridaBuilding Code 2014 Editaan, , p g . .t _. Lintel safe Load Tables", 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 29�3, East � - Prestressed Productsdated 2002. Z, Gast Crete Quality System Manual for Pr stye ed by Craig Parrino;. P.E.,, certifying compliance with the Florida Building Code, 2014 revision dated .June 12 2014 all signed and sealed b. Crai Parrino P.I . on January , 2019, all bearin the Edition,6. EVI.DENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-08821.18 Miami -Dade County Product Control Revulsion stamp, with. the 14otiee of Acceptance nu nbra and the expiration 2: EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320M A. DRAWINGS date by the Miami -Dade County Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # I3-Q32I.07 1. None - MISSILE IMPACT RATING: Large and Small Missile Impact Resistant f 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 trf 1, A. DRAWINGS LABELING: Each lintel shall bear n : permanent label with the manufacturer's name or logo and the Miami Dade p s prepared by Craig Parrino, P.E-, dated March 24' 2003 and Drawing Nv. Lf4612, titled L None. B. TESTS County logo. "Cast -Crete d", 6" & 12"Lintel Safe LoadTables" sheets 1 through 3 of 3, prepared by 1. None.d RENEWAL ofOils NOA shall be considered after a renewal application has been filed anal ,there has been no Craig Parrino, P„E., rioted March 24, 2003, last re�vsianated.Morch 11, 2008, B TESTS1 C. CALCULATIONS change is the applicable building code negatively affecting the performance of this product. B. TESTS None . _ 1. Norte. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1, None. C CALCULATIONS: materials, use, andiormanufactuwre of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales,.advertising or any tither purposes shall automatically terminate this NOA. Failure to comply with 1, B Miami-Daule County Department of Regulatoryand Economic lfesaTner ces y ty p (RER) any section of this NOA shall be cause for termination and removal of NOA. 1. Norte' D QUALITY ASSURANCE U+ 1'VIATNone. CERTIFICATIONS : ,_ ADVERTISEMENT. The; NOA number preceded by the wards Miami -Dade Courtly, Florida,: and followed by D. QUALITY ASSURANCE 1. B I a`rmi-Dade CountyDepartment o Regulatory and Economic Resources (PER). }' p -� . 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 ice: done in its entirety. E. MATERIAL. CERTIFICATIONS IT. OTHER - INSPECTION: A copy of tilts entire shall be provided to the user by the manufacturer ©r its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Ccrrrzpliana;e Letterwiththe Florida Building Code,. 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official, L None. Crete USA, Ina:., 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. e The submitted documentation was reviewed by tielmy A. Maker, P.E,i. M.S, .E., eiany A. M r, P.E., iVI,S. I act Control Section Supervisor elmy A. Maker, P.E., M.S. Pro uct Control Section Supervisor , elm�r A. Maker, P.E>, M.S. Product Control Section Supervisor f C�M=DENTYii a- ` ✓W i'+iCiA lYo. 30-0630,15 NUA Ne. 2t1-0630.15 NOA� Ilia. 2o-0630.15 �tQA P+Io. 2(l-it630.i5 Expiration Date. 09/1112023 p Expiration Date. 09ftI12023 p p Date. 09/11=3 Expiration Eatpira#ion Da#g. 09/II/2023 , Approval Date: OSt20/2020 Approval .pate. 08120/2020 Approval Claire: 09/20/2020 Approval Date: 08/20/2020` Pagel E-1 E-2 E-3 Cast -Crete USA. LLC Cast -Crete USA, LLC NOTICE OE ACCEPTANCE, EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVI 9N`( JTIED 7.. EVIDENCE SUBMITTED UDDER PREVIOUS APPROVAL # 18-0424.04 9., NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Norte. 1. None. B. TESTS' B. TESTS 1. None. 1. None C. CALCULATIONS C. CALCULATIONS 1. None- 1. None. D- QUALITY ASSURANCE D. QUALITY ASSURANCE L By A iami Dade County Department of Regulatory and Economic Resources (RER), 1. By Mt'ami-?lade County Department of Regulatory and Economic Resources (RER); Eo MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Node; I. Mone. F. OTHER F. OTEMR 1. Compliance Letter with the Florida Building Code, 2017 EdWOA issued by C'as 1, Compliance Letter with the Florida Building Code, 2017Edition, issued by Caxst- Crete USA, Inc., dated 08108117, signed & sealed by Craig Pairrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida .Building Coale, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & settled by Craig Parrino, P.E. 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details ` sheet I of 1, prepared by Craig Parrino, P.E, dated March 24, 2003 and Drawing No. LT461Z titled„Cast=Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 oj'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dotted June 12, 20,14, all signed and sealed by Craig Parrino, R E., on January 22, 2019, B, TESTS 1. None. C. CALCULATIONS 1: None. D. QUALITY ASSURANCE 1, ByMiamiDadeCounty Department ofRegulatrryanTdEconomicResources (RER). E. MATERIAL CERTIFICATIONS' 1, Norse. F. OTHER 1. Article of Conversion, fair a name change. 1 f my A. Makar, PS., ns, Heluty A. Mahar, .E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630AS NOA, No. 20-0630.15 Expiration bate: 09/11/2023 Expiration Da#n , 0911VM23 Approval Date: 08/20/2020 Approval Date,* 08*0/2020 E-R4 E-5 May 27, 2022 Cv N Cn C0 O� O U .� Cv N O _ CU � p ca rn C C-O LO — S•- CD CU O -0 -� Co E �� O Co > •Cn Cn a)L to E O W ---• CU 0" .,C F— CU -0 " . c +5 CJ) �- <C cc . rya m .Q r4 co c-a y C R G1 G w a2r v 44 a• ar . �, c m (D E Z Cn sus_ C� 0 > C CL o IL U L- s_ U M M Q O L w Z Z Z aC a SHEET NO. PA 1.4. I T' I - v - IL PIWOUCTEVALUATI REPO REPORT NO.: 204728.01 DAkTE: 'July26,2020 PRODUCT CATEGORY- Shutions Pkotfucrauw ftrm Panels PROWWNAMEt 24 0AQC- GALVANIZEDSTEEL STORM PANEL MANOFACTUREA: 8000 51 Street 00�ft Flon&333114 1.'PUfZPQSEL0FgVALUAJIQ Thlits it, ID'PrOduct Eveltaitkin RAportisoilled by Walter A, 11111t, jr.i P.E. t (Sys drh lb # 1906) to the Global Protaction Products, LLC, Rule Citapter No� , 61 G20-3, Method 16 91 the Florida Department of Business and Prallessional R"Watfon. This produet is being Issued -an Evaluatiion Re Ott as described heroirt, and he-$ .p been velfflod: for compliance in accordance with the!2020 Seventh Edition of the ended Florida Building Code, and to vorify thafthe prootictis,ftir the purpose ht Of4pasta,qw1vale thatte I - MAO quimd by the Codo� This Product Evaluation Report, shall be subject to review and revist InLo of a Buildiiho Code change that may affect,tts limitations and conditions 61) 'Ase 1, E19ftNCE SUBMITTED; k 44107 N REPO= No. 2"728m 2J_TWTMPORT5,; Large missile Impactandfatigue load lastswereverfarmad under-Prot000ls-TAS 201, 20.aat, por.sectloh JL626L Of th#Floifda BuIldin _O'Code. Unftrm stolc� loads TA asper, -S202Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 daled 0810911996, #90-5,70 daled 09111311996, 2126d9ted I O/M/1998 Witnessed by Gilbert Dlerriorld, P.E. and Report No. 0219.01-00, dated March 4,2009, signedand seated J�y Edmundol Largaospada, F�E- arid HenryHottern, P.E. Tonsile teq _t report NO. 9CMA97 by QC Metallurgical, trip., dated March IS, 2009, signed and sealed by Frank Grate, P.E, 2J_ST_RUCTURA "I E INEERINGDA =LATIONS., On 20 Gage GalvaWm6d Steel Storm Panel for maximum parial length vs. design wind lQaCL _as Well 2SL MXIMUM ariChor'Spacing V$.,dosilgn wind load and panel 'length based on rallonal and oornppraWoo analyplis, and In accordance with section WO of the Florida Building Code. Calculations prepapied by THloco, Iric., dated 11101=8 and 03112115, signed and sealed by Walter A.,Tlflkl Jr., P.t.. MISSILE IMPAQT RES-LOTAN E; Irn& Offin Large missile Impact under soGtion o f2forida Building Coda, as per TAS401 Protocol. 4. MDL - ML , OAD$ - 2,0 GAge Galvanized Sleet $tbrim Panel has been verified to sustaln,*Ind net IIsnglth,ShaI[ b pressurtis. M"mum pa as Indicated on sheets, %10,14,1$, fS, 19, 25 and 26 of 26 (if Product Evaluation DoWment (P.E.Q.), drewift No, 14,16,17,L, 10, 10,20 26 and 26of 26,�of Product EvaluationDowment(P-E,D), 204176. Maximum Anchor $pacing shalt be as indicated on sheets 8, 9, 10, 11, dmv4ng No. 20-178. 5. INSTALWIOW Instaflotiun shall be performed strictly in accordan1cd with, details indippitodf,on sheets, 3 thru 7. 10 thry 20, 23. Urand,26of �6. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation toglass shall be as indicated on sheets 8,14,16,26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawlinA No, 20-IT& emu, N=-, 3,3) IN CASE THAT PWXAW SM*. OR= OR WOOI) BOARDS BE FOUND ON THE .XON.C11.11EPP�W115 COSTING` WALL. ANCHORS SK4L BE ON = STRUCTURE BEHIND SUCH CAN", 1� STORM PMFLSH(M ON PRODUCT mums nocuken tpxq ws mm vERm FOR comptiANcE IN tftrk) MCHORAGE %Kki BE AS MENTKIRMIN 9.1) AND IN 6.9), ACCORDANCIE WTH THE 2WO 0! ORTHRaORM BUXD1N* CODF_ DES" WIND LOAM 5110a BE OMF"NM AS PER SECTION ifin OF THE ABOVE MENTXR(W CWF� fm()RR THM SWJMRS WU. BE INSTALLED AND 1/4 "*Oft AS NA?WFAMftD BY fl.W. BUJM. W_ #14-10 P""KTE FOP" IOAM FAMA47E PLUS ANWOFC5, AS MANUFACTURED 8C ELCO CONSTRUCRUIN PRODUCTS, 026 =;=W*SF1W!L80Y;W Ma SMALL Nw a= rdE WMI&LIA ("xL) DIESION PRESSURE RAXINCS INVICATED ON SHEETS 7 THRU 1Z 16. 15. lk 12 & 20. Sm" M H.U.S. W WWO ERISHM, A& DIVrineutm or ALL Paw SOFEW, SaT sp=w xf W. OWTION, ULTIMATE DMON W040 1.0" DETERMINED POT ASCE 7-16 BE T"eu BY 0-:6 IN ORDER! TO �=."O 4) INFO WOOD OF TAPCON ANCtIONS SHALL BE I Ilie AND 2* MR GCQ PARElk0t PLUS comi-�W THESE #1 W, "zf ON SHEETS 7 THOU 17. 14, 15. 16, IS 20, W ORDER'M VMFY lKkT ANU40M ON TfW PEM AS TESTED VTERV WCY ORR SMV.SSED, A SSX WMEASE W &JOITAKE C,2; MINIMUM TH;W400 Poemrom OF LAD M THE WOOD FKWE UNIT SHMi ft 1/2'. W T1*EAOED C OMMIN pmmmw INTO srucoo SKALL BE AS PART OF THE REQUIRED THREADM PMMT[OW STRESS MR WIND LOADS WAS USED 49 THEIR ANALYSIS. fAS"M SPAC#4 To WOO MAS WEN oEnmowo IN fiRL ACCORDANCE WM N.D.S. 2011. C1) JWWWU ZOM ft'TANM OF LJ* SCRERE, INTO WOOD 24OU K AS WOOTED IN " ORAMNO 67ORM PAMIX'S AMOUACY fug Imfl*a AND WIND ReSISTAMM HAS BEEN VMW IN A". ONCE Wn SECTION 1620 of THE AEOlk MWXNEO OOK-M PER HUMCME; 0400MM & TEMR& JW, REPORtS Ot-MR. 96-574 & 95-M AND C,4) MINIMUM PEWWTWN OF WOO SUSAW SIMEL BE 511r, 1/r p-M SCRM USED SKkk Sir 1 112* LONO MtNWrVM FMSTRATRIN IMINO LOS WC�, REFORM #2032 & #2126 � AS PROTOOMS TAS-201, TAS-202 AND TAS-205. $HOULD STUCCO OOST, AND i'OINIMUM FOR *A" *1TH M STUECO� AS WELL AS AMUMM TEST LAO Or SOM fiARIDA REPORT 0219MI -00, AS PER TA�S 2DI, 1146 202 AND us 203 STANDARDS. C,-4) 04 ME "T PRECAW CONCRETE PANCLS, S=OD ON WOOD SOMIDS BE FOUND, ON TK 00SM4 2- ALL ALUMINUM WRUSIONS TO K BOGS-" ALLOY AND TEWM (UNLESS of WEIE N=)� SEE SHEV 2 XOP& L e=W *44 AIKMRS ST WIAOR TK MAIN STRUCTURE avow SUCH PANDISL MMOWE *WL, BE AS OW0401 IN CI), 0) & f 4) I ALL PLUNINDM SHMT OM USED AT CLOSUM S14AL WE NOS-14$4 ALLM, I[D) ANCHORS SHALL 9C O&TALUD POU.M4 ALL Or ?HE A)* SPS011FICAWNS Of 'THE ANCHOR'S MAWAMM. A ALL STEEL SKET METAL PM06S SI-KU "r. STRUCTURAL QUQM STEEL, #VM A-653 OP40E 50 WaMUU. D­FA IDALVANM STM DESIONATION WIrY 56.5 W WTER RWM. 8, PMELS MAY ALSO BE PWAU AX HOWUNIMLY FOUOWM OWAUATION DETAILS SHOW ON =rON 3 114MJCN 10 (gem 4 1HROUQ14 4) DMEPT TW HEADERS & (1) SHALL NOT BE USEU, $ ALL SCRM 10 BE STAINUMS WEEL 304 OR 316 AISI SVUES OR CORROSEN ReSWANT CWED CARBON SM AS PER 50 . MD STRE ERGIH ANO 0 W TENSILE W104N A; SIOLL COMPLY W/ R.M1 UAW4 CODE 9, a SKkL K WMFY THE IMNCM OFf)TK SPRUCTM WW-Rf SHUTTER IS BE �14� =To ONLY WNCAM WCK OR *000 FRAMETO NED 6, BOLTS TO BE ASTM A-3W OALVANMED SMa. W AW %V* SISOM STAIKM STEEL. X k9 WMUW'V?W STRENCM $0, D" AM" STORM PANEL VON Lrm%TW. OVER 8'-B THROUGH W-c' AS PER SECTIONS 6, S. 9 & 10 AND ALIMMTIVES SW� I ANCHORS TO WALL MV1 K AS FOLLOWS 9W & TOW ON SHEETS *, 6 * 12 RESPECIINELY.- SHALL RANE A LVOISUE AND RE4DILr YOU MARMW IMSFRWM4G OWNER OR TENANT TO SECURE PANELS WITH APPLICA11LE REINFORCEMENT "M "M OF HURRICANE WARPEOr, tA) V-010-TAPOON ANCHORS, 4 WNUFACtURIV er tr^ EUVILDEX, INC (Mi,�, r-34" Pxl) I I THE QWX"FON CONRIAC3" IS V WWK "Mill IN COMM" OQWM "T" ALL SI'"R OqMP~ MF YK MAD= To Pavou WkNol"N /4* 0 CALX-94 ANCHM AS 9"FACtURED BY OE"T OC. (MAR, I'Z13AW P�04.) ANCHORS. AS 0WROM Or ALL POW SERM, SOLT & WMALrY CO, 1Z STORM PANEL INSTAUATION SHALI COMPLY WRM SPECS #401CATED IN TKS DRAWING PLUS ANY OUILDIPG AND ZON94G RODUIATONS rewww 9�-L) PROMW Ur TW JUMM"ON WERE PERMIT IS APPLIED TO, f(IA"-to PANELMATE nUN.4 1) & PANUIATE PLUS ANCHM, AS NMUFACTURW BY 0= CO&WRVCTON PRODUCTS MIN. r IS, (4) THIS PROPUCT EVALUATION O0CWWNT PRLPARW Of 1W ENOWEER IS OMEM MO OM NOT PRVADE WFORMA'"Ok 1/4'* Cr 0-4 MANUFACTUFNED IN W-FAST CORPORATION (V..300 q..L) VW A Sn SPECIft PRO&M, I,. VNISK JW WE OWUMONS DEIRTFS TRW THIS p�iED� A I) MINIMOU UABWWM OF TAPCON MMR)RS WM POUAM CONORM SHALL BE I 41�V� 2' FOR PAINEALMAX rVAqIE E (b) CONTRAVOR TO K RESPORMW M TH SEXOTION. PUROIWE AIM WAUAT40 944t"" tft,WM OF THIS FAOWU BASED ON TNts PZ0, MmEo HV%W DOES No OVATE FROM Im CONDITIONS VETWED ON THis DOCUMENT io AW PANUMTE PUA AM 1 1/4' fM CF TAP-ORP ANWORS. 045MUCTION SAF51V AT SITE 12 THE CONTRWIDIVS RESPONSRILITY, AS) 0ALK-W & SOUD-W ANCHORS WAU W IMSEDDED 7/8' WPD TH PWRED CONCRETE No EMBEDMIENT 000 (p) TAM PRODUCT EYK�MQN DOCOMEINT VOLL BE 601054PERED WYALP IF kminw, STUCCO SHALL Be P8WTTW_ t/4' 0-20 SCRM USED SNALI. BE IE 1/2- LONG MOWUM SHOULD SNEw MST� NO I;rVW V BUT " 'A�§V(S WITH *0 STUDIED. MO MAir BE HEADED SMVS OR ALL THWEAM SCROWW/O 11FAU. 18) SITE SPWIM PN%RVS SHALL BE PREPARED By A fXVRTIA RECUTTERM ENQWM OR ARWITECT WWH "Ll. TIECOMIE -THE t"Mkor RE.M mox&ag PROTECT AND '" '"LL BE W.PONSIOM OF THE P.E_O. 'N' AS) IN CASE THAT PREICAST STOW PRECAST CONDFIETE PAMS, PA%19M STUCED OR WOW BOWS BE FOUND ON THE P.E.D� NGOM. Slikk SUBM" TO W1AMtWA�jE='W.E=%.O DMING WALL OR FLOOR, ANCHORS SWIL BE LORD WORM TO WON THE " STOXTURE WOO SUCH PAND.O WATRA" %*1 13E AS MENTIONED IN At) AND W &2). THE DATE MO OW14AL SM AM SIOWTURE OF THE PROFESSION& =:WCFS%1CXU`reAT PREPARED IT. 4141APDON ANCHOR$ AS MANUFAMYM W 1. Y. W� aIALDEX INC, 'J'/7 MCHORS, AS WAWWAOTURED Wr DEWALT' RICL (MR, e-1500, 14 WW' MMUFAMRMS LAM SML,K LOCATED ON A RWILY iASOM lOCATKW,AY STORM PMEL IN ACCORDANCE MYH SECMN 1799-2.3 OF FLORW BUIUDW CODE. OW LABEL 4�8=_EW P.�P.) t/4-0 y 9 ANCHORS. AS OISRMWrW By ALL POW SCREW, 80vt & SPMOLTY CC tS I'M SHALL ED FOR EVERY OPENING. L494M M COMPLY WITH SECTION 11095.2 OF THE FLORIDA SUILDINIT CODE. WO P-.1) VANUMAlt FEWa 10 AND PAMELMATE PLUS ANCHOPS. AS MAWFAMRO BY am CWSMUERM -2071 p1til) OS%Z. "00"40144 ME cis (MIN. I't % VF TAP-GMP M11COORS, AS MAOUPA"W BY TAU -FAST CORPOMnOR �1 k A 1 7,# 8-1) �tMU4 EMBOW00 OF TAPCON MCHOW. 10.00 PAMMATES MO OF TAP --GRIP AN04M WTO THEE FLORIDA #UILDIWO CODE 099h Velpeltr Hurdca BLOCK UW "LL BE 1 4/4% 010.4 Q= umm W_ 20 WE SAWANIZED SIM smm PANEL 1142) CALX�W Ar SOIAD�SET ANCHORS SHALL BE EmBEEM 71V KID THE CQWKIE BLOCK UW 157 1 1- WIT STUCCO.SiW4 OF PERWITTW 1/4' 0-20 SEREWS USED S84L BE 1 1/2- tONC, MINN, EIM. AND I MOO" MR WAI.44S W SIUCC-0 <471 101LOUL PROTWTICIIN PRODUaS. 1.14.1 IN UVIAM QUA114 EMW&ULAR PAYELSO) dA ltjTt% rvieTuitt_ oinitorn ir�nmi-ortr ria r%AbJ^orrr cithFiv evist#.-Irijore ou" OUT im an AUTRNATE OUILQ OUT MOUSMQ Waif E.D. EDGE DISMM (SEE SCHEDULE ON Nam mcomamm M TOP & 8017W MOUNTRIGS CAN BE ANY WAY TO SUIT AW FLORIDA BUUIWG CODE (INTab V61oallh, I L MAT—EMAL mp Shall'bcatflo, accordance withAoneral, - y'ln L: f:Zb, of Pro�Ud' Notes�and,�Compori",Ihdtc�ted'on sheaf 1, 2 and'2 a tval L Doml 2 pation Mont (P.ED.), drAwlitiq N*�,20­174. Arch6rLspecifications that[ be " indicated on 0oetS1, 7 and 21 lot 26, of Product EVatuatioln Doovmw�it (P, E,D.)., drawing Nix, 20-170, 7- LIMITATIONS AND CONDITIONS OF 7A..$hall t4,-std,cUy,in..compffancewithOworal,Notes NO� 1, athro 14, Indicated an sheet I af213, aa,welf as -General, Notda# i ifiru 4�arld I I thru 16, indic0ad' on sheet 21 of 26 of Product Evaluation Docume . nt (P.E. 0.), drawing No. 206170 prepared byltIltecoi Inci and s1binediand sealed by WalterA. 72., Product May 46 f4stafled withinHIGH vaLoiClTY_HL1AR1CANEZONF�va defined on sectlon 1,020.2 of the FWds Building Code. -to 7,;3,Ptoduo�,shallontype.Instp). ]rItEipaq d 100,norettoorictato- block, and wood fram"ructulies.' Product Evaluation Report, prepared by WalterA Tilllt� Jr., P. tid Ll I� No a pariso No. 441 V); President of Tilisoo, tFlorlda E-,LbOW TI—LFECO -TILLIT TESTING A ENSINNEW11118 COM PANY - — * 5iffiRl. TXLI T-RDDUCT EYAUATION REkM R15PPRT N[0;-� 204727.02 DATE: July 27,2020 PRODUCT CAMOORrL Shutters PRCOUCT SUR-CATEGORY: Storm Panels PROD OCT NAVIE4 24 GAGE � GALVANIZED -STEEL STORM PAN& IKAAUFACTURER:� Glabet F! Wduca-= M" f, 5 21M 11 SW,15�tstr,"t Davio, Florida 33914 1. PURPOSE OF,AVALUATIQN1, Is ID 1906) to I , he Global Protectfon Products, LLC, Rule Chapter No. GIZ2(1-3; Method ID vIf the Florida Department of Bustness andf professional Rogulation. Thla pro44qt Wboing iss an Eval lon Repo! as dysGnWed heroin, and has, �uod List been verified lbir compliance In accordance with the 2020 Seventh Edition of the Bull and _fOLVelify the product Is for the ptirpose in Wed I ft to 11181119-�t �ttii Florida eqo atrisquiredb theCoft 1 y- This Product Evaluation Report shall be subject to review and revision in case of a - its linnitaittions, and oppiditions Building Ocide -change lbat may affect 2. EWDENCE SUBMITTED: Jr., P.E.; A 635_511.W_�ft &met, 6fiiite 105, MWIDE1, Floxida 33166 - PbOne- (X5) 971.1 167 COMP-090-M FOR REOULAR & LIFE SAEM 90-RM PANELS ISCALE: 1/2-1-) __IS_IW (TOTAL (UFMIK 1 ------6 i/,V— Q.03C AW. B#CK __6 MYNOW ISM ASTV A-W t�ll I - Ilk THIM Obu "EMAIER--v, 2157' CALVAN20 STEEL sm , / )e 2.CW 6" 2.0 :>, , ,. Ty WED NED AM A KTAJL AJ OMM'So WOAIM EW OCIAIL Aj 0-00 GAU11 1�0-1 480 A 31 45.V I ----------------- ­ ------ STORM EM M -STORM P"EL Z I svr*- PAqQ is aw LP l2s* 20. !9VIL %fosmtn '100, f-IS Sm mm S�S. Sm .750 ,2 5 42 11r *OW i I_ i INS, MW SW 093" Pa 3 LI;*V_ , I 30, ISOMIETRU! A MEW RIL ZOW-4 ROUNDED CORNER 0 ENDS -OF PAM*S M e. END III. W/ KDAMD EOCE. (N.TS) -ho ti *U-w HUM ANWA (R AN= Ifflni STUD AME WITH r WEE i t/14 2/14 .14� 3W OW CODE .7W as-n 25- SU 3" SERIES rwro 10 Sir 11A Awe 11 i/,� 0A IVI . k i flu L I I oar .857" PMW PAM 04RUP L XIEY H= WASHER two r-.C)83: x 9 aX *C DAM UM KEED W4 WITH SW __yw IF tow '&Irzvoo� -�z lZi. 1 1 .5w .44167 r FLORIDA BUILDING CODE j(W It Viftc:lty cam Z"*) i I �� I .=,fWq:L Of "i VAI W_ "A9 O.P WMNUt 20 #A0E 0ALVANIM STEEL STDOW PANEL 0 (9 ax tip" &Ak Al PAN 11LIEC07 M001 PWMCnON PWWM LLC. ,.4 4W ". 51 SMW ALYSOWNEIx, M WW Wx */OUT : rw4c M W" 20-176 AWMINUIL AN MWLIW W$HM W/ A"PWL Wa4w (SWUM WN M 9. On 00 MOM KATO 37ttp M Vic CDNCRM ANCIM (M SWW" ON - WAUA Mliff %WS a vISIVOK 9) NEW I' VIDE VAIIAES 1/8' -6"Tm STUCCO/ NEW WOE . VARIES 1/6' ALUM. TUBE an 1* . VAM 1_"I "Sir ON 9) _J lie (D U E-Arm WE MWAND g won -4 �Qwla;MWQ444 I - -1 - i Ala. I BE ANY L 20 rA% WANMM SIM STORM PANEL 20-176 Lat)96,ft1iSsfk3 ImpgotioadIetts womperfbirmed tinder SST13.12.9 1600.j.2ofthef:l' _Q,4faif0srd as per sentolti orlida Building I , Code� 11.1hifortri.static,loads,43sper Section 7D9,8.3,0rASTME-33Q. Tostroports prepared byAmorilcan Testing #Lt), -11 IL(02 Wifnessed by WIllism Lab of South Florida, Ropoq 8,14. 01-01 44IIsd�03 k� Mohnip rid r, P E', BQrIz Moro an (�q Art .6. , z, P.E. a HenryHtttarr, E d N _09 p 0219.01 , , d�jd February 25, -2009, signed and seated by Edmundo Largeaspada, RE. and Henry Hattem,.P.E. Large. missilo impact and*Ilc loadings per Protocols TASr201 & 203 as pot ae,6tion"I 800.1.2 of the Florida Building Code, Test Ropoetpreparedby'Amerlopin Tostifig Labbf South Florida, Report No, 11,2�-. 1 01-% dated November23,2010, signed and sealed by Julio E. Gonzalez� P.E. r Tensile tea To Nm SCM-1" isy W- MetolUrgleal, Inc., dated,Match 1%-2000 I � � pod, War6d-4ad sealed 'per QC Metallurgical Report No, I OKM-I 31 Dacelinber 1, 2010signed and "Wed by JerryJadofanqP.E. as I per ASTM -E-8-. 2A 11MCIL" KGIKE%NG!9r QLAVOrNS. 0 L n 24 Gage Galvanized Steel Storm Panel for makmum panel ten vs, design gth wind load, as well as maximium arIchortpacing vs� design *nd load'and panol lengfh based on rationalanTILLoorriparalVe analysis, and imaccardando with IsectiOn 1604 of th Itaco, o'FlorldaBuildingCode. P-oloulationsprepared 0MI/I (for Sion), signed wW sealed byWafter Inc., dated -12116110 and r,*vJ a thiaL A 71111t Jr., P.E. 3..ML4§ILE'IMM-QT RESIV _ bargeimilaisite, impact LTAWSIscliOh 1409.1,2 of theflorlda Building, Code, as per SSTD 12-99 Standard and TAS 201. 4� WND LOAD& RESISTANCE 24: Gag* GAIvarTlized Steel Storm Pano) haF been verlffe4 to Sustain wind pressures, Maximum panel length shall be as indico I L I tL , , , 1�), dralliTlrig No! 20,17$� . led on sheets 3, 11. and 17 of 18, of Product tigrblualtiorl, Do L i . rLfM;eq1,(P.EX Maximum Anchor Spacing shift be as jndii�ated oh.sheets 5, 4, 10, 11, lathra 16 - and 18 of 18, of -Product EValualfofl Dorornept (R.E.D.), draVving No. *175. 24 Gage Gahrenizad Steel Storm Panel has been Verified for code compliance to wo rK as a-ripri-porow s, sto rmr,sh utter assornb I y, a a per SSTD 1,2 :,99 Standard. NA�/4,;� 1/4. 2/4, 3/4, 4/4, 5/5, 7/5, +1 W/l 0, 1 W/10, SW/10, 4W/10, 5W/I 0, 6W/1 I & IW/ I I w FOR t —6 7 p with doWs indicated on Install4tiort shall be . erforrined strictly lin: accordance th sheets2l ruB,121hrulSofi8,ofPrOductEv4it4AtlonD6q4ment�FX.O.), drawIr%No.2Q-176. Minimum separation to glass shalt beas: indipated or! 4heots - Ey�slqatfonD L time �is 15" 11% 14� 16 � I � an 0 1 8'of 1 S, of P(o d 4ct no At Inig N& 26-J115. �(P.E'0)�dtaW t,,MAT_rgR_ C144AR TERMCSAN03 lQ000. Nblesand Components Indicated on S� 11: bo, f ILS, -of PrGductEvaluation Documarit (P,E 0.),drawfing No, 20-175, Anchb r sper lffcotfdrts� shot I bees, I nditated on sheet 1 of 14, of "ProOlo-'t h" Document (P.EQ.), d ng No. 206vt EvaluatIoL MITATIO S, ANDCQNI2MQNS_QfUSE* 7.1. Shall he a Ifictly 4n compliande With General Notes No. 1, 8 thru 14, Indicated -on, sheet 4 of 145 of Pilodupt. Evaluation Doctinnent P�E,D), dravitIng No.. 20-175 Itec1q, Irmi arid signed El ilher A. Till4i Jt�, P4 proparoA by 11 in HIGH VELOCITY HURRICANE ZONES 7�2. Producl shalt not be InsWiedt With IM.2.0fthe asdefirisdon sedfoIrl f lorldiftilding Code, ?,$,Product shalhonly be installed into poured oo incrate, concrete block, 'and wood from structures. Product Evaluation Reportpropgrod by WalltarA. T11111, Jr., P E�,, (Florida L , lonse No. 441,67% President of Tlftwo, Inc. (Florida CA-0006719). - VS Ain 1/4 - 1. SOLT W/ 7/T IS 0 EX OVEMAP 1/4, 2/4. 3/4. 4/4. 5/5. 7/5, iW/10, 2W/10, 3W/10, 4W/10, SW/10. GW/l1 & 7W/11 ANCHORSi FOR CONCRETE SEE SCHEDULE ON SHEM IT At A FOR WOOD SEE SECT04S Ott SHEETS 10 & I I & REGULAR SMRM PANELS (I ELEVATION 1/4' Mo.. CAP 2.dr (Wk aMW -1 WW WUM -7 I IL SO, OF IV i ILS. SOLT WNO NUT TOP & BOTTOM MOUNTINGS CAN BE 9) CW"M IN ANY WAY TO SLIFT ANY INSTALLATiou. E.D. 6!n%ZANO9oN MCHWES, MR CONCRETE am smiMULE ON SHM 9 MR WOOD SEE SEVIONS ON SHM 12 W "Ap WUO OF *1 MAX III "M soft e �r M_ WWO LIL4.6 W-4i, MONORSt FOR CONCRETE SM SCREDIRSON S%W R MR WOOD SEE SM04 09 SHEET 12 REGUL" MM tuy=N MAX. W 2'er Oak dNSAi.AP -1 MW Wkm ut SEC" (Tva.) a) a) —00 > 0_ 0 0 (3) = C�L cz =:3 -0 0 CD 0 0 CU U) 0 C5_ 0 CIO 0 .0 Li - 4__ 0 ICU > C/) C/) -0 a) U) E L_ o CID 0 L_ 0- co 4_2 C= U) C5_ < W 00 CIS > L" C2 CL C= cc CD co LL C-4 :1C E C2 3C M LU CIS . W CD c: C* 4J CD Cn ICU 0 Cn < 4_4 0 CU UJ < Z SHEET NO. SH 1 0. m imi 1i T. 3 W4 RSA. 4. AN. E.O. _ 1i #s1AAt6� r ac.... i•tA.TPI•L ll@S 4W. ixN11NO10 Y111.L1E11i SCWE8f1[F MOF. MuuLKW SPAN (FL) ' REQUM by i 1L MULLION. 4 4•-C 2' x S' . I/O i 4"-6" 14 i°.»B' -..-....2" s 4' a I/r 2`x 4`x t a 1, 3.aa p.art �N^ tT2.4t ORR7tRp.MTWa NOtE OMRU BOTTpYNSdY11AT�0 w/O 59pRN PANELS ON TOP (ONE PANEL OPP" W/.fUTTOP A$ T �j BpTIOM OF 4TMNINO Wut uOUNTINc *WALULT#iN - ALjgMEM SCALE• T/� . I' N 1. INSTALLATIONS ,ARE ONLY VAUD FOR. BOLDINGS, WITH A.S.D. DESIGN LOADS LIP TO +55.5. -72.0 P.Ri: AND PANEL"5 LENGTH UP TO..r-8", 2. FOR NEW WOOD FRAME CONSTRUCTKiN: WOAD MEMHERS TO ,$E SOUTHERN PINE NO. 2. IN/ SPECIFIC DE10TY OF 0,55 OR EQUAL CAN R suff Camm MOON on SdSN" 4) omu RwEE'r t OOt1C9gM AOMM goo" ON PyL= commm C/INC j� f/R• OF. Lby1 R 1/2 6 Fps WALL MQIiNTlwtGi WAN 1 AW mb .AND am MIOUNt' w I t to �►� fi�1L?N '• AIi+C•TIDN 1 SCALE; 3/8' 1" - sE%TIarI '� sc".. 3/r 1 l�.�s.DR Siff STF' " WgM PANEL SYSTEM INS t+ARON. e t. LSE SA M STORM PANEL CAN BE LOCATED AS AN END PANEL MnT OR LAST PANEL) acAmN IN LIFE SAFETY PANELS MA`S DR MAY: NOOTT W INSTAtliEO ADAACEW TO REAUW6) PANELS - OR W O R TRACKS. (WJ / EGUlAR ) 2. UFE SOFm PANDA CONSISTS OF MOW GALVATNEQI STEEL STORM PANES. AS PER WMPONXN(E�, SN 2 OF t1RaWNRG... LF1` ITSELF TO $E :REAMtVEO OR INS'GALL.ED FROM THE RRSIDE OF STRUCPANEL TURE. 3. UST: SAFE'N'T REOtORES 7DP TARES( TO =COMPONENT a BOT70M TRACK TO 8E COMFOME#RI AS PER SHEET 2 OF THIS T7RAWING. AY" t ' COMP+)NEHT�ji Y BE INSTALLED WALL OR FLOOR MOUNTED FOUVMNG 5EC`TIONS 1 a A ' 2 ON. THIS StTEC1'. AS WELL AS DETAILS I It 2 ON SHEET 14. A Min. IENGTt1 FOR COMP0NEN1®®IS 15'. MIS#. ANCHOR SPAOMIO FOR Co),tlPONENT �ANCNORArxE AT BOTTOM O GIVEN ON z ; WAY IINtRENT C�S7E�Ni �j f :P� 6R RDAOYAW.E 5 SEE DETAILS FOR iNSTAWAT" WTG WOO FRAME RUflL S ON SHEET 15, f yp 8 SEE 9HFET A FOR MQL APPLICABLE TO THE' NEOEZftf FOR THE INSTALLATION OF iAANAr SPACERS AT TRACTS INSTALLED AWACEW AND EIVOND TO STUCC4/W000 RANDS. A $GNE1 1 BCdTLE 1/4'+F" � IS' T a y. t f R r1wNnN WALL At UM NOUlR1NG WAl ilI W - AWINAZU 41E INSUE R AYTCHIt2 ,. ALTEQNiT1VC (SECTION A7 TOP IS LIMMED TO +36.S-67.0 MAX, SCAM 1/4" V A.S.O. DESIGN ARESS(1RE 1TATBRG) SCALE I/r . r iT NF N�ir w�r� 1 xnw r IN + T1ui x0 ImPI NO+® �cctW A r •,a. � Mm�RewVN t>� 1.7 iiOH woUtiitNe 11WALLAT" - SECTION RAW seam II�'�Rfi7-�7Afr•� li i[fiBli 1.l�i�fAIME>fill.fs>fM:�NE €Rli1. Ono 3Ni1 18. i} L P4 9FUASWNIIAII/DOF 0=20 ILIEM W- 1� LrE C 01wa, N{lt., >It Aw m+ws. M1WNa 0.A31+M Tar -+me. rr; Omt9t G-OOD6?ts A 1RJ1T A'. RE: to BASE CiALVAN(2Ei1 STEEL STORM PANEL rP awtw an aAt PItDTECilON1 PRo11UC7S4 1 is PHONE. 054)dg7 SFN@(W)M-a7P7 Alm o+TE 20-176 WwWP ra: r•r r.r I xa. rr re + +>-Fm 12 OF 24 LENGTH = SCHED= ' (VALID OWY FOR *3 RISTAtLArm As m SIB I raw I% ON sNEETs 4 s s 6} • BO m W/ 1/V'P-.1E T" at NS a IYRNIF a a14 w F WBIIRTR OF NIEL - SPAGIWG SC {EDULE FOR REGULAR WORM PANE�.S M 8 Q INSTALLATIONS IfIL :IfXIS= CQN0M & ON , e tulK M R _ ) (tAUM7 OW FW PARELs(D* Q6isTALtAR01i AS M SEOTWI6 I HRU 7, WT SHEETS i ♦ 5"AstlIft TO TO To Lam romw AAHHINNNMRyA T#�r 1++ tT,t��... s�'. tk FLORIDt1 8U1lDIN0 CODE:.. (HI h Ys4oci NDITiaane :Zone No. 4167 TETEA».w - � • � � 6AGEp(pSA�yL}YA�IN�iEMDq#STEEL Sii3if PAN�EL}Nc /Y120 /� TABU t ^'Fit5rcno" (" N 11. 0,TNa. G1E: " �.. : 'iM am SIN. M 9IRCET +Nr Nr.Al.w mWN �. m' MOVE (P608EL�- 373M n�a+s4(E6t -e/w 20-176 NAMNN 4•_ i re Rr r IttlO b,-N4 h t ORN xn-am u aoNTtn :s : rrsA .s • w+. .n+. - oRwNw Rc TEN A ISLR * _P,E. - , T w A YLKT a�.ON afi M4%RAIAR AS,a 1k1. PT'�l.ENGBN +S6S. s72A Yss' DR.1F55 II i/# +81lOL1ED t 7}IM! S A T - afia6, -?R6 YY-Ri• ro 8`-�8" M.x. 2 3/b• IAOOI,TED i TtIOU 6 a7 +as,o =7zD se` -a' ro ��+�-x• tNr, '- x tPY 6 rb7Af,-V6O... eR'-a^ iNt t!`5& 3 a/R' • a. 8 R.,a. 1N'tRCN ASO 9ESrUt RiTa'O (P.#1W.rJ t+,OMRRi NICI+PRS SW4'tMO PtKi E-6, . } T%Y - To � of Tl�e AMkWON PA�i. 1° (P-j. ' TAPCgI CF'DP^1R7P CKtJ6-91 WfIP#CV9E iONtE Ri PuAflMR+E tD CT111CRAT[ � TO ODNtRC7E t rorswmlEtE CAS Tn ONRa4EVE C ro CITE 4 IV difA NIA N/A !• N/A A1/A i (TWA e• S' N/A NIA 6' e' 4" 81 8' B• 1 (BOITOMj Jr N/A N/A N/A' 8' :.. /1/A 8•. NIA F WA E-E r N/K,:.: NIA. WK 8° .N/A a'«. �A. & N/A T ONOITITIO +SS:S; -72D 8' WK... WA N/# 6• NIA S` N/A 8' k 4D>?FS Y-ti OR tES OR iESS- 6" p' 1T' S' 4 a T D1D1TaLj SEE StiT3 iO A tL FOR ANCMOPS TYPE ASYNWO FOR MBRWATIii¢ diO W�ti FRAIE NMAFIa... 16NMIAt AW:/NP SPACMOS NO LaMRM E09C 615TANOE ARC INNGtOJ 9N 1198 StSRDREE FDR E.O. LESS i/W1 N4AM1E0 ON SIRE RPAUE ANCHOq SPACpO BY MAAP1TNa iPIOX10 9tOMN of Sw1EDle,E BY - SNAL6�Ia,'RTNAN N�Ai1wR1 SNIORrO OON:Ap1DCA' TW ANDNDES LitBFAID, F�� AR91.171Pt -. ,/t"+ 1/a4 1 1/V4 i/4Y NANOu s TIY-WW eww-w /pO.Ef Yn NIatM VlWPIP ads 3 3 3 - a,rT 3 +a+apPBNNa aNmr. py a a s s 3 s +n - TIT 1w, .. • S ,fA ApRK. iXB. pE>i -.. NA�Ie AO OBt s+ 1 1 T TO CLAW Ent ,.- i 1 f .I } i ( i a•' CTk # s/6` LOe#1 BPK1a RUSIWR .at L121Um uP TO TO *--rP A 1/4` O.A Pq1 CBiDaB OF i0 A`-6" Yam. > r naE 3 OR fit4.•t0 PAORYRR VEM" .O OR P.NELME "AS 4t 12 P1OW PtAtEFDR I j � YWOYEti+ Of ALL Li1iDI1R IT 'O 6'-8' Ymc ffw 11RiF�T 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESGN LOADS UP TO +5$.5, -710 PSF AND FANET: S LENGTH 'UP TO W-B•, 2. FOR NEW WOOD FRAiKE CONSTR M-. WOO➢ MEMBERS TO BE SOU{HERN PINE N O, 2.. W/ iFiC DENSt'TY OF 0,55 OR EOCf+1L. NOTE_ FTlR C.06RBilLAmQJ• N5; TOP # BOTTOM MOUNRNGS CANT COMBINED IN ANY WAY TO SUR ANY s7Ues A t T(0t2 K. a t.1 - ,+ 6,.-�Ns t+:� :{•, t+e� NANd0 ONLY FOR PANELS 6 )a CIA PSDLLIATIONs As PER SECTIDNS i T1RRU io. ON smrm A. s ! BS MN(MRR MOON 6PACIN FOR EA.. 3 I/2" •• -..APPLICIOUL mtk OEM 1AI m OF 1AP-0P CALK-0 pmau 7E FEMME 10 PAN SIAME Pum SLRO $ET SOCTIONIS 0 A MAMMIAA PANEL PRFSLW ROW (Pxd.) TO IANCRETE TD 00mm E. BLOCK TO CONCRETE TO OONGRk'IE TROC4' - TO CONO ETE TO CO"CSE7E BLOW 1D CONCRETE TO CCNt0E1E- BLOCK TO CONCRETE TO CONCRETE BUICK SO CONCRETE TO CONCRETE BEOC7C Mil. WNBNAnaq OF 1"m Lmm v P4) 6" N/A N/A N/A 6' NIA 6' N/A r N/A N/A N/A 1 (TOP) 6" 4' NIA N/A S" 8" G" r it S. NIA. N/A, ! (BOTTWA) S` NJA N/A N/A V N/A 6• N/A Ir N/A N/A N/A 2 (TOP) B` NJA N/A N/A 6° :N/A 3' N/A, S" N/A N✓A N/A 2 (BOTTOM) SSA -72.0 6' N/A N/A N/A 8' N/A 6' N/A r MIA N/A N/A 3 9 4 (TOP) >7'-5` TO 8'-8` OR LESS 6' 4• N/A N/A r t' 8' 6' a' ..r b^ N/A N/A 3 (smog) 6' N/A N/A N/A 6" N/A r N/A.. N/A N/A N/A 7 (TOP) 8' 4" N/A N/A 6` 5` 6" 5' 6' 8" N/A N/A 4 # 7 (sOTTOM) N/A WA 12 1/2" 6 1/4- 12 1/2- 6 1/4` 6 1/4` 6 Ile 6 i/e 6 //4" N/A N/A 5 (TOP/Wrr( 1) 50.0, -533 NiA NIA 12 1/2' 6 1/4' 12 1/2' 4 1/4• 6 1/e 6 Ile 5 1/4" 8_ 1/4` II/A N/A 6 (TOP/WTTOM) w -r To 11--r SSA. -740 N/A N/A 8 T/a' N/A 6 1/+- N/A 6 1/4- 6 1/4' 6 1/4" 6 1/4- N/A. .:: N/A a (W/86rmw) '-e TO 1/'-r N/A N/A N/A N/A NIA N/A N/A N/A 6 t/e 6 1/4' 8 1/4' 5 i/e 8, 9. 10 (TOP) .6A --4aO r e N/A N/A N/A N/A N/A N/A B' r 6 T/e 6 1/4".. B (BOTTOM) OR LESS 6' 4- N/A N/A N/A N/A N/A N/A 6" 5" 6 Ile 6 1/4` 9 (BOTTOM) 12 -4' OR LESS Ni/A NIA N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 6 9/4" 6 1/4" 10 (BORCIM) SFE OtM TO. 11 00.12 PAR ANCHM TYPE k VACWO Nat 0WAL ATIONS WM W= FfA E BU99Bta W*W16 A10W S WVM AND LtAAMUN FOG£ DISTANCE ARE INDICATED ON TM SCHMUW- FOR EA, LW TNAN N!IM 70 ON SGRTARE eFDcLY a 0HV0R 3PACgE IM RItATiPLYN6 SMC4+0 411DRN DN SCIIEOME War TNS L NOT BE LESS TI .FOR DNB O CINO ON TD 9E P ft FACE. NEDMOR VIV AT 0IORS aS1NO.EAC SlNUL N01 BE 1105 RAW WWMIR_i. 6PAOOIG RNNCAYEO:FQR fAON AN�NOR 1YPE AY ANCNatS 1:EO010. iRkxm TYPO 1/4's _ _.WOWI t/41 cr WP Ft N/41 1/4'• 1/V•tl CN1L-III _iJV1 9IXlD-9fl AN,, Ampm 10N** 0-4 3 3 }: 3 2 IA 3 •+�tl[Psrm Om.s1'0•.) 1#PawM O-d' w k (Ntj 3 3 A t/A 3 1/2 APRMII: HB. om - F' Al T 0 It 3 1 - - +Ad -. +.00 T.O�I N c N _ CIS 0� N U .� N CL Q C co -0 �- C � '0 Q CC3 O Ri "O U) O o N = cu L� _ O co .w cn Q I� ^T '4-/,'� .� i M ETA .F•Q $ .�w� INfiCf iSI WCltiti STRi TUNES iNi (3 EXISTINELS A -A G W,Qt STRUCTURES �--s•�1 i c 1 (1 �'-•i •,t1 �i ��.i °= ^ .,/ IV-10 PANEIAtiIE PLUS f4-tO PAO.CL W/ PLUS r •„ TtRe ✓ib 1/4PAtwT/E vtu/ Cd e 1 a' 9.C. w/ i 7/8' �,� 6 t O t7m» wOOD NFAEB+. I 4r ' 41 PENEIWt1tDN TD P94EIRATM TO w0a0� YNRFA�OiiF PENETRATEIN TO fi•.. E%06RNO W1000 NIA EN. E71Eti(1a W000 MERCER I# - R76sYRKT RrvCOD NEAO6R u 4 11 1 N i 1 R I t ISaa ma s i 0 It ato • ErIl mO s eh 1 4 3 Avn a 7p n 6 tlA - , ► T/r LN4 ® U T Aj I WOOD TtEAOER. Z' s r I , i EV LA - HUM cc - vON1AW0 il w SbR. = ON j I BEE 9040 AE OIL r SEH S 310%.4E ONIPW i N � MR > A t fOR TOII I r POR SEY1wO1Dtr OtlA ..>� G ALTERNATIVE 1 W t �..._ ro M1 .._ , ro ._ tD PtASS. ,. , f w.. ......». ..,,....... ..:. ...' Mrst. PANEL 4EN6TN .. . -..--,..-..-., r_;.11-==,.. M.iG PMiE6. 1ENGIH. --.._..�_�..a,.._ .. .. ,' -.�:_.P#N L CruNCny y v C 9 (SEE NOTE i) t/4v-xat" tis (sFE NtNtr tj 1/4*#-=* as. 1 ( E wrr 1) ty e� � SCAM$ J T' SCALE 1'" ti Y YI/�7JbY� 3 i Y.S tlf 1/LY xr NS Nf 7fE'V s INSTALLATION DNfU1P •J _.,..,:. i ,�� f 'r I ; _.__-__ � .�.__ ' 1_ `� I .tip•, '� YJ N f or V 1114v CD OF V or v {J WR NAIL r I OP t i a - w 1. i i Q? i 4 tlsrw' `o E # nti.finxs Rs ux 1r Rur TFW , T - ? 5100W PutE {{ � �y� SRO WI - -/Y-' I 0 �T 1/Ti' Ot. i i `•. t .` .. I EO, �`: \. � .0 EI� � .. ..,4 �-. •. � �- � f .».....•. � t - � L. f } i`V lib SCREWS Rk q� 0.:--. I 'j j i' 74-10 VANFLLATE PLUS REOU6tE0 -A ,U`'y' t i it 1 a•. =O:) �_. 1- . l "t 'r PE'NETRATION AT ALTERNATIVE 3W ALTERNA€IVE Aw I T 6 T 4 oN EiRE wiT on e, ' \ ? I l NLDwmN ItF PUTe SCALE 3J8«1' SCALE 3/8.1' ° ;_ 1 WO WIOTH OF PALE I --`s• cA.�srAO( IF.D SCRINS wJ MOE .--1Wtdw�, ATaT111tOF P NOTE' L SNUTT R TM 16 NOT . C i Y r SCU.E J/A.1': s04LE J/B+•1' SCALE 3f6ei`: . ALTEKNATE STM • (1.2 TIr 0. C Yti }i01O ?' idRt. CA4E 6} no OR i/ SSPACINW SAAi3R70 T'-J' 111 DETAILE FLn+ R i1011NT G 1 . 1 CiON (APEUGABLE TO ZHEDULE 2) MAXIMUM A.S.D. DESIGN i7� �E f���t ���rl.� AND�UPONDING MAXIMUM. PANEL LENEN *L" S EDki F EAPiN+C^�„exF au TO MOWN$ 1 a A L O O POB,II w canna ryp t ! NASA am" CF UP-W CNtt-M PNAWA NE104 10. VS01 4 NNS to NpIS / # 14A>aI1M PANEL f TOcocwt CCAOroRETE TO "NAM 4ON%PETi fi CONWM �t'AI tlN tfH03f+ 1' (Rj B` N/A : NIA 'A 6" N/A r N/A 6" N/A 1 & 2 . ) -"%0. -720 8' 7' 9` 9- 9' 9' 9" 9` 8' B' 1 (807TOM) 5'-0' OR I= N/A 8° Nla 8" :A N/ 1 Al x (TWA +56R) -72.0 g• 5. Y 8` V 7 t/2" ®•. @` 9` - 9" 1 iBOTTOM) 5-0" fi0 7'-C 6' NIA NIA N/A 6' N/A 6` N/A +55.0 -']x0: -. T-r To W-r& e' 4'. B" W B". B` 8'.. r 6" 0` i. (WROM) NASA PRf5s1RE AwOO wf, 11> + w W W. MIN W OF 1'IIOfO OW A 4 r V. TROY UP OP NWif}... S % 'TO IAAI6MUA1 FANii11 LEN1iTN '&`:. T - -O 49:2 4 1/2' 4 t/r 2 (BOTTOM) T-8` D<2 LESS +52 B -66.0 3" ( 3• I 4" 2 00110m) r r OR k s +IWO -72R7 2 i/2" 2 t/2" 4' 3 1J2` 2 (BOTTOM) 7' 6 OR (cox +55,0 -72.0. 2 1/2` 2 1/2' N/A N/A 2 (801TOAO 7-5 TO +55;0-72,0:. N/A l N/A (BOLT ?'-r TO'6'-E� I a atswr oAAiR6 Itn 11m+N xaRfimrTo wmgm GLAX +'0.0. -720 8'-A• = 3/P _ U+INAt{4. SIDE OW 16 FOR AR CHM TYPE w'VMM NUR 0wrA4 m INTO WOOD ERNE BUEskPtP: ROAIIUM VXWR SPACAOS Am NINEOAI an OWNWt ARE WP0pTE0.TM 01. SCHDARE. FOR- LO IRS Imm rawm D aN somas "EDUCE ANCfOR wmm 6Y MLONL"4 SPACNgb SHOWN ON SCREOME E THE FOUVem nkcra . POR Rat OPERATION 70 W PD$i� RFDL+CO7 SPACING OBTARR.D Lac FACTOR W W L NOT E LESS YHAAI W " WAOWI6 A6NOANEO Off B1CR N00 TYFE AT AN010 CEOENa A►ilOR TOE 114% 1/0* I N- : 1/4 WOW LAP-4!P F - GNAW - Mld:.. mm" ! 3 3 3 :' 2 1/T PmR.WSIiw+ 6.) 'S 3 3 3 3. R 4 TdA adj 3 3 3 1/2 S 1A 4 Awaitc, Do MOM 1 1 �- J6444; D Ito.44161 1 1. RISIALATLONS FOR ALTERNATIVES 8W, 9W & IOW ONLY VAUD FOR BUILDINGS W M A&D DESIGN LOADS UP TO +43.% -48iO p,R:T, AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEWEfM TO BE SOU714ERN PINE ND. 2. W/ SPECIFIC DEPUTY OF 0,55 OR EOUAL.. tNaT� �(t r�,Nap�pE crcTioNs: TOP a BOTTOM MDURT94GS CAN BE COMONEO. IN ANT WAY TO SUIT ANY t INSTALLATION �TI�I�F�RTO ION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/41- LAG Sm" t r a0. w/ EXISTING W�O::5Ii�GLL. RES -1 I + Ir k1 t , Ljjj I: OR 1 I ; flIJER AN TIVE i ALTERNATIYE 2 4I4�ti'/MAeCxtEalrlEwmc 'Fv I I 1 i E01 Eot :/ ! y f i WOOD BATE A1YO 8 r n lALIERklAT E ALTER►�TIYE 4 VA E" It IO0, TRW/ I iA- Lc.-- t/4'La4WLWa BIAi"r/ I CONDITIONS T 4'F00 PD*rN70,WLi ti111L4 O'W AL '. . - f3UlEtk4'I# rkm f C 03", WJ 1 ,/2` OA. TNgFA0E0 PLOKTRARIm TO E,05ONCROOD gp� �..r:.t" PWl[ NOTE : SNUO,ER TRIM MT SIOWN Fat CLAIM ALTE@[A'[]YE 1 tat�Es 1. B✓1.TALIATORL4 ARE ONLY VOA) FOR 6VIL110 OS' WrW A.S.O. OLgGN LAWS UP' TO tSS 8; -x2a W AND PANES$ tOW)i OP TO 8'-B. 2 FOR NEW VOOO FRAME CmemicWtA Am mmwts TD BE SOLID m PATE W. 2. w/ SPECIM OEN47Y or am OR Saw_ W > 0 I� Q U c O n U r� V / W We G Z Z Q J SHEET NO. SH 1.1 2ECTIOA MAXIMUM AS,D. DESIGN PRESSURE Max. PANEL LENGTH L (TE) MINIMUM SEPARATION M ARATI PANEL ORATING .r.fi: (P i SEE SECTEO (, NGj TO GLASS CONDITION +55.0, -72.0 a.-S. 2 3/4` UNBOLTED 2.aDD' _ 1/4' SMCOR ANCOONS TAPM AN014 Y/s• TaPIXit# ANCHORS - t!4` rNk�ti FPS J OR COtJCREf€,AgDUIREDg..i 1 , F MA :IPMs>a "� < j r. m [ AF>< m"PFwA x i 1 � j A4. eIPUARNFn m l i I � gu .w%man w CiAm SS A /RASH. I r.,.�Y 0,15 juA. iY/.Ti�=....F t•. ` 1 } °'n. if+ma t,4,__ �y I e^' 1 r r-�• - j _ •,•,..-.£.--) i1l2• r ' 4 a"+F- 13�a'SS k.3..1Yt i JY' t�i'r-Na3/a^Ss. 4/8"f 3132 NANO OUT WASHER 10"i nS/:k2` YAN6 NUT WASHER 1 ff>r A 12 %W O.C. ? (✓ ) $ 1 N 3 3/32' WING RUT { 7 B.: iF A 3/32" wWIO y t WASHER IN 12 1/r R,C: � WA,'%K T. {BEYOND}' :. ? '4Rd'� 1J4' TAPCEMI ARGHORS (' 1 Y a" TAPRON ;-."" 4 ,71Q,• d O#R45-.--•..--`+ YTAPGOOM1I ,SOkS • a Y/t' O,C: j alSRKi) 1�A W! STLO) i ! ��"�OAR �GCWiIXiEt€ AAC1f � � CONCff�OCdA - u0 WNfE BLOCK -Q� B1ACYt RERDWEtail affilD RMURED wa..r., ,�, W" MQUOy, W�i.i3ON 4 AILI. h � NG I21a itL4�t� Sm"3/=Y, O LIFsciia v_1. �NEL SCALE 3/e -t FMtkITNH Mk M110MUM W.. A"m avow GO ENS F� E V.1 Hurr)cona Tana mesa txwuo xG FLORIDA, BUILDING COD A� .. -. PR... R, 20 GAGE GALVANIZED STEEL TORN PANEL .:, ORAN�F YAfi __If GLOBAL PROTECTION PRODUCTS, LLD: Am auc ... IN sow aa - '"RATS •••••;'(G 4 Hue. v: amen +a PFuwE+i +, 7e+�o..e "4)M-era 2D-176 +..+.9gN1-719Pa1 YM-la1F .atr ie : aRwWa Mm 1 ,6, :.TLYM/LwtE A nuJT. :LPL. c ...Sea 4 - a _ 61MLr 17 aF i}4'D SI2.' +e #A6tFtAi N�Y r � TIIR `"p�N yylAl a �e�4 SlT'�7E44AE field F.D. 1.LS3 Y4'JM tlak-lREG WY aa1rF' (yapy reN Rh) 3 rv" i.�GDIROWnEAtlIiML6JA;069Y9tGRfi..€AcroR>�uaRAY:.. -1T MORK �ALsuG IrmaTED ,-0tl F'OR:FACN 7YP€ AAICFiOR DNTHSSClOD1RE I� 4�QF�. TO EXISTING i3OU Q CONE INVALLA110 DETAILS FOR OPTIOA OR CONCRETE BLOCK SITRUC UR S r..�_._ C`„ O.C. ANCHORSOTIWWN ANtlgRS POU RO RIMACPFEIE BI'OCti`.°. 1 •qOR CdNC m BLOC l , S REOUTA8Q 1 1 f 1 wAw7,dY � tp } E#HSTI -i � E ExrstIFY1:.a� � � AAF� eM14N j •. a d i f , 'P n�3/3x TES RASHER ER ` 54`3 3Y YnRO YYFfi AMl 0 4 1/a" O.C., {�YOND) ! i -_ 7E &LOCK CONEXiEiC 6LRCkRMUM O REAR PANEL �4FE �AFF.IX SCALE 3/e'=1- Ot 0 41 01"PA0 rJ� SCALE 31e-la NG, 44187 FLORIDA OUILDING CODE HI h Ve)ea( HurFiaAnts zonall W WE Tamut; we FP. s ''. TARE tt• z 2O (V4#iE GALVANIZED STEEL ST(RT PANEL >vlw In, •. }T -,�. NaLm 'yN' , .t3R L PROTECTION P'RODUG't5. LLC. "AV' +W OVAL 1IL1 �. Q iMc. 4eoasw xf stmtT aALE d NY' FAA - IA F w 2G 176 r.. Pw. Aueca - 4NAIA wFaa',. tw+fiesa-Tads, vAv� 5+�+T ..L--c�E_ PAF,e: RXN wF.tAAA. r«.p"txv,-oAr R6 rFtr .A" 1AiPM010 RM. Yi4liA�A TR1nYiY P,E. . n., • .. eN@T. LD NF• ffi:.. SEE EYE2T N i 20 FDA NMNpPS TYPE a AMdpR 1rm1 NAtceYG FAR aITGNu,IOIis ulra Nrooa Mn. xv7aa ePAeuI2 O.) I 3 flIA1i nIUIRID. MRww r+N�a swcams AND AaXAADIl Ei1RC OM'V,i1FE ARE INOIGATSa IVY TIFIf i®iFoanµci WAY P4) 3 ] sartmas ccn tASa 7xAFI RmIaA7Ea FNI sCFLLLuLR' RASUCE ARCi10R W MKA.11PLaR0 # SHORN DU SCHEkMAE lW THE FY11.ta�0 FAY:TI7RG. FlW TALL aPITLNNaY 10 BE PossAl:t EL• A«u ao:wrF aA,ia D''7 s a F}R AtNIML MA MDR)It F F/$• - ]PA4tl< WORFSpi15.AIP FACTOR Sta4l NOT M LtSS TNwYIPe11aMSPw2NCAiWGAtEO FOR ONtiF ALKAIOR TYPFOw TAes Sd4DlAE a4 N Q) � � O U N O Q O -0 0 -0 n- O cu V! O 0 _0 C O _ _ . U) -0 a) E L O L I- -0 O .= U 6-0 cn :� <C u I IF ii w J _ .-,�XIST13N- '+' L.11FV - U _ +. rs:TE - VALID.� �..1 MM pMa IRM En4O11 NG WOOD 3 UCTURE { B. MNRMIAM EMBEDMENT OF TMCON AATJ40RS AND RaNt1WITE FEMALE ID & PANELMATE PLUS KIG iONCREti •^Y t •""j F ..., i -'-' '' "" t .ACCORDANCE Wng THE 26 EDITION) dC THE FLORIDA BUILDING CODE, {ICED) HAS BEM VERIFIED FOR COMPt1iA10E IN ) BLOCX SHALL 1E 1 I/A'. 1 [ a 4 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE Xt#1VE MENI TINED C40E B.2) MINIMUM E.YBEDMtEN7 OF 7/110 # ]j4 CNX-B3 IDICh ORS Ski i� B 7/0" TtTp AXNaCRECE• «. :. - - .. .FOR Aw11N?. SPEED AS REQUIRED BY'THE JU4YI$DICTIpta WHERE 7FIESE SHUTTERS. WRL 8E R+STAELEI) ANQ NO EMBEDMENT INTO ANYFYNiSH MaTER1Al. SItAJ, PERMITIIED: �$ .._��, I •,,.+v... - „ •" :.�., �.'9iUAi60 .•,ya„ ,„' r<,�•cw,.. ` ... � ," �„.. -,.., , 9.. FOR A QITiEQTWkdAUTY PXCTDR..IW.+O;85- US4NG "SCE 7. 16 ANp 9ElAl.l NOT E#CEDE TALE. AVJFIMUM f,J45.D:} 1/9 P-20 SS �-wvAALK BOLTS irSFj) 5Hidtt $E ISMYG ULD FINISH MATERIAL :. p' .•""' "^"" :fir '"" 'w,. - "+,- .E,, r :: ,�: 1 4-0 TAPOON 0 S O.C. I t^m TPPCON 0 B' O.C. EIS 3 a' INTO ANCHORS.. = " `^' r' "., f '� ._ ""• ^*"° ,,. QE�SNRN PRESSURE RAMNO IND4OM ON SHEETS 25 k 28. / {AIIO ANY NISI# MAiER CX455 T) TO FJ' 1 4"P TAPCDR a 8• O,C. , : / 4-r TAPCAN • R' D.C, ,,•.; •,,,1 'a tAPCrAI A oY O.C. _ :..1. a•Y TAP�a w e O,C. r. ) t 2"HALT.-MR6MFD ! /1 1. ANtt TiI bEA #4 ORDER TO VERIFY THE ABOVE CONDITION, MTRNT£ DESIGN MIND LOWS DETERMINED PER ASCE 7-15 Cl 9e F r .> 1 1 41g1; 7HirFAD® - ....-k 1 t/Y:1W7.,. z+dtEAOFA t ,» - /t TIY FAT. 7RRF/,DEO ,_. AT w000 PAtT10N AT WOOD SHALL BE flRSTRFDUCE4 N k50, OESKiAI YtiNQ LOADS BY MULR%.YAM. TtFp,F BY 0.8 IN dROER. 70 8.3) IN CASE THAT STONE, DR PRECAST CONCRETE PANELS .- ,, i -TP1N AT w000 TIaM AT wDaY - ," :-. kENETnATfal AT WY,gD ?: 1 Pl]E7R4t10d A M000 i Ar<ARER.HEADER PRECAsr BE FOUND 0!i TFiE EXISTING WAIL, `` '. ,t. .•. WADER � i ±) COMPARE THESE W/ MA)L ",0) DESIGN PRESSURE RATINGS INDICATED ON $HEM -25 & 26,. ANCHORS $HALL BE LONG ENOUGH TO REACH THE. MAIN STRUCTURE 0Et8ND'-SUCH PANELS. N{(2ORAGE ' - ' , HEADER f+EADER . f' I k '� , . MWJ^ BE, AS MENTIONED IN See) AND IN 0•2). -�) t /) T/2 f5 t!s .. IN ALLOWABLE STRESS NilNn WERE NOT iIYER STRESSED. A 33% INCREASE � :w 1JJ �r s IN ORDER TO VERIFY THAT CAMPDNEIT'S AND AT�PIQR9 ON THIS P.E,Q, A$ IESTE!) 'S ,;;; 1/2' ..:# ; :. <f2" :+1 4. „.,,• 1/2 • '. E vz t/2?' ' :1 Ile .�. t/i ABLE,. RE5S FOR LOADS WAS HOL USED IN THEIR ANALYSIS.: FASTENERS SPACING TO WONT. HAS BEEN p 1!/e DETERMINED IN ACCORDANCE WON 1LO.S. 2015, (C) ANCHORS SHALL BE R•MAED FOLLOWING ALL OF THE RECOMMENDATIONS AND S$:CIFICATONS OF THE ANCHOR'S a f M_ I d .\ ,:. n Y ) a }}}2y'4 '. I : ,rr �' . 3• - �✓ 1 t . -` I WT ItEAOER s WOOD HEA494 - jr # - i s ---f: STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE WAS YERIF IN MANUFACTURER. / . s ; , � \ ' ` . •. , : , + '. r BEEN TEA ACCORDANCE YATN SECTOR 1828 OF J 1 ,Y , 11. R S)1N1 .THE RE$PDNSIBBTTY OF THE �'t41/ERIkY ThtE SDUNONEss DF THE SrRUCT1E-WHERE SHUTTER ! `Ise ^' a ) i !" Atl^• : I .. i I ," j 1 I . , t '` -) t. I tiff ABOVE MENTIONED CODE A3 PER FENESWTION TESTING tABOMTORY, INC. REPORT f1 1432, AS PROTOCOLS TXS-TELL lC C.J AV 7 C {�j ;.. r. ) n ! i .•' :j ! , ' -;. - ! ( ff 'TASy2D2 AND ?AS-•.2D3. IS ?D XTTACHED TO-ANSURE PROPER. ANCHORAGE., t'FDS :SNUfTER .3tiALL. 6NlY 8E AT1a1CHED Ttl C(k#CRE7E. HL.00It OR WOOD FRAME ERALVILM. Ld. E3. laxHT., .ry.:. ,) t ! T: THIS SYSTEM ISRS BEEN DESWNEO TO BE. AISTALikO .TIN ARE itd)FS1DE OF 'TkIE. OPENkJta' ACOE5S�FC THE #1PARRYG FROM THE '"`'V1 � y �^ i •".. r ) �; + I INSIDE w/'D TkRE USE W^ A LADDIDt DR LIFT, TNT$ APPLICATKRI IS YAUO WIeEN OISt'ALLKTON IS FNTENO® TO BE PERF�tM131 E t 12 Tiff UC fs N fAT16N CONTRACtOR 5 TD SEAJ /CAIYLK Ali SFIUTT£R CWMDNENT EDGES 3A 8CH REMAIN Oi CONTINUOUS I i Fx6TRY0 SwAAnaN I - j (' F a FROM TTff INS# OF STRUCR)RE. CONTACT YfiH THE BUNTING 1D PREVENT WINO~ WTRUSON. CAMU( AND SEW_ SHUTTER TRACKS .ALL AROUND FULL PANEL NTH O ASS _ tc (aAss i Fo } I 1 0 AND DOUBLE HUNG STYLE WINDOWS WHEN RiSr i5 REOURIEII. R) BE 1 pp i 1 r ,I '., _ MFArSS : , �. , 3. SERIES 1000 0WAWTION 1S APPLICABLE TO SINGLE INSTALLATION (SEE ROTE 1 (.. ON 9 i rL- y„• I PAM0.. LENORI DL I '1' Almt. : i ' I EiDSflNG }}" ' PERFORMED PROM. THE INSIDE F STRUC.TURE. 3.STORM. PANEL; iN51'AL1A?10N Sf1AL:L COMPLY YMRFt SPEC6 IhIOIGATED IN THIS D1bAWfNC POUR ANY B4Di.QRIC AND ZONING Q eSp sAPNuilYra .1 t PANEL. LEIYO:TH (SI% NO4E. T �LGw): t-:1•NEL (ENCDf + CLASS. i 4, REGULATIONS PROVIDED W THE JURISOICTION WHERE PERMIT 1S APPLIED: TO, aU .a... Yw i { /Am- ) r. 4-:ATPA1}},YRC -i i :..{. . » : d. Sf7CfE5 2DDD B15TAlLATRTXW S AT'P`LICA$LE TO SINGLE AND pDLA3EE HUNG XNFi:`faORRFIONTA SYJT.YpM STYLE WINDpWS WHEN.. •-.• Ta-mAsy a I __._.,._ __ _: {SEE twTE T. OELTAYa m CUAs. : e I I ..•..,.. - , {FEE ROTE 4 eD:Cnl)' :.maviAl L uPs. �, C ___• .PANEL 4fNFTi )4 MA5TAELAtYOH I5 REQUIRED 7T1 BE PERFORMED FROM THE INSIDE DF'STRUC TORE" TA. A'DiaUM WINDOWS AMC �60 , W. E - 2 HNtC STORM PANEL $t'S1EM"' IS PX70if FTAABIQ. y C7 *: ' 8 eie2t. 1«)' E i 1/4 1 `--.-3. , ? 16I i i ' 3. FXS W - - i j YM# 9F / 18) } E NOTE Y BELOW) t/s'Y-26s `. I 5 (SW NOTE I tom) f„A I SS, MS. +!i __ - ALUMINUM T N { i Tj8 e. 3%Wis.i , S.S. MS- ---r� t ! I 5. ALL At.V ETfIRUS10N5 7R BE b063- 8 ALLOY AND TEMPER. (UNLESS OTHER'N6E 0Tf0j 15_ a) tH15 P(ODitCT 1^.AµUATON DDCUMENt' {P.E.D.) P( fARFA BY iTRS 1B+IOINEFR LS DENEfDC MID DOES NOT Pf205At][ "o "MUt ? ,. ` F. :a. a«. 7 1 A ;._ i "'SITE OPEC FlC PROJECT: I.i WHERE THE SITE CONDITIONS DE'AATE FROM iFIEP_E,D. --r'w_ '_ ..._.+.. ,, YFMG NUT- .� _._ I ,.:. ........�. .... ...._..: 3 S / q. ALL ALUMINUM SHEET METAL USED AT CLOGUR6 :SHALL HAVE 3105-'14 A34RY: tFMQRMATIDN FOR � a2A .tom -...._ -,...a..:';Xk--- ;, ,-.....,:._..v '$' ?. } ..,...��.'�..-..,,- ':. r;#T•._;.. ».....,.,. - s° .,_....�,,.'";_,.-.___ j..,..„....' (6)- CONTRACTOR to BE RE9Pt?NSI84E FOR THE 4ET(ON.PURDIIASE A31D.lNSTALLAttiOR WGLWDINB 4IF� SAPkiY OF.. s � t .. ) ( 7. ALL STEEL SFEEY METAL pANEI$ SHALL 1{AYE 'SFRUC7URN. QUALITY STEEL, ASTM A -BSA 6RA5E SD Min„ GALVANIZED SiEEI THIS PROQUCT. BA5FACW THIS P,EO. EiMMDE.O HE/Slit GOES NOT pETJD4TE FROM THE CQNWifON$ DETA4LED ON TW t3_:� V µ. DESIGAMTIINJ W/6- 68.5 Mi (AFTER ROLLED)• THIS OOM MENT CONSTRUCTION SAFELY AT WE PS TIC CONTRACTOR'S RESPOWAMM. i:C • Q � i s--g--�y 8: ALL SCREWS TO %STAINLESS STEEL 3M fNt 318 N9 SERIES 6R CORRDSI�A. RESISTANT CQ4TE0 CMBON'STEEL AS PER !kN (:) THIS PRODUCT EVX.tIAiiGRA OOCiAfENF WILL � CQNSIDERm IINKS4 R' MODIFIED, tt i ittlDMDM DFaATE 3 '� �e: � (. ? j ^.-: ;5�1.8 w/ 50 IMIYIELD STRENGTH AND 9L1 Mr TENSILE STRENGTH 6 54LM.1. COMPLY W% FLORIDA BUILDING CODE SECTION Z47 T.S.3.4cg Chi^ (a) SITE SPECIFIC .PROJEL"15:SNAU. BE PROW" BY A. FLORIDA REGISTERED) ENGIYI M OR ARCHRE:CT WHICH WILL, 9'. BOLTS TO; BE AM A-307 OALNANIXtIl SMVF 0R AM $64 SERIES STNNLM STEEL. WITH 3& kN MINIMUM YIELD emow THE ENGI OF O THE :.. I � Ij w ) `,w _ ': e• e F7- 1 ` %-'".:F` I• 'r. b•. ± { e t ST i Ni R RECORD' ,..N,} FOR PROJECT' AND WHO WILL o T RESPONSIBLE % SHALDPEN- USE �• THE PiE:D. EiVGiNEER. FN' RE{�t3RD. ACTA#A AS A QELEGATED EHdNEl7t TO THE RED. ENdLff£R« 5lHAU. ,�•, •-_ � I. � ..;. .�„, , i _ � ' ? ? I I SI�MtT TQ THIS iATTETt TIE SIT SPECIFIC DRAWINGS F�'I REVIiw }D. ANCHORS TO WALL SHALL !S Ffl1,WW5: • �- °" -. .7 i I -^3.. i I ' i (A) m m urn Y i v i (A) THIS PLEA, SHALT. BEM THE DATE- AND ORIGINAL SEAL AND SIGNATURE OF THE PRDFE MNAL ENOIMUR OF , •. •'� i . '�. -„ :'--' ! ' ) :. _ , ry ( - T%4'v TAPCQN ANCHORS AS MANUFACTURED BY LTMW WLDEX, BBC (MIN,. r 3192 Tl.ve:) RECORD THAT PREPARED R: ' ` L� <, ' /a" #. 7lB` CALM-1k ANCHORS, AS AMNUFACRIREQ NY QEYkAL1" ITC. ` N,. 1"F;m311t1G ,..S. - (IN I w ) ,.TlA'M21Jw3 4'S•5. M,S;:. W/��{ ._... 1 a. •;; ...CRAFT. s :.. PANT: .,s - j, ,� ::=.,I1af- -.. 4'S.S. ... B S'M'XtM PANEL, ` UPAC7UaE.AR'$ „. , ,. Ea. . ,. -,.., - .. ,. :: MAN LAM SHALL.: RI LOCAtED ON A CODE. ONEtiL ARD.LE IDCADON At STORM PANEL !N is „^., 2 WING 6R1Y 1 "`"'"'... _ ,: ®14 10 t7At�LMATE FEMALE B A PANEL.9MAYE PLUS ANCHORS. AS MANUFFICTIIREO BY--ELCO CO 'P NUY .a-. 1 ! y s 3 " .,:../`A'`+A'3142". ». .. I,,, p 7/tl'Pu3 iARIC NUF „-. I i ,,,r I NSMUCTIgi ROD0CT5. ACCORDANCE WITHSECTION ECTI N 70 19.2 oA BI)ILSLWA :U,BBEL SHALL BE PLACED :OR tVERY DPAANG °"•, 1 14 1 ."; W1ER b 9122 $OZ. s � ' '•. � ;•. !3+( WN10 . n f _y , WASF�R 0�72 4/2 O.C.. I MASKER (8EY0N0) �. ;. > ,f` {{ (F e�395O P.83,) ItHF11N6 TO COMPLY WITH SECTION T704:B.^. 6F INC FLORIDAFLOA BUfLA81G CODE. i s (' , [ }' wBNfR BE1nF10) "w. . ) 1 ? ) 1 a a TAPCWL 0 $ GC.'---_.! T7J'COt) O 8" R-C. , , • 1 a f TAPetx: o r.O.C, It ' ,. j--1� tJ1' MIA. la „ _ ` I ) ,, i I I I 's , _ I . F A^t) MINIMUM EMBEDMENT OF TAPCOH ANCHORS' WM POURED CONCRETT.. SHAH. FIE 1. 3 a' AND 2- t T PANEIX(ATF Wl Sim) ? , ,j - W} STtO),.. - c ;. ,. ±'f3iTRASON AT MIDYADiN i ; I { 2•x4- WRDD__ a I ': } % ra[t 10 k PANELMAT€ PLUS. / wk TYREAOEDI,-1 1 i OF PIA7E ' - REOtA>tES} g'.:.. , I @ �Ag 1ER o/s 1f 0 25F4 WD - y .,-- t # i RASHER a IBEYDh$7). PU7E , • FEAtA.E AT InDwIDTH ._,.t,:or PAW-N AT Aim. . 1 :. a : p PLATE a• s%>.PUaE , w s . •.:::. O„ ; r i f t{ . ; ' A2) MINIMUM EMBEDMENT OF T/a ► x 7/8 :CALM IN kNCHORs SW9t1. BE Is 7!s INTO caNCRC1E.. ND EMBEDMENT INTO Mkl. THREADEfl ,. ; /1► 70 PANEIAYATE R ), j ANY FDusae MATERIAL SWiI 10E Pf9YMR'TEO. (,,.r.,, •I D PIATE �urm .PLATE NA" ATMN ITt4-tD PAHELtaWTi; P A 8 Ija' D.C. wJ1/8 r t 1R.C. w/1 19 P TRATbN , P k i p :{, 71jREAp� p,! FRgTICL =�, , 1/4, 0-20 SS SIDEWNk BOLTS USED SFMLL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO V ACE 3/4' F� EMELAT FMDYIfOTH OF F'EATE * I t : ,, 1 f AT AaDYADtH C' PtAlE I ( :;�, 1. , MhO ANCHORS. SCALE 3/8`><Ya - - A$) IN GIBE "T PRECAST MNE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE E STING WALL OR uil SGNE. 3"/B``1'. NYHFiNN FLOOR. PNC+NQRS'SHIAL.L BE ALONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS; ANCHORAGE SHALL. A r'^'',j,(i�il�"�I., SCALE 31r.1• SDALE 3/r.1" p TELL7 - ,)A00 Tit l% _. BE AS MENTNEQ 1N X:/) AND BA dL2), : '"" "' SCALE 3�a•=t- � ,�� (9) To EXISTING CST/Ga��(XK WNi. NG.44187 NO=EN ."�f! 4 '.SCALE 3/e'.1" _ - SP T4; :,.A ,. NnTALuigNs DRLY FOR''' .3:' 1}rA * FLORIDA BUILDING CODE tH Ve(ooiR NV cam tarie - FLORIDA BUILDING CODE Ht h Vatoc Hu[A(asFno tone ARE tatty BIA DIAM WIN A.S.O.AS.O. DESIGN LOAM J' YA nDRIDA :BUILDING CODE: MI h Yaloc Hurricane Zon. T - 1/4-•0 TAPOON ANCHORS AS \tANUFADTURED BY LT,N, MR=. ING, S . t a P 'X 7 - CALK-^NIANCHORS AS - :BY D ALT C: ( I - ' `, .•. cAr�r 4AaF.CO: AM. LIP TO ♦SS:3,. -72.0 FSF AM PANEL S LL7iGiH MP 70 8'-r- �� 1 YnYtw. vx. p,. : A4i E7 'C. 01=, FP,... f - /S w�'tIfFACTaRESs F.W w tF'.,'R" SDQ P,a:) }+ O• 2O GALVANIZED A F NO w 2O GAGE GALVANIZED STEEL STORM PA[IiL Q 20 "GE GALVANIZED STE i STGRN P F.A. •. iT y. GA TEE A D STEEL STORM PANEL .. , .d:.. tFRAYwt II+' -,. �TL-t0 PNNE'I,hMTE:: f'ENW.E ID NAG TtANE5,3Ys7E PLLI$ Ai'#9QR5, a5 MAA017FACTURED BY ELCO CONSTRiAC11QN ,.f'• L �o E AHEL 2. FOR WN WOOD FRAME. CONSTAUC11M WOOD MIMBFRB `YR BE SOUIHMN 1 _. IJTP 1, WA"VOS ME ONLY VAUD FAR WITH A:S.D. DESIGN LOADS C : {T S =`-*',:' , \ : -p4Nea 81'. - _ --' * ; CAe,Are" er. PRtibUC7i (3 m•TO71 p.a.i,) aue,ee: PrIE W. 2: W/ SPECPYC DENSITY OF a.SS � EOLW., - dt ; - - . ��� UHF )O- +55:5. wT2.R PSF AR0 TMNIiL'S LENGTH im To $-a^: � /7eiyNy 0. m}aym70 GLOBAL PROTECTION PRODUCTS, I.I.C.a,L a •.^ 5 ALE GLOBAL PROTECTIOM PRODUCTS" U.C. aaE N GLOBAL PROTECTION PRODIIIS, LLD. Tic �I► 9 ii.lGCQAMe. A K fii».arO HNC, .ebD Sir; st sRwzT • � \+ Q AMC. aro sw. et 57REkT 2 ENE MO. W000 FRN:i CQNSTpICTOF -% O MEMBERS TO BE UiHE)iAi ----�/ -" d'• PULE. 2, W sPEe F)12YSnY 435 DR EWAAL T'Y#•� •A - y A'' +. Ye ANT FA+C Ti 33a14 / F ORlil «a is a* aoa F�YA n aun �rLe 2Q-176 t a rY uTnF 20-f78 Fwer�,tceMka-;ilea Floe {>roF,Wm-mvr -._ -. _ - N,...'SS Mat_�c a :,... .... sa•.aF-Few.wI:DAN -3Aa - f`YaA. Pros; iiA+Am�s-mT mw a.�w�ia. sPt a: AAA R.(seFMn..sD�,. rNn fNe+MIN-sTPt 2Q-17fa. ,...,.......... rAAa a «xm., r..e en-w - :. _ _ _.. : PANET�„5 W/ Hmmw RACE.•. j lam` ISOMMI VEEMt WWL a ROUNDED CORNER 6 ENDS OF PANELS E40 UP W/ NEMMED EDGE (N,T.S) --• }-•..125* I li-•---3" Mae:--'-"-1 L:J '�"x3' ex2) ALS11i. ANGLE �;l Ta�i p im 1" LONG 60B3-i3 Alum. ALLOY 441E37 0 REVERSED "h" 'CRACK .iPNr j+- Lets• t i I i AZ) aTNf� 6087-•T6 Alum. ALLOY O3 gFYERSED "E3"' TRACK 125• 2.ODD°j i I ,12W �%Maxj A ,EOM. alp IE 20 GAGE CALVAN(ZEO'STEEL SHORN PANEL ABAL PROTECTION PRODUCTS, LU 39'�/..24 I'm NOTE 2 suw# i ALA caFr�ue uiPmNaa. IWe t "^ 6014 LA 40 K 'L= 1 ROTE 3 � sSHALL CONSIST 9 ``- �al�w/ RR w/o�6j �1 � LAST twee. TO BE WsrAum A7 Er oPE1vHc ALWAYS � Pt+O.1�0 w AFAR HMN1L£ to FACR.rtAtE vYGTauATYo( w 01TEAN#,'D 70 bE. NNATAt1E0 1710M eavx . r RsreE aF s� ikA. CAP =e :.!}a` Aisv. GIP SEC7SCIN A- A zAaac 3/a2 . ea MEINM (1). RfERHRItIN• ne. SID3E3 2mOe-E - 7 HN+IO STORM PMai'SYSTEM CONSISTING 0F'PANEL:. Cant. 1'gXGKs TAP b BOTTINI, BE (sNItJ1 ED 15 oIEMID�B�DPTDM TRMJf OTHF7iSE A STOP BARi. END (3b /iFs'°. �c Ixi/RFst33T/!a2 rY`r aiAC°i} J°i LT WOFWWI wit 08 INTO FAPPEBOTTOM TR1rC(L.'LRCATIDN QF 6A51EFAERS Y BE AT EITHER E TWO TOttER10R FLA€I'ULNDES DF END PANEL (i). wF CASE THAT END PANELS ARE NOT CONNECTED TO IRYFTOAi ?RACY (ie, A STOP BAR L4 ONLY USED AT TOP a LfASt TWO PAPA].s SHALL BE CONNECTED 70 BOTTOM TRACK- USIFXI SPELS kR11CA Cl NOTE (3) aSLTAG IN SUCH CASE. CONNECTION # PANELSONE INTERIOR PANEL 1D BDYTiXl TiLAfi,1Y MAY OCCUR AT ANY PANEL LOCATKRI.BOTTOM TRACK (S}. SEE $ECiIDN 1" 3' ¢ e DN SIEA:T S4, SEE ANCHOR SCHEDULE ON SHEET 26. WTERKIR ON 1 am EVERY OWERUNP >EFmER Tn u ,. ,.. DIMDE` OF SYRlY.iU 1}4- Mee GP 1iA' IM¢ �>�>w ) BPAt Y'32' < 1' (1). OE `-1DOo:. E >< 7- i1N16 STQMIA PANEL SYSTEM OOMSLSIWC OF PANEL 4 TRACKS AT TDP k PAIAELMATE PLUS QR T3' LAND 2 AT BOTTOM W/ (2). END PANELS SFWY.,AI:WAYSG/OMNjEL"!ED TO 5116 NN3BY MEANS Of NDff MhsTnar�(E» ► PANELS 3. PTR P N 1 " (j CA5L5 WHEN END a ELS USE JCNTLY W/ 8 lANQ � AT lT7OM BUY ENO PANEcs ARE MOTjMNECTm TD BOTTOM TRACK STOP BAR t�J 'SFtrdl. BE PTA AY TDP d1F`5UG1 PANELS,. (4). FOR RiSrAl1AT10N5 WFEH ENq PANEi$ AND SOYE-kIFEROR PANELS ARE OIRE:HLY }M�y,A,lRY U'.S£mD W TRACK Sf3 AO #XA1.TiMGBT INTEk1DR PAREt. iISFD JD Y W ES` PAN L CIA, INTO POURED, CQNCRM 09 CONCRETE BLOCK NOA yEED TO » TD BY ANY MEANS TRACK IRSTALLEO SUCH TI1AT alLM6Ei#S' iFNTEIS LEFT B RIDN'F SIDE OF PANEL) iIA1tE TFCT OYERIaPs NkED I31• .- WIT JI we r MST. RAN In coIAaILTE aralaYo `• �i: r>a�rc.ImnFe �z' s a"'' Esc �y +# °'°eYAPe awstaw uroaa 1 ow is) uu 9oal6e ss# "�, �:,�'rMpe� � `��' � �47A r rs {•v bus rj I PpA� mFeata P�q •-�-� a�iP�Fr ac.cn Fs q,T °L41ana'xI LU) SHEET N0. SH 1,2 NO. - . m a) a) _c: - -6-, U) m a) I _0 > = 0 2) 0 Zli­ = I- - L_ = _0 I a) CL 0 a) CL 0 " INSTALINATION-DEIAM FOR SERIES 2000 A 1000 E-Z HANG SIOM PANEL I 9MM& Ngm . C M -0 a- . INIQ EXISTING WOOO MHUfAMIM A (D RX (OULZIOU11.0 , a) - I, WORM PANMll.91l0WllAn0N�eTj4S ODUCT VOILUNTION DOCUMENT JPMED.) HAS MEN VERIFIED MR COMPLIANCE IN ACCOROMICE 1/, -I I v C m5ft���ILI INC 0) -t5 _., U) -#-a I . WITH THE 2010 (7th EDITION) OP THE FLMIDA BUILDING CODE M STORM PAWL WALL NOT BE INISTAU.0 AT HIGH - 014-10 PANUMATE FEMALE M AMP PAN11MAX PLUS ANCHORS. AS MANUFACTURED BY ELLO, CONSTRUCTION PRODUCTS, - - y MIMMW A&D, MOM PRESAIREL HAIM filibl.1 MD - � 'I'40'115!r 0 .1��Wl I - � I 1. , - - To 2 _ 11 - = 2W WOW VELOCITY HURRICANE ZONES (MOO-OADE / BROWAND COURM). _ 1/4-0 LAG SCREWS PER ALMS- = =3 m cu ) cwKSmpw AmwN PMEL Lam -0 so=" I �%_�__ :/4 1 DESIGN WIND LOADS - (D -0 0 -- E,�.Lw=s* O�t W/ \ woumm SHALL BE OMMMED AS PER SECTION 160 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND 7/16'0 . 5/W WOOD BUSHM. As D*TRIBUTED BY ALL POINT SCREW. BOLT IS SPECKTT Ca MA*k" ALS& DESM PRIESSURE RATM (jbs.f.1 AM 2MEMPM UUMd AWA I PENE11"c" I _111/ , I " OR ON MOE � 11141��.= 1;�= SPEED AS REQUIRED BY THE JVRMICTION WHERE STORM PANEL WELL BE INSTAU.M. AM FOR A DAEUTK�Iy � -0 -0 MR MM I U/2= E-Z HM MM PANELMSMM I = 1�= ��A L V.. EM DISTN" _10 DOSTINO WOW WAM. I \ / I I I �, � . - ­ : TO "sn" WOOD "EAGER al) MINIMUM WEAVED PENETRATION INTO WOW OF TAKON ANCHORS SHALL PC 1 1/2' AND Z* " 'I Cumt. J140* SAUL 0 KD-085, USING ASCE 7-15 AND SHALL NO EXCEED T14L MAXIMUM Mal DES" PRESSURE RATINCS INDICATED ON SHEETS MR IELCO PANELMAXE PLUS SPACING SMDULE I= INSIAUAMNS KM - - /-v FA Em or --,.,_,-, � 13. a THRU 12 III 17, le, - AND PANOLMOU FEN" IQ- WWO QU FOR PANEL ASTALI&"jW I!rR SE A.T* S,Ks, 1, a COAL v�s, a 2 -Lj -= a) I I I',- wwc IN ORDER TO VERIRY THE AW,T lCONDMON, 0TRATE DESIGN WIND LOWS OCTIBIRMINED PER ASCE 7-10 SHALL BE FIRST , I i" Qw Ez IN UMM I' DW 4' 2KE[_.Zjj z im on OF 0 y " - 1�__ em REDUCED to XS.D. DESIGN PRESSURE RATING By MULTIPLYING THEM BY M6 IN ORDER TO COMPARE III= W/ MAX (A,SO) ") MINIMUM THREADED PENETRATION OF LAC SM"� IWO THE WOW FRAME UNIT SHAU BE I Ife- NO THIREWEIT 0 ED- = 0 �g: MAXIMUM "D. I MQAKW AMMIRS 11P410ING FOR E. O. - I I/e � APAICABIX TO I I � e "i wl � 4% ,% �� 1114AV "_% DEWN PRESSURE RATINGS INVICA10 ON SHEETS, 3, 9 TMALI 12 & 17, 18, PENETRATION INTO STUCCO SKAU BE COfMDERW AS PART OF THE REOVIREID THREADED PENETRATION, 9_- - - ApmTO ;�F-�&- / � =,.n.s** V14% __;pl;== .0 POKTRUION yh -A m DO OF 9) IN OF40ER TO VERO THAI ANCHORS ON THIS P.&Z. AS TESM WM NOT OVER STRESSED, A 3M INCREASE IN ALLOWABLE 0 LL P19 ME __ Q�;' " SMMTM PRESSURE TAPCORS CAL" Nmomm FUME ED FAMMAKIE PLUS A: m"I'614, mommum mn =,OETAIL I/24 & 10 onsw WOW = STRESS FOR WIND LOADS WAS EER[ LISED IN THEIR ANALYSM FASTENERS SPACING TO WOOD HAS OWN OEtERIANED IN CA) MINDAN EDGZ MANCE OF LAG- SCRM WW WOOD SHALL BE AS INDrATED IN THIS DRAWING DERAM. E GLASS wpm*% r i___L 1, f c RATING I LENGTH IV w ir =DANCE WITH NaS. 2018, M 0 m %+- M __ - - 461SQ. _7" BOLTED . 1% V. X. *wl k.M!, to CGROtM TO ODKRM To COMPETE TOSONAME 70 ""Cwt la CONCRETIE ;; _Ca4jM 16 w THEN . MgM PANR'l AOCOIJACY FOR IMPACT AND WIND IIESISTAXCI� HAS BEEN VERNIED IN ACCORDANCE WfTH SECTION 16004.2 OF C.*) MINIMUM PENETAK11ON OF ~ BUSHNG SIVUBE Sle, 1/4" 0-20 SCREWS USED SRALL, BE I 1/7' OC UNNUM %%O 70. OR 4r. a 9/ir 2* 4: S`v � --tgo" ,.I= -.692L- - MO � I flul- ws� 'i" i 1�'Ll"l 11 A I . I (_J > - 12, NIA 11. N/i le N/A 12' N/A 1, & T (TOP) , . I I" R 4' Aff 0 � 0 FA 00 Or 4) Pm ssm t-29 & ASTIV E 330-02 STANDARDS, AND AMEAICAN Ts"140 LAN SOUTH REPORT )1123.01-IO AS PER . - +GOA -1,%3 W OR VEU 2 ?A, BOLIM . ., & 4,W 1 (TW4 1 - PET PANELS, STUCCO OR WOW BOARDS K FOUN ON THE COSTINO I I - I chlA IAS-. NO TAS 203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORM44CE W/ SECTION lw or THE ao) IN CASE THAT PW" STONE, OR PWASt VONC E 0 * 1. , (80TTOM)4 WALL ANCHORS SHALL K LONG ONWOR It REACH THE MAIN STPLOCTURE RETIRED SUCH PANEL-S . &s. IkS, A, VARONLIT Al omw & 4011 OF PANDL LENGTH It, r IQ" v 4- O' 4' 1 mWrm I - I- -- .; (SEE MIAIL ,/zt & .1 FLORFOMi JILD04 CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1)� C 2) & CA) cn ,.,o -4-0 CL Mm/14MM-10.11 PANEL 3. '. 1. a. - - I I Am tA PDJ30 2� ALL ALUMINUM EXTRUSUM IQ HE 4063-16 ALLOY AND MMPON. (UNLESS OTHERWISE NOIW)� SEE SHEET 2 �._ %U 12' 1 127 V* - r - i � � wm HEADER wix�mm I (D) ANCHORS SHALL BE ANSTAILIED FOI ALL Of THEIRECOMMORAPONS AND SPECIFICATIONS OF THE ANCKPA'S MANOFACTU06t !E M -4.- CDL N/A N/A N/A NIA N/A WA 1 12 1/2. - -�. 1/4-,_2w/4' � I . - - 1 3. ALL ALUMINUM SIHI WET& USED AT CLOSUIPES SHALL HAVE 210"14 ALLOY, F_ C I "&a, -15Z W Z (BOTTOM) 70, OR LESS .!J�l� Mls� W/ 2 = �_ - - 8 PAHW MAY ALSO BE INSTALLED NOMONTALLY FOLOMNG INSTALLATION DETAILS SHOWN ON SECTION t THROLiGH 0 (SHEETS A -0 . U) < 7- 5 1/2' 1 N/A 1 4 lIr 4 1/2- 2=18� 9 TO GLASS, a - 4. ALL SIM SHEET METAL PANELS SK411 HAW STRUCTURAL QUAL" SIM. ASIU A-653 GRADE 80 MINIMUM, C-80 GALVANIZED THROUGH 5) EXCEPT THAT HEAM"o A JD SHALL MY BE USED __ I NIA I N/4 N/A 3' (TOP) v QLASL ,_ 4'w flo a 12, o.r- STEEL DESIGNATION W/fY- Su km WTIER ROLLM), 2. - i�� rlow oyaw - . 9. IT SHALL BE THE RESPONSIGXM OF THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTILM WHERE SHUTTER IS TO BE 12* 1 N/A 9 1/2* N/A 9 1/2- ?E/A T (garrom) " Eym DVORAK 9 �e, -==_ � ATTACHED To INSURE PROPER ANCHORAM THIS SHUTTER SHALL ONLY BE ANTACHRID TQ COfCfR7F_ BLOCK 09 WOW fRNAE - I __ __ - w/4 ',=. - in CLAM - - g S. AIA� SCREWS TOSE STAINLESS STEEL 304 OR MR QSf BERES OR CORROSION RESISTANT COATED CARBON STEV, AS PER ON , I I., 8=0105� 1 12 N/A W 141A mg �� 1, SCREW �( I � w 60618 STRENGTH AND 10 kN TENSILE STRIEN04 AND SHALL C�6MPLV W/ FLORIDA BUILD04C, CODE SECTION T 12 1 - ____ 1 Ir W, � w: ml0l*_vl wl $0 w Ylew N/A r . , , I I - - .." .. I _2s �_ 9 4 ;&'. I 2411,31.3.4, 10 EACK REGLILAR STORM PANIEL WITH LENGTHS OVER Go', AS PER SECTIONS 1, 7. 4. S, 6 AND ALTERNAIM I W. 3W & 4W ON __ , EVENT OVERLAP SHEETS 4. !L 6 & 7 % �CTNELY4=H,AVE AJ�ANO RErY G INSTRUMING OWRER OR Tow TO r 12- . I MO CLAM. WIM. 1 -307 SECURE PANELS WITH JEW WU== G. 1. le I 9 1/2. i2 it" 127 1 It- I '. (.IT.) I I I " o- BOLTS TO BE ASN A GALVANIZED STEEL OR Art 304 SERIES WARLESS STEEL VAIN 36 W MINIMUM YIELD STRENGTH * LIMITED 70 f" pxf. A.S.D. DES" PRESSURE RATING, , --j- i 1 el - __1 f i 1 0 7� ANCHORS TO WALL SHALL BE AS fOLOWS: I. THE INSTALLATION CONTRACTOR IS IQ SEAL/CAUIX ALL SHUTTIEFI COMPOWNT EDOES WHICH RENA& Ot CONTINUOUS CONTACT IMIH I 0 ;t � 7 r , I I- _-] I I THE BUIROONG To PREVENT mVI wioqs"� � dc I -] L 1 -4 e --_ f 11 - 01 MAx9m"%lQ9uLQmK= ISM SM 26 MR PCHOIES ITME & SIWING FDA 010"0010" 040 WOOD + Rmusm Mo- OWN" wwa BOTTOM OF PANEL � sk I le A - I 11 ;, I - 1/4-0 TAPCON ANCHORS AS MANUFACTURED LIN, BUILDEX, INC (NO, V-3197 pA4 12, STORM P941 INSIALLAIlION SHALL COMPLY WN SPECS INDICATED IN THIS MWAIG` PLUS Me BUILDING AND ZONENS REGULATIONS 0! K -- -; . By FWAS SUILOW Am (b To w 1A, , , � ,,�.. .. - I I PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, -1 j! � - 1/4' . 7/11' CAUK-Ift ANCHORS, AS M#MFAC7UM SY OVINALT INC, MIMMUNI ANCHOR XA040ft AM ANNINUM WGE WW" ARE AlMLM ON THIS li�l I:;__ - 119 � ,m DGMIEUTED BY ALI. POINT SCREN. BOLT * SPE*&TY CO � SDHENJILL fOR E.OL LESS THAN All"M ON SaM" ROEAW ANCHOR S14NM 91.11 '-, . 1 14 ;( i/4-#11. 3/4- SOLIO-SET ANCHORS. AS 13, (a) IHIS PRODUCT CIOCIATION F M) PREPARED Eft' THIS 04ONEER IS GENERIC AND DOES NOT PROVIDE INFORMAMON 11 .;. a /4-.-2W/`4' M� - Ig , In, f,4--3009 , 1 `4 li 1 51 I I I ,.-,, I , ___ , " � I 11 "' '* BY "TIPLYM SA%CPG 94MM ON $09MIAK RY THE FOUA04 PICTORS, MR I : - - - � I I -I 11 I I - � , P.6111) JCTICN PRODUCm FOR A SITE SPECIFIC RRaICff=. Sm CONDITIONS DEANE FROM THE F-f O� I - . to :, 1 14-10 PARELMArr FEM" ED & PAINELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSI`RI RNI OPOINT" TO 0 KWL VA04 OWAVED 104 04M SK4U 11 - -_ - @!, M., , 5 �t - 1/4-0 ZAMAC "LIN ANCHORS AS MANUFACTURED Of OCWALr, INC. MC=V X=M F�a � _ii _ a F 1�if�:�:,� I ,, IO) CORMICTOR TO K AlESPONISSE FOR THE SELECTION, PURCHASE AND INSTALLATION INCILOOMIC, An SAFETY Or THIS PRODUCT ECH AvIll" TYPE Al - _E I -1 - __ I �><l ;;m_-_r 0. --I I \ (*31 M..) � 'I 1410 .1 �, , BASW ON THIS P�E.a PROVIDED HE/SHE DOES NOT DEMATE FROM IKE CONDITIONS C004LED *# THIS POCIUMJENE� ft OWANCE $VWM BOTTOM 1/4'# PANEUMTE 9A,w I + - __ A,I) MINIMUM EMBEDUENT OF IAKON ANCHORS INTO POURED CONCRETE 94ALL BE I VC. 2" FOR ELCO PANELMATE AND CONSTRUCT" SAFETY AT SITE IS THE CONTRACMR'S RESPONSIBILITY L, I*I''Izl AMC" ____F_;ft_._T_ AND Q To F0 314ir OF PANEL /'. L�., \ N R PAAMUMVE PLUS Wf 0 ( _\ I - 1 3/4' FW ZAMAC NAILN ANCHORS. Tm v" -. -jw OLK-4. a � .W, ,,w \ _i> _1_4 , a ;(4- .' ... , , 'r 1� 7/fi, M, , Z � - -_ ­­T" I V_ � � I 1/2 I . 11N, w, Kaft 1A Ream) - . P TION4, 12 t/21 Olt - -1 8 ., ,, . X2,) (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ikWAUD IF MODMr W. Alcm vmw 00 -F- . L &,I", 4'��"/.- 4 1 3 1 3 1 " C"-N a SOUD-SEI ANCHORS SHALLRE EMBEDDEDI/W INto THE pouhm CoNcRm No EMBEDMENT INTO P:�_z V ac� f i I `* STUCCO SHOAL BE PENNTTIED. I/e 0-20 SCREWS USED SHAILL BE $ 112� LONG MINIMUM SHOULD STUCCO EXIST, (111 SITE SPECIFIC PMEM SHALL BE PREPARED BY A rLDROA REGISTERED ENGINEER 09 ACHITECt WHICH WILL $WOW THE . 1 000 3 1 3 1 3 3 1 � I'll, M && 7 URAV". . " SELL" Mo I* NINIMU FOR WALLS WITH NO SWCCO, AND WAY BE HEADED SCREWS OR ALL THAWED SCRONS W/O HEAD, ENGINEER OF WILL BE RESPONSIBLE FOR THE woosrou 01 ,,, W ­ 11 , , - � A.-W fti� a I 31A 1 3 ____l I k Max a BE No & FLAT OR IM EM " ; 7� 'A I :�, I � -- 44g, ;� oo,w/ we./u. BUT wem Wma NLIm RECORD A MO R =rj! NOO!"ACCITINN00 AS A DELEGATED 9WNM TO THE -a *) 3 I 1 4 79 a �� _� cl m--:: sma") I 1 \ [ NMI 1 A=x CA off MEN" Alum I .,, �- I. =wpf, _� , . P,F_D ENGINEER, SHALL SUBIMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW- 11 I . . I I , - 0'r , , I - I - - W. M4, INSTALL"ON , , " j_r � /4 W� -ya a a - We - � 110. LAG SCREWS 0 61 mc W/ AZ) IN CASE THAI PRECAST SMW_ PRECAST CONCRETE PANEL$. PAVERS. STUCCO OR W000, BOARDS BE FOUND ON THE (t) INS P,E.O. SiVILL BEAR THE Oat AND ORIGINAL SM AND SIGNATURE OF THE PRIM00104, �m I 10 ft mu _ I I� wo= PucmTwm m,,, EXISTING WAL). OR FLOGIR, ANCHORS SHALL OF LORD ENOUGH TO REACH THE MAN STRUCTURE OEM" SUCH PANELS Ir I Id.r a MR �`�V�w - - I -- 0 ENGINEER OF RECORD IMF PREPARED It, I Llr-1 I -_ I - mll as aleaD AMMME lly .1 , , W� 49 ON ANCHORAGE %.qL BE AS MENTIONED RE 1, I) AND IN "), I �s_ ,w I I � - - SCAU 1,(47-1- J� � ,� - 14116cm w - r ::::::: It. I - I- I .1 � � _1 , � (w To 14. S44MM MANUFACTURER$ LABEL SHALL BE LOCATED ON A READILY 05" LOCATION AT STORM t I la, _::� '40 - m AlIMMMME 11 .. - I. j sc" 1/4-.)- �V % N - It/V : IAPCON ANCHORS M "OFACTURED BY L 7, * BUILDEX. INC. PANEL SHUTTER IN ACCORDANCE " SECTION 170S�9.2 OF FLORIDA BUILDING COM ONE LABEL �_ SHALL BE PLACED FOR EVERY OPSNNa LONEL.ING TO COMPLY WIN SECTION 17092.3 OF THE I I � ,Mell­ ..A..- low-NINAMILLamm"Itliff, "I', - 1/4* X. 7JW MX-M ANCHOn. AS WONUFACIURED W OEWALI, INC- FLORIDA BUILDING CODE, S= ___ - - ______ LTERNATPA VW - /4'0 .V4" SOLO-W ANCHORS, AS INMEOUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO. INSU a - 114-10 PANELMATE FEMALE to AND PANCLAMI't PLUS ANCHORS, AS NANUFACTUItED w EXCO cmsmcuw PASWOUINIgh, ' 'A',IIIA1101111% I� INSTALLATIONS - '401111MR, ­ I WAX 1�4-.I. -_ UP 10 .4ELC J 00 ANO UP TO V_ "N SCME I ,,*.,r, - I/V * ZMEAC NAWN #40HORS, AS MANUFACTURED sy MVALT, INC '-,,-��;.TWN; . -y ." N, TO RE SOUTHOIN 2L, 0 i;� A" 114 , � P.1) MIMMUM EMBEDMENT OF I*CON ANCHOM ELCO, PANELMATES A14D ZhMAC NAIUN ANCHOR. INTO ME \�)Wv �% ONLY VMX` RMANELVI'My " A-S O' 100FM LOAOS Of . �� / g ,� ,� . ,; - / ;� /Z .�J!�4) ,�,,,-p ...... !,z .%�\ ,p Z Ft NEW M1 WtElCQ=l0FP=MM" ", _ - %-e - FLDEUDA BUILDING CODE (Man Nigh Veloccilyy N cons Zone) , "i , , , - , �� � P W� W -, \�ptxs . , - J--w.-,';AENse`.. I -_ I -1 BLOCK UNIT SHALL or I 1/41� f .., . I N %-- FLORIDA BUILDING CODE (mah vwocft H cone Zone) - , - I ��l .., i�l ) FLORIDA BUILDING CODE N644 7 I. % *m N=l w 24 DAM WYARM STEEL STORM PAW ,,Z . .T .1* Z . ,(fth Velocity Ku cone Zone)l 9.2) CALX-4N & SOUO-W ANCHORS SKAILL BE EMBEDDED 7/0' IN70 THE CONCRETE SaCX UNIT. NO - : %; ar ... go � licr-I& .1 I ,' No, 4 I - . I on= lamo. ac- 20 CAGE OUVAW50 rjl_ � . -*029 ?kMA � f'P. STUCCO SHALL BE PERMITTEM. 1/4' 0-20 SCREWS USED SHALL BE I t1r LORD MINIMUM S40VLI� tM* f)Iw, * z � - . * . * � I STEEL STORM PANEL UAW w AT TOP AS f * ,- r * B 20 PAGE OALVAMMLO STEEL STORM PAN& wl" By, AND I- MINIMUM FOP WHIS WITH No STUCCm , b+---=-S;;s ------- &SED 00 S_� - � ', _z IV STATE I * '----- ­ NOME.., CLOMPMECTIORPIMCMLW. "I'vw1pa" Woo OR 2m WSTPUATIOR TIRE 04 Ulf Of 1:010AM , 4800 1* A! SAW X1:_`fflAwRr_"4F._llll�l_T .r-& _4' - Max PROTECTION Mwm u.c. I"All- % S [AT '� CLOUL PROTECTIO q0RI � w1l., 0 1 1 , - . �� ,� #!_ � =�_�___�::-,, - N PRODUCTS, = WL. 0.3) 04 CASE THAI PRMW STONE. OR PRECAST CONGNM PANELS. STUCCO OR WOOD BOARDS � - 7 - - OWL � 34131. -175 /TlLllEC0..r,\ &Aggv 11LIECOm -m S,W- S, amm EXIETM WALL ANCHORS SRAU BE LONG EMOUG14 TO REA04 THE WON StRUCIURE BEAM �9' _0�w - MOC- G*QMM­Mk,-A* M4)M-"7 20 TILLIT "� * 'Etril!'00' tom-M&SMORmaRL12E-s ALlImmm :Is,-. 140 iul`., Z. :, K l%wk,-,,',UNA' - .1:2 - � I . .. SUCH f� ' __ ­­ DRAW" - - � _1101�11 .... ... = -,..I�- . UNN.MING COURANT � � I =11 vv0m ft� ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN %Z). d- - I-P21 mm i- -%,-,,yj NAII-y-'7 " mW w P-010 (W)M-"W 1w, (W)das.#M 20-176 -Im & SOTM =. IN. cam= & Amm 'Qylot4 He plem. 20-176 ,,Iffin tA-cam'. - - " U­ --- . I i�l_ 1 4 l , � . ,4- - - -.1 ,� I - I �P� MOM - w , &gjmna, � =_!_11 (W)ww-mo. c­- fwwp-w" - em. �, L�. il . OF IB 11001�m�wlw _� NO TO SIM %K=ng: "'Ifillis 0 I., __� 4A 9 I � ��j � j: � j - 7: - I %% IPA - i - , - . I E=�j .. � S.�, kl,swz ;*"" FOR a hwy I A Zz 't - - ! i i __+____� .t� i, I .. _., - t . &lw IN a .u.M I N .P.- - , I f I - t =w - I I I w - - mi 1/4, 3/4. 4/5, 5/5 & 6/5 PANEL I MAXIMIN A.S.0, KM PRE -Mg RATING abj4 AND &R8L-,r=dA +2/4 IWIS, 2W/S. ,3W/7 & 4W/7 INSIALLABON DETAILS FM REGULAR ) COMPONENT1 FOR REQUILAR, UEE,5AEEIY_ MAMMUM SIM= UNQ a) LUM -0 WHEMU ONLY EM REQUIAR SIMM Y MAX MICHORS (SEE SIM" ON 9 I , 1 (SCALE 1/2-11) w INUUMON INM 22RULCMIGIREm- Comm= Dun AL MIND W SHEET% 9, to all) ----- ---- ­-3: MAX- INTO EOUREQ CONCRETE 98 CONCRETE 9 QK U UCTURES 1, 7 WIN . I,_MI",-r--- - - 1�__ I "I -----�---��--�-."�.1--���-ls.iw crc*AL, wo", -­ ------ � -------,-,,, SINQLZ PAMEIS(b IM9MUMM - ___ _ - 0 , � 0 �2.lvr­ I -----, �L_ __VSTM POURED CONCRETE l___-I2,SW (EFFECTIVE ODTH)­-­----= -103' i I/4"0-2W/4* 61 OR Amm END mm JMKS it AL-0-k-0 OR D.M-O, _T__T_r_ - . -_ �--unco"OOM"Urm CONCRETE 13LOCK I 1 ,750' - M SRO RMEM , ), fL __ 11 I � .250 � 01 0 I ; A r I -T,� . / � . Rfoulwo zom </ � IL-15 I-- -------.i I . - 10 ARQUE 0 8 1/4' VAIM TRACKS nl OR M * DIRECT MOUNTED AtI&CRIAle I 1 4 � - I I 1" . I . " I �izq�� I vxii= . I or I I , ' Comm A104M - I I'mr - - _f - / - ; .740- 2- .Ow -I &@ & , � ! EE N (SEE scum" 04- -- = - �,ZT I'm, �l � � I --- � - ii-sup- I i , MAXIMIM PAN LENGTH MAXIMUM PANEL -.1-111 7/,, 1 1 -0 I � I i - f - -7-1 -L+- OR -L-- (ft.) a I .L+. OR .L-. 0+4 1) I I `� , � , SHEETS 9 THROW j � 20 SHEETS 9 THROUGH 10) r-(D %Mm" f3 0 - -, _ , ;;_;;;.;;;_ I .= - " ",� .1 -- . I - � CONCRETE BLOCK, T � .I'. c%j " I F I i - - If# . c2l -1 �t D�w I I low MKXO" ".D. MAXIMUM *1D. CONCRETE & WOOD I I 1/4' 4- 1 - P#4;p .. . , d 024' OU THICK b � 1#61 � . I Des" 00AWISTE & WOW OCR* A I I I �! J - - I � "., 114" 0 0 114- Oz 0 = l-, � ',/ I I � 1,4il- I I - tr�,-, -7t .1 q � � - i ;w LAJ . GALVANIZED SIM i ; (M.- ,w4* f I SIT - INSTALLATIONS T INSTALLATIONS I . I ", � + __0 ; _______i - ANCHORS --I cc (p.s.f.) (+ w -) ip.-T.) t� Or -) I I---- � = sowEmum j 2 -= - - - i SHEETS 0 THROUGH o i 0`60 DAY. . L_ I+ I !c_ - - :::Ir-- � it- �� � � " - ;z �g I , � -_ -_ / i I - I Ir ASTM AM -%, 1,01sr I mvx so w"m 1 zl�s* k i I w .1 11 240 14,-4, 1 Ij*�vl � ; LOSIA8. A 14w0r i i 101 ---j 20wo -4. 1 1 . -- -- /I 111, ______ I i � i I - ;;- C-2 Q __fi�.4� ­ it I-e .K l2t-lo' I w-1. I � - .. 0 Rif PANEL L-imr---� --------------- Pu_-AlL _­ I l___..JL_l__,___ �1151 -3 .) 210 - 14�r 14 �- - - -4 . I I i 1 --L I 1 -- - (0) ___2='___j 1 T 7 _�_ -_ :1 I -0 = >< I jag It*-4* 101-o' 329 ly'-A' I t6*-7* I I I I -1 v 0:�_7 - - . : ! AmIlls SHALL K INSTALLED &MYS --z3ar-----4 , 1OLTED PANELS W/ 1/40-20ki - _(J) �01 t i ! -01 L-3 -; = - 0- FROM LEFT 70 ft"T 11 1/2, to (�) No H 3" to*-lal IQ, -a* 410 Io'-IV V-#- UNBOLTED PANELS S.s� M.S. mu W/ 0 0 EA. MOLAR, I I i I I i 1 01 'T m = ,_ � j A? 00 AT LEFT WE OF PANEL 4ao 10--f- pt-41 ,MID j*-6* *1-2* 1 (SEE SECTIONS AS APPLICABLE) -- ", - � Lp, i cn .0 C%j = - le,:i­__ll___ I— k'q , 0�-?- I TtTIDN ,r-- � 5 � I -';- _7_`� M __ 6 I I I � 1 �4 .!2 .E �� Ira 4 _&O -76 -0 I /--,-' I - ­J-1­ J_ 1-1-L-11. "I -- 1-1-11-1-1-11 -_ ,� I . NL. 0 � "I (�) 7' TRACK (�) AN= WO HIM (SIM SECTIONS AS I ,� / 1 ­-j� v � , -, vp. TOP MOE Lit= I f _& 1�9 E I ­ I I A , To W.:61:17 � 1 a; _T aj :�" - (SEE SCHEDULE -- � I I., - ,, OF PANEEk ---�V­ --#;--F a--*- - 81-7* 4�lr -_::: - 1 __ - I- I I -t- - I ­ � ­� __ - � _______.__ V M... i 5 W =­ !:�_; � '�ll 0.024' (00 soa I 1 z=01-In i I - -1 PANEL LENGTH ­ -_ - ___I � v 4. :�. = = = fi1,N_v_A",_lm_, #-A - - 5*-V r.4. I I I ON SHIM 3) . � (SEE SCHEDULE ON SHEET 3) 1 1 "Ll vml ItIONWOMON , I . '" C� , ..r Aula Is Be LIP � - UNLYANIZED STEP. -av SI-71 S&O r-jr ?*-41 - __ __ 0 � ,_____�__ 13W - $ z-a-4- 0 � , *o.D5* � _"IEL Sao RIX r-71 __ 40.0 8,-O* i " i � � I I � ON SHEET 3) " t i PANE, Lp*TH I PANEL LIEMGTH i , ,__::��l � I ....1-11 - � - � (SEE SCHIEDU -I ME HEOULE C= U . � - -"ZF �H .1 __ . � � I 6" ­ at-v* f ___!�O _7*-,R' 7*-2* L I CONCRETE ANCHORS t____ =1­4�_­_ ­ ­ - F,-__4,(­___, v�:, �+,_ ON I 3) i (SEE SCHEDULE. 9: m rl ') w __;Z�s __r__0l - 7 I _k j " I � ON SHEET 3) _- I I I" �' . - .. Mo ;7�;_ 0,10- , � (SEE SCHEDULE ON ! . T -Ir - ­1 � -,� ir 16. I kmV 7&O - ­ = - - -m - - ! -9 , D.m,,(�). & - � � 'Ll - I � � - ��4 1 NNIEXTS 2 I I ff � I I I . I � .0-02"r 7 1 - --L ... i i ; i �_ �___A no -0- W-to' I'-2' 1 04,* 5.� r � W a) -7 . 7-:7, ofizw - - __!�-7* Pao 71-01 6 . � 31 VAX OF V I I I ---;- I ema r-21 @.r i =4 --<D I � 1= M cz f= 1-46r I.M' JH - (9 L_ . . I I - - 59J.- --l- - � I I -� I I "I'll I MAX. f sm =9i � - - */4 3/4, 4/5, 5/5 & 6/� OF 'r 1 --(D 1 -a .= i - -I' I I- Do. � -Y.,.- I 1". I' mic I I .cc �11, . no 01-51 40 a,_;yl � : I - I I t - OR (yo - _L__q_:_ - I @� I I I I 47!:��--, r". 2/4 1 1 �" 1 qA I­_lf­-------,, , IMMEMIC ZM WAIL A � I F' I - Rao ,- e-sl' - 61W WIG, 61-0`1 i W/0. 2'W/B 3W/7 & 0/7 I I Wil-11". � I ; . I � - psx 8�-ffl' . 010 #1_7* s'-fe - _ __', I r ( i : = - I ROUNM CORNER 0 ENDS OF PAKL'S 7�* - jr_o� E � 0 -Aft �010* ANCHOW (SEE SaW" ON SHEETS 9. 10 &I I � i i � I M C, i ; END Air W/ Hamm EDGE. ,uwsj .1w - I 0. I E�O. I i � . � 1-r - - � . i E a: cj ! ----4xe­� J75:1 10110 #,-I, I s*-?), ­ I _1 � I i � I � ; 0111m) ___.e ... � REGULAR UQRM WEL (1) ELEVATION I . I 1. .. I _A_ I I I ___ ___ __ t i F, l77__;liET!c% AIMAga temo a'-J* 5`4' _ . A, PANEL 1 1/4' M w I I I ,�� , 9 "t- ��& i � � - - - � I 0 1% "I ac. i � (AS APPLICASM C3 1 r - ", � I?" OWIL OAVILAP -1 10M *AM IF =www � t i I , I AJSO _,�_ I ??.%a _wlwI* Not woo I" CONCRETE MOCK E_ 11 i 47r 1 1 ,_m ,;:;:=A - L_ REQUIRED. ---- MR.) 'TAW (�) ARARSAmm (�) M-ML.-ALmm fl, t:Lt:;9d Lt" I 4, re I I (M."mm=­ � I --I .j .9� IN ,_E,,�_ - 114'ilW. SA " W/ RA --- � I I - - i i .501E SHEET I FOR AUX"OOL I fsks I OIL$ - _ I - � 1 4'-r 1 N/ I �� � _f I "I - SHEETS 9 mmuo" 101 I -A i . _��=s W/ * ONLY Wwm SOLID �� I I - , . -.11. - Air � LIMITATIONS, IF $LEAVE ODOM a I r, V!!N 7w`IZ , ; ... t�% � ------- -- I 1 T I __ .pll . - A25 ONLY VNID MR RMALLATIONS 000 - I �'. \--/ \ --- "I \--/ LOCATION � - � L_� -WHEN �-JVRSTING POURED CONCRETE I Mwom SEPANAncN TO CLASS $OEM" MA)L GAP - � ly- DR CONCRETE SLOW j , � , (�) SL= 2 1 /9 F' , � WOOD STRUCAMES. Nr/l �_� MR- "_ , 11 AN. =1 1 j .- vyP4 & `2v- � . /-\ CE � I-- � � Allowit CONCRETE I REQUIREX I .4- 1 x"l.uhm w MAXAKIM *END SPEED I 170, I WINDISPIEW > 170 M,Ph AD FLLS. L�D - 1__%AcT*c.?mwTcxCEEm CONCRETE ANCHORS � maultrl . i � PANIG. LENGTH -M*,h ANCHORS .Vo REQUIRED. N` By&- i'm __ _.j "...._-_,� ; ,lIa- (SEE SCHEDULE ON �_v 2.0�0` .103', I N) vMkmRMIMED RESVwV_44rNCU RESTRAINED mm SHEETS E; THROUGH to) (T=6 ON , SHEETS 9 THROUGN 10) 4251 � i '. '. g(I)L+­WI AULCIABLE PAMMMFORA GWOJ POSEINEA" OEM LOAD. - 1,114 (TYPI)i § 30 OR LESS v a 1/4� �4 f, W. - T", � w 7 L, � Ax AULCOGUE PAM UPIE A VAN WIMCIVE ASIX DESIGN LOAD. 0 'Rm -H- WAM @ :u" "ER , i ! I 9,;- � >11,TO go " I. 7 tyr 7 1/1. (7) �� TO, DETERMINE MAXIMUMI PANEL UEMOft �_al_ + -I* MEN, To S, No., _.� L � cNEV A PoMm.&S.D. DLWK LEAD. WOMM 111901AR0 AAKM ISMOTH *W FEM 44HEDULE- - GIVEN A NEGATIVE AJ&a OEM LORD, DIEVERIANK WAMUM PARIM, UNOTH %-�' FROM SCHIPDUtL I i _;RO 10 J46 I- 1. 7 1 -i -/-I 7 'Ir FW MAXIMUM MOOSE PANEL UNION IS EQUAL TO THE MOM MUNMED PANEL LENGTH vU[LO=w vputmmc WAL-mounme A&L Mm R j, W= m � 7.4- ", T_­1 I '. 1. I I/-" BETWEEN -L+- AND -L--� 1@ =m I* " 14,A) Abol v =V ­ W SEE SCHEDULE IEELOW FOR MEN. PANEL LENGTH FOR POROS"Y OUNLIVIC4TION. SLOW I --sumaEr- 4WPWA 3.000- tm�ft ",-..* (Ul 'J' �K u MEL HANGER f WNIALLATIM wm WQW ARE LIMITED 70 * 05 P.LL MAX A.&D. KIM PRESSURE RAU" 1. SCALE 3/8-1 1 .EO _,w;z,, -VI'A"K, rfu/j� . � - No ,I � I 17 ",+ "l �.- I I � , :;: �,llj­ , om.._ (l lw_ WIVJ MINNUM POM - &p , "'Hi011pff"N' F-I... 10 me \� (I.Ar ONLY FOR E,Z NANG STORM PANEL %. .U. i,s*xls* Wjw;m�, 0, 16 & 11 MR Milk, JLS.I:L Ots" LOADS & wx PANEL. Lmm Pao I ,!,, - liq 0 , � r - now STUD Ir r.z. GO= - ,3,tn ^ - i - I MIN7 H .* % i MOUNT WADER HEADER ARGUE TWK .,... .. - SPACER a IS USED, 10 ,��l .1 ........ ��N� � f­______T_,__ � " . - - A I, . No,44157 -. Z FLORIDA BUILDING CODE (Kon High _�_��� ,5= .Vm FLORIDA BUILDING CODE (Non High Vejwty HU no Zone) , , 470' 127e J*�I.l NYGtx&._l-_,T % 91SMM) W63-76 ALUM, ALLOY , � � j __ - _,",­� .5t � i * ,I, 1,125* ,aW I � .- _ votocity HU Zon ' BOTTOM �v . I FLORIDA BUILDING CODE (Non High Velocity " come Zon ,f4---`0f,FNe;, .1�k I -1 , I I . I 1�. is. [7 0 4j3� WIN. 6 a t At ., * :*z 42am, am= W. Flpl - *e '. 3r 3V w w f .., CNN rom W_ f4% �r . , tow ILI= Wl ". '088 . Rr DIRECT MOW l*. , , !-� I ' ' t -I- - - 3 . 24 BASE GALVANIZED STEEL STORM PANEL 94767 ,� - 24 BAK GALVANIZED STEEL STORM PANEL I I .- .44167 - = 24 CADE O&VAKED STEEL STORM PANEL owm , ,L- - allilcur ., 11 ._O,O,..,,\ ') � I � li .j� . .: - 1 ___ ____­ -, Ow" 0 �519 IV STUD ANGLE - --E_ 7i I I I WON w1l ,W. IL (m.) SEE S&MAS -- " 11 �._ 2w . , p v . 01 31* W 32' 42- 3e - * : 3 67/Wl"m NOON OF SECMM: 3 *' * 1*g I I �� mW 1. w - \ QN& PROTECTION PRODUM = E.D. - EDGE DISTANCIE KOW PROTECTION PRODUM t1C. ' __,E.,_�-, F .04 U. / 11LIECO-11c. m V:5 I -t�mkw- 11LIE4 0 one. � OLOML Mnmlm PRODUCTS. U.r- 1. "r TNA= w 3r 4r $7, i -':� ", TATE OF ��l m- _--, STATE O%`-'--+V._r=G:Z---_ Aft- li -A', �- _� ANY L � fPt> 41 , 100 s"N!".-m. (SEE SCHEDULE ON MR & BOTTOM MOUNTINGS CAN BE - _ - rT�V - � 32" w I 3r w se w ORION -w�, ­` up 20- ll� * NWVI��w ,C . _ =:M SHEM 9 & '10) pr SUL _��L . FL =4 -175 RE - . . M/,;7� wrww"41- 175 COMBINED IN ANY WAY TO SUIT ANY 20-175 . (..)� tw)mp4m 20 r: I �ffw - 060 ,JI�21:r q p0mv W)SM-1110A, - _­­ v "" MOC 01%)M­"40� Fft (45.)AW-47117 I -_ -1 -_ - I I amm w I U.: j f5) & (p) WMHERER MMUT ,, ,�, 1, .1 - Im 00*00 ft ltj�� I W 1 3F W 35' - ;lv*Qr47,f INSTALLATtON. - � il w 1� I - - - lIZ-1 X: - �'ZORIDN�.- , , ;11 I 40%01 ,� MOW- . _T"=� - _c-�llq n - i 4! ft�mm i :t�'l RM Q wt � -.f Ie,II0,0I I I 9 110.2=9w 1= 8 iwILp=QLa !Ew m= � WAISIMATWICIUME I i - F I I I ,�"..�,Oi%�_ll . c'"N'"ll 1 ft 2:M , mgm.-Im, -.Ag � I - 11 . A I I . I - �Plr own."19 0 - Ali m fa I J. wmkv - . - kZAAAW 3 ALL" W7 . , , � A SKRIT . I , � I . I I . __ -_ 11 - � IN I IETAIU FOR REGULAR PAN INSTALLATION DETAILS EQR HFULAIR PANEL (1 INTO POURE12 r,ONCREJE QR CONCREJE 8 QK SIBUCTURES r�,Vt--T-, ", INIQ WOOD STRUMBES -� T--r A ; 7 7 Mr.- � --,-------I INUALL09N QUAILS EQR REGULAR PANEL M, INTO WQOD � I , �1'f -7 � / �_ � 1. SCRARAnow I'll -0 - � - , , , I � WOOD ANCHORI& ­', "I � - Im GLAS& __ � 1;�7�177_1 ALTERNATE OOWAM - I I I I I � " , ,� I i ��, ,/-rsm SCHEDULE ON "I,----- 1� I 111.1 . I , , , / �: " - - �l , (Sm SCHEDULE I ! '. � . I- i ALTERNATE LED ly �_ I I- I I I I ,W-. � - ,A_ �___TOCATIQN ,� I 91 � I i i �,, ; � - - A_ _3 I BEAM , // " , ;' , 11 I I, - �l I CONCRETE ANCHORS ' - I 11 , I / � CIO a SHEETS 2 THROUGH 10 POURIP) OONCREg: 11 , � I ON SKU 3) 4*.e I I '� - � 1 SHM I I) � , -4) Qreq;�,lvv L Nmw").r,s'm'r- mk- I " " -, f , 7 ".1 =": DOWN% _ ,�e _�,' _�. / - EIMNG POURED COINCRE9 I __ .� - I M.M.M%r � ADEQUACY OF -,.,,--- -0-D , 1 1, ,r ON UUNCHL.t � _ OR COICRETE 81= I � nl I I I - 1-1 I lzr:1­-l_; 1_4 , � I ,v "xc ( -7v i - -7�t- , � Z-:�, . -1 .I � I REOURED. � / \ � i , � , ( I , - I ­ - CERTIFIED / - �' I !�� , , 1- I BE L. CD - "ATE to I , ,ILI , - ---I PANEL L.ENM MWOONCER "; M Comotm ANCHORS �, " � ARCHITECT PRIOR TO SHUTTER _qy \ F- (Sm SCM%W ;� - ___� - :MP HEADO I rm WOOD ANCHORS I \ I =EILl I (SEE sm"X LL I ; r.-SIMM-10 6-I EREC__ - , I SI \ � �rr (w StReEKILE ON � , , . ,,� I AISMIATM . ANCHORS ALTERNATE WOOD ANCHORS _�� - � - 1, MlIt - SHEETS 9 THROUGH I , 1) I'll 1, , 1 =4- ! ON S14CET / z " ,,q -%= tsm SOW" a) t 1 ,/v swer I I) \ / �% i � i I wm --!-, " ­ - - - N / �__ � t - H101 NO, MAX, I. 4m ak*m I T-co+-::; !L3 us, w MLJT YEN W" 01 � - or � i Y / SHEET I 1) � I - 11/4- F­ fdk .= I A cm -r- --h1ril ,� " 1, i 1 '7 __ v . 11, I;N 1 /2. _� ­01 IF a) = '­' -, --w, / * , \ __�_. ___@ V-1 I .t. __ I ""r-i t/.*m " w/ I r-WAX ll.,� - - 1 ,4 \ - 11 17V 1 so . i , I -L-1 � i mm Cmmx ANCHORS 04 1 \ Z Ll � ""' VAM MAX� � / - i/ - / ED ED I \ I -I � , f W.H 14. \ 111", . 6 - �4; WOW OmEjt -, _�_ _4__j (f) (SEE So ____ tm ­­ � i i i � I _1­1 - - ON , . ­� �,I , I - - REOUM - .,. I I SHEETS M. 10) ? � ., ... � I � I. , ,�: ss. MEL I ----I 11 I - _4 \ t � ) i: i __0 ED : 1030 @_ ; I Dom ! 4 I I I Q-41"ww 1 V Max. . I .1 � i 11 � I -4-0 I - , I Elk I �_ __ - L- I i F I I i r ly I I 1�- i . i ,," - I I- - ,- I � L-@I- UO. Lot& ALUMINUM SPACERS 0 12 11r N . WOOD ANCHORS dw-- " _4_,� �, '� I . I � � , � ! PAWL .ENM 1 4 I � � 11, � 1 i I LE . � 4 I i ! (SEE SCHED"I I � 11 I '�j � --, aa IsEE TA" ft ON SHEET 11.) I I ? =11T)OU , / " - � I I m-SIN, i a" SHEET 3 i BELOW MR UNITATIONS FOR � , /; i = cu _-Q) � w I I I i up, ! , 0� -1, I 11 "ON TO 1 - I -01 SEPARATION I I L.- � I )"m v I IV wx � i � '1�11EINM** suvm� Is - T W I > 11 �'­ w I L .V Tjw -,,Z - 1, AAA. P94EL LENGTH i � -1 (SEE: I i . a:p I I - TO GLASS. - PANEL LENGTH 11 i I q- L. �_ �� K wfm"ML i f ,,'I'm. am SHem ­(Sm SCHEDULE I I f (SEE SCHEDULE L I ! 11, � � LE � 1 '/*-�-:Iw- . r - I I _� 0 � (Sm 9 A I 0 WR I(SEE SCHEDULE I � I i I 0 1 1 i ON TO CLASS, I/4`II­MI- I ' _FANM MATE FEMAIJE 0 OR PAM! MATE I TO CLAW. I I ON SHEET 3) 1 ON, SHEET 3) 1 ; � i \ I&M.&V 3)L " V L_ m �f! ." M.� (SEE � _Ml MO 0 1 3) t__ I - ow SHEET 3) ON S-1 3, __ - MIn. SEPARATIDN i SCHEDULE ON . L' SPA ON SHEET -1 I I m SHEET- 1/00-10.1. MAk " "t 1/4-0-2ftl' 1 1 -- 1. � -_ I I I I Mal, L-,-,JL-,--- 4:��411,.__ __ - -1, +_ _ ax!m,lw � F I ') i�- � -,--- = I - w I'm FAU I PANEL LENGTH . � 1 PANEL LENGTH - - -7 All, " 14". � - - ==OIL 1) i I ,w � I mh I _�_ 1 " LIU PLUS (SEE WIEDUUE a" 94M 1 I) I I Gee T-vt -­., SlIum (SEE som I _TT�v_ I I I - 1 - , 0- 4 1 ____ .___ 11 A IME SCHEDULE lr�_=%�_ - 'I m =01 PANEL LENGTH -,T--- ­ � I - m I � W ..... 1. J1, �' .."L v Mo, f ­­ 7�, � -_ -0 rMw - . - :�� �­ W.=,�o cm SHEET 3) 17x- , I , I SEPARATION -.--,I AANEIL LENGTH , �z -- '­L­ -1 f1f I m-=r_l) I I EmImi't w;­__ ­t� f (SEE safmoLE I I --I i 20!�___Q 1 .mr- 1 PLATE REQUIRED II I _,W�� ON low 3) 1 1 Zlw w000 -- I f ISM SCHEDULE SEPARATION I ON SNw 3) 1 � CLASS , I OL TC GLASS, - I ___ul i 4 m" MIST19 i � I f I, -01 n ON SHEET 3) , i I - i : j SPACER Q I # I I SEE L L_ � . � I ( ,�. �' i i i I A, i i # ; ... -4 - - - -1 I OF V : _(�) OF 'Ll I i � 1___� �____ �_+__ i I � &UMMM 2W' - I 1 _(D I _f - I < I MAX. I : 1 i i � VALE 34.'. 4 1 1--, i OF V I I ! i I � I,,,- _IC4 - 1 5�x i I '� . M`�,X_ � r��_ - 11 ��_ � i DIRECT MOLIXT . ___� w -6-0 so � - 11 � L I - I --(D , , � OF 'L! 1 [-_0 I � (�D_ 1-0 I I �=ER_ I SUIT i 4 17, lm�___ 'A 0 12 1/2' D.C.. SM =E& ON SHEET� 11 FOR MAX, PANEL WVGTHS Ar "L I -- I ! , _,� 11-1 I 1, ­L- I I I OF le to " , lit ,1' I � .0 r Ml- � - � ,- I I I I � 1_1_­_.__.__ J­­_j L I OF "L* I ,_ - DESIGN LONDS FOR INS OWAtLAMN, 1._ ----@ I 0 lf-i/r ac : I � i MAX. i I i � (�>__, I 1_____j (D 0 - - � , - � I 0 12 1/2- D.C. � � v -,-, � I I i t i j I I . I __ I�N - It . ED - __� III , = : i ; -0 - � F ;7� i i � , -I In '� - __i5. -�l I .1 -, I , III J2 1/2 , E6 _______ _____j j -_ , �l ?, I - __ __j I I L_ :: I 11 I I * at _� "owl, i ______N 1 - 1 t *Ap* 8 114- OP, I I L.- .. I- � _,­ .w I c "I I L, i 14", !, A I � . �,,,,.,. _0 �� ALL I ., CQlCRM ANCH CONCRETE ANCHORS I i I I __l_____,f , to-=�Z=tof ]h I ____L_l____J,_______j It I --.-.--..----- L., - _ I ** fl[ml -1--1 1_" 11 I i I 1 j '. I �L_ L' ­1 =p"mi � OF OU� 00 SIAB SHEETS 0 7DIROUION 10) M.s,?= ,or MAX, ALUMINKM ,,,� _., WOOD ANCHM , I �f (R-J c igZRED J f �, .1 . ... . ...... -,---I- - - 1/4' O.C. VAUD FOR ,t_ '_� - __________j____j -� 'i 1 1 'i I k INT6101% I ETUD "GER &A "Y RE I lIr im W� ___� . ; I � i� 1, 0 0 POURED CONCRETE i AM OESION M405 AND PANEL L_ � _,,�`_ I , , � . "I " ON I i I � 11, 1 , II � �' "� , I Ow WOOD , I I , " i A i � � 1 ", I , SHEET 11) tl� POKLANON it LAWIM 70 A US WORY MADWINI, W" IS`_q` � REQUIREID 2'.r WOOD ftT-E- � , " " . - WOOD ANCHORS CONCRETE BLOCK El"WEI ! i Lamm PER $KIM I I , � 1�1 - , -­_ REQUIRED I !", 1 � I I L, - , I I I � . `U4 *mm- I" MUM! ow ON= WOOD ANCHORS ­1111--­ i LE ON v ,N� _,�'l I H I i �1; 0 $401m ANY v T . � omnm HOW (W � REQUIRED � � I'll � I " I U ,� I I .E SO OULE OA,,. � ., I Ell. - ( TABU #1 ON , � � jj� ET ) _ I ! i 1 1 11 I -TAMI)m CONCRETE i I: .- OR OEM 1; r W ALUMPAN SPACERS 9 21*41 WOOD - , _�__l 0 � , )___ m n , on 1_.@ I RED '� I ;L � 1 u - I- MK SSNAwwK To am tDlq%n , _ I7 Swxm 0 7 ON to) � /j. W PLATE REOUl , , woo ANCHORS � , B DC. , KX41 WOOD � - 1 4_�l j L Et 7 �, I � " 11 EIGERM W/ MO ON SIM "? \ DIv , LATE KwftD i d 11 SHEETS & 10) , - 1 " � , I � � , \ 111, , -1 It I �� % od Am;mm cm voi naut OR OR � I i I � j I(SIIEE SCHEDULE OW a __Ll --= r7lvaaft=v� .1 I ��,� "", , i � j - 1 w4m =32 *!-'a-"-N`(;,-, I M41"MMSM FWM V 1,W 04, VMW Xt/l`OW9WA04 : � � I, I � 7 11) SIM 11). __r mh,.-- -, _ 1..L,� �­. 0 a) jkulm;o " ; I �_ t 1: � (1) w Aso Dom X M tw u a" Awa. LENGTH Is gym TO w a w m" 1111 , OLING AND a= MQMNG -a MQUNII jMflFff M .41M -;�: I � , 1 L, It I I , , WA" MOWMG _QyK N LU ng OR I A , I 0.11% " 9= ::" cn . � ____Ll_i- � �_ lowm Is Oummrt M "M iffmio %M,p q "/a'-, P y (0) T'" sum Pa" w" m AIJERNATUVIRF jWUNT 0) X�Loml COLING AM0 EWOR MQUEM BU 16M LEE.......... m ==CMWNSW�OA SHALL, Be AS VOWED am ALUJMEVE MR W" mwwm m =-.f%Lw-,mmm Mear"N'LE'"W"'Muma" i SOME 3/0-1, ffidw4W so" -ve-1, we I" we Cal, 01, 1. Ll,r m -Wl= " n oly ,,, _"`H"N!AlV,Y SCALE 3/8-i- L. m 1w E-I"a ff WIPIE nomm I _O ,, � Alow. 0) Wlim MUM �WRQ NO TW 2020 �ft WRIONj .1 p8rum"two Ole :,!�'4jk, * 't � of . jt�" ..O; , /'L 0, , piflft"#�s M, 11 I . �, , �- 11AQ I k . Llj .. �:.. - I -1 - I I ,-, NAENJ�.__!fx , - 1. I _ _ z . 4, i�� , , m I ;� ............. # .. 1� .. Nodgm. * NO. 44167 '� 1, a �,!Xop , X= 0 % ? . 2 !;i�.` \�CEN&e-% . __ FLORIDA BUILDING CODE (Non H121i Velooffy Hur Zone) I FLORIDA BUILDING CODE (Non Ifigh vwwocfl�y catut Zone) m 1. - FLORIDA BUILDING CODE (Non High VolocIty Hurflame, zons)l : I , 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S,D -*_ I 4*= unw, w- FA. I . INSTALLATION ARE ONLY VAUD FOR MAX, A.S.0, . 1 .. .1 ."'um w- "I __ ­ , . o.44187 I. 'F 24 WA OALVAMED STEEL MO MEL owm " ITION DE SECTIONS: DESIGN PRESSURE RAPING (p.s.f) AND PANEL LENGTHS . No, 44107 1. I mm MUD. w_ I- 24 GMX "IVAN= STEEL STORM PANEL fi& TOP * BOTTOM MOUNTINGS CAN BE DMON PRESSURE RATING (p.&f) AND PANEL LENGTHS It I.. STATE OF ' 24 UM OALVAMM STEEL STORM PANEL mvm ft < I � * r: . -11 f** .*E I B . * - "" ft COMOM IN ANY WAY TO SUIT ANY AS PER SCHCOULIES ON SHEET 3 .1 . . . - - z � �� STATE t - - GLOSOL PROTECTION F /0/3030 TOP 4c SWOM MOUNTINGS CAN BE As PER SCHEDULM ON SHEET 3 (EXCEPT FOR I 0 - INSTALLATION, 2. FOR NEIN WOW FRAME CONSTRUCTIONI: WOW 12 , 11LIECOss, UCm U.C. ant- ED. - EDGE DISTANCE ,-V - , , ! ERODUCm LLQ , vpm� COMBINM IN ANY WAY TO SUIT ANY ALTERNATE 2W) s ON I'm MEMBERS TO K SOUTHERN PINE No t W/ SPMFIC (SEE SCHEDULE ON - - -ON - INSTALLATION, Sk am &w. 51 WRm DENSITY OF DS5 OR EQUAL - 9 & 10) _� - �F�. - - It .-� X!�� =uzr_k "WILOIXF z , Em aumaw0w or 2=0 % * ., - ___ ­\ . \ MM& mucti , ik. I I \ CLOUL PWIIECTION PROD .*/0" Us -00 - _7 � '"Er R"" 1 �6�. /ITL I iZTI. PRODUCTS, Ur- -"" SHEETS TOP & BOTTOM MOUNT04GS CAN RE .1 1. . 4urn-111A r. 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ... 0 q`IP MOE FL 323" 20-175 . Isolilmlo. T116*)INW-7544, FAX'(004)611�0707 -175 COMBINED IN ANY WAY TO SUIT ANY . ......... I :� "- P"W- (04)m-n4 m EW)M-M? 20-175 e* P"m 00,I)IMS-11"k FM (OM)N*-VW 20 AJAI !t;04.; - 4 W.- - - INSTALLATION. I , . *T14 ai mWw ft - MEMBERS TO BE !W=PINE No 2. W/ SPECIFIC - - Aw"m -I. I PZ VAAWMW4�am A..f - , WIN." IR, < - ItifinwoLftwomemor - 97 -!l 'I NO,-. , � i ""' t sm 4, or to I DENSITY OF' 0.55 1 rflult - - I I I I _iwala-af il ngmm. We'# I I I i f; 7"071 evil I _j .3 MR L - 390k I I P I :9ml � I I I - I I . a - I SHEET NO. I SH 1 .3 1 rr� CONCRETE BLOCK _OR WOOF? STRUCTURES: VALID FOR REGULAR. LIRE MEM A E Z HANG STORM PANEL MTE S : CMCR 7E, OR r`�".iL' - OLOOK OR 2' >F 3" z .Oi3` !tom N-14�I {gt �• f1t:MIE a083-TB:AUAf3 f"01 AW14 Ibi' _ 2 1/2' FNfONANOLE w 1ZNK � a.C. t 3/4 _..) PLIMRED coNI3,ETt. I,. Min. t. BLOCK OR 2`ke tM4D�NF�AA ?' P07A'MO 1 i ANO : t Ir tAP04N f BLOCK At1O1C1R • i2' t i6 2'A4^WOOD:e"WE � ( N s..�• i1R*y' eAG! AgNFA RE2NBIEO REA4. _ BAP 1 'N AATlANA1EtlDVARaSamORr b• LA%L sv L 4ia w 105 F Mq,..1 ,OhD`3106-71184 SNEY POIF CONCNE!E; I "r , _.. C� 4 1 7K AtON. BFM PUTE ._. REOLA OR 214' WOOD FWME I SiTTs'j REOIAREO 3tB3-Ht4 ALLOY -7 M1 2 r/r (( 1 y' � �- �AUA ANON€ 1 -�. 2^ -� � 1r�' ,. owl - _ MO,. raP s -,; 1/4r.4 •OL_ - f , 4"k4 � 1 .HAmer YI/aWANUr -1. AA- ANCIi CASE A FLAN) CASE B LAN? CASE C PLANT -ASE ID (PLANS SCALE 1/4'-1' SO4E 1/4's1' SORfi 1:/4r-1` SCgtE,/4'.t' r �� OR CALK-M 9�M mMBE.:o ,Mio GOIM s s w 'F OR OMKpF E W d7t k ��60RIMA Wi' PA17atAM16 PLUS(S� 1 PO N1F0 OR s ,bX "N4 IYOOD :. 4oES OF OPH6ttG StHffDIAE ON4. r._ (wN.'PAN6. r Now FAARE : CONCKM am g yr,,-{ I O i4AtE '. AS APH.ICABtE }o tl tt) W4RLAP BEYOND . op4NING WIM) al �rnob F9MME ACQUIRED A � 1,; � s i3f4 �C ItEOtIB1FD .. -. ^. 111­ VARIES NEAR Fi+M1rA[5 PARAOM titi to j S' IAaL A 1MLL (wfiR CUT ETD PA*L) X B4O.DISTANCE "a >]:, �:�.•• vrv-ws @nis••.•I••••iP' FN1410LIN)yA CASE G_(P AN) •., ."cP� A;,1�(/l. SCALE 1/4".l" t1MSuiF(tf •1R.14 - ' VALID FO:'. D7 MOUNT LYSTALLAT70N ONLY k wr e 4' @g F:NEL � �s�+�CM FTE � f CER71F7ED PANES. INSTALLATION AT WAILS Wf •i SURFACE LM VARIAOONS (WITHIN 3/4" NO. 44167 - 11 : 1! = FLORIDA BUILDING CODE Non High VrIaCil HMTTicclla Your SASE E iPLAN ' CASE F (LAN ®@q2 Tom,#IC 24 64E GALVANIZED STEEL STORM PANEL 'A brow. br SCALE 1/4--.i` SCALE 1/0-1` 6' �.f"'•�Ofl101'; • £ * e. OWUL PROTECTION PRODUCTS. LiCa ,At6 AAAAANI HII 4tOD S1L bi 41AFDr /'2'd/-7.i ' 1` «�: 3w,.A1.M as +eMw aA7oa.R oM4,. n. ssT94 20-175 s ,/' .... Glm cam+-.4eaoRa ari-14F1 IMM11L (@sat@eE-aaAk na (Po+kw�97GT _ G�Om6Yt9 .Rt • .e1-.N, tdi .: R A, 11W GR11r1MS fAA, OL SE4J jOpE "LUX A b."# PL 1M H-ia IDtFEi a O to (VAUD ONLY FOR PANEL 1(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX ASD. DES"tEINAI PRESSURE (P•e.f.j MAXIMUM ANCHORS SPACING FOR CO. - AS SHOWN WI SHEETS 6 & 7 APPLT0CA8lE • �1' OF.11" tAM(BAUM PANEL TAPCON LAID SCREW PSI FEMALE dl �TE PLUS WOOD BUSHING _ST 13' 1J` tr. 23. IE it 13' 7Y is, 1r iW WITOM) a i/2' a 1 2°' 6 t/2` 6 1/r a 1/2"' (1(W7 - - a 1/4` 12 1/2' 6 1/4` (a6TT!) a• e` a- B�� 6" (TO') OR LESS 13` 13^ 13 _ : 13" t3' _l (lop)+40, -45 LEESSS 1S- _... ta' 73 --.. (BOTTOM} 13• 13` it 13• a 1/2` W 13• 13` 13" 13" 6^ iW (BOTTOM) 5 1/2- 6 Ile 6 lIr 61/27 61/2' (TCP) -: .- - 6 Ile 12 1/2' 6 Ile lam,.) ;.w-O- 70 4 1/2" 1 4` 6 1/2^ a If2" - tf4p) 14r• 4 1/1'1 4 1/2" 7" '.. 7' - 3W (BOTTOM) 10 -91/2` " 12, 12" 4` (top) t3"1 Ir rY 13•.. a I pw (BOriaM) + �1 FOR MAX. A.S:D. DESIGN LOADS & MAX. PANELLENGTHS WHEN SPACER IS USED, CORRi&PDN(XNG ONLY TO ALTERNATE 2W ON SHEET 6 SEE TABLE 1N4-0 TAK ANpwR 0 t/4'r PANT ANCHOR . MAX. A.S.D. DESSS(ViPE.: RATING MAI MMMI ANCHORS SPACBIG FOR CD. - AS SHOWN ON SHEETS a a: 7 AF4><.MAKE TO h ANT' t TEM MAxfl2UM PANEL PENGTH %. (N.) TAPCON TAG SCREW PANELMATE FEMALE ID RVNEUOITf PLUS WOWBMSHOIG 1Y 137 13' it it Iw ) t37 Ir 13" tar a Iw (B mw) 6 If2"' 6 T/Y o t/Y B 1/2" 6Y/2'iw Dbp1 - - 6.1/4' 121/2• 6 1/4' 1/2" -9' a" ^-mm OR ISSg 7 If2' a" 8' 9' -- 36 (BOTTOM) Ir i2' I3 13` .. mn t76. 7b _ _13, 13, (BOTTOM) IF 1r 13' Ir IBA W ) IS^ . it 13, IS' a 1/4" 1W (WON) 6 1/'2- s if2'. 6 t/2` - 6 1/1- B i/2' 6 t/4" 12 if2` a Tf4" (aOTi:) 3 Y0� 4 T/2' S 7 1/2' 7 1/2' ITOPj i-s'' S a t 2' r $" - 31F (BORfpFt) 73` 1a" b If2' (TOP) I3' Ir 13` 15' lb` 4W ' SEE TARX 11 FOR MAX. A.&D. DESIGN LOADS & MAX, PANG. LENGTHS WI EN SPACER �S USED, CORRESPONDING. ONLY. TO ALTERNATE 2W ON SHEET 6 4�i,i► A A,%D DELI LOAD MWM PANEL LDWIII 40 PSF OR LESS 6'-0, > 40 PSF TO 50 PSF 6'-2' > 50 PSF -TO 60 PSF W -10 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE WAALE ID OR PANEL MATE PLUS ANCHORS & W/ SthAWiA7Na 1/2- O.C. Its • �f f •L i, ..•i • A_• : PANEL LENGTH 1 1 . oAi SWEET fT) I I PANELS a REGULAR SEE Malls IB a To FOR ANCHORS TYPE a VAPINO FOR @ VIALLAOl01NS ,FPO WOOD WAK BoILD GL MINIMUM AMD404 SPRMIRS N@ MNWUM ON OISTNiT AW NWAIED ON THIS SCHFDI L FOR I ,% LESS TWO WOOATED 04 WROVtE omme ANCHOR 5PACING BY UMTPLYNp SPACING %OWN WI SC7IEDOLE 9Y THE FOliDB1IN0 FACTORS POR titlff 79PDM1oN m6E polvaL AEp%oO SPACING batAlreG us@IG FACTOR &VAL Nor E 115ff TIM ON" SPACING NAICMEO FOR EACH ANCHOR TYPE ON INS SfJmuz I/44 MINION rm 1A,OOA 1 WAK mom avmm 00 3 1 i41..M �NwWuuelNe 1Ahj a a 3 7 112 RetAAiMrat C.." ow 04 once. am naWN71E o Allow G36 _ E 1 "I _ x 1LA8 1m _ 3F - JA­- FLORIDA BURRING CODE Non High VoloaftNurF)cane 2onr : E TTF PSKNO tom, 24 CAGE tGLVANTCEOSTEEL STORM PANEL .1k: STATE - .. _.. At()p1C) A ,�, 1 ETC O ride. BRAN on tiLDBAI PROTECT" PRODUCTS, LLC. n t a R Hg111+' 4mB a1T.-31 STRffT n:.. FAX: ( PNO9Et C4/43A+M-i3F6...FA%: T R`AR, N1lIA P+NM� 2 y Aw.. , oAN7 M1-a-M1tlA.iGAIT PII-I,M ONO" Mw,m s 911[LT 14 M 16 V ERMURE RATING AND CCiRU,e,EQUI)iNG MAl_1CIWM ANC-*+' MRIdPANEI. G) IRMUBANS IM QQHMIE & ONCPE E Blc (VALID` ONLY FOR, PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX,. AS.M DFSG7N pRFSSURE RA11NG (P.e.IJ MAYWAII4 ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW F + �.ANY(eiH MNOWIM PAM ((L} MAX. AS-0. DESIGN -PRI•E (p:sr:) MMA>OMIRII ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW III APRACAg.E b.�,. 1# Tk1FyT PAAr0. tFaNGTH y-. (4) SGI.)D-56T P � �1. PW15 7AMAC`NiVILat GlF['ad TARCGH S^SET :. p TINGLE � �1 p :Y.US - MNtRl t✓•LlF -IN W 1• m m m m or no, m - m W comallml:m NR EtE W ifs, -i5 1XT LESS 1J is 13. 13 r3 FJ 1a" ra' tr,i3" 13" }3" t': S,i6. OR (� +43..-46 +65,..-d6 fa Is, i3 iJ 1!" 13"' 13 tY t3 13 l (tGFi ON eOR Lm tr 13" •r 13^..... /Y 13, 13' 13, Ir is. 13• Is. 1 (wrilum) 1. -IS 1r : 1r iS"..- 1Y 13` it 13, Tr Ir Tr It f/2 1 6XRtGM) 1Y t3 13 la` 13 ts'.... t3 13 S" tY 11 13 13 (t9P} 13 T3 13 la tJ" 1a 1ST 13 4Y Ir 13" /2 (TAD Ir 1J 13 .... la la r. _ 1a i3 IS" lY -. 1S 13• 13 2 (BOTTOM) is 1J' tr fY ,. t3 t3` Ir _ IS.fY 13 3Y it t /2 2... (BOrTOMj IS tS tY 13' iS !r t3 13 13 t1 t1 T3 3 (>i) 13 1S iD 13.. 9J i 3 t 9 }3 1 S 1 Y 1Y 1 1 I`2 i79P' ) - ' - 12 ..1f2^12 If:# 6 ifa` 6 tf4` 12 1j2 12..:1j'2 - - 8.:1/4' $ 1/4"-3 (BORON) - - 7 if2 2 1 d 114° a Tf4 2 tf2 2 If2' - - 61f4" 6 1f4' 3 (Bolt0M) 9` 1i B- 9' � 6` 9' 6• 7 I/�` . (TOP)::. - 8' 1 8 /Y.. a' e' C 6 1 /2 e' 7 1 l2 a" Y 8' S' 4: (ROAN a (BOT1r:M) a s" a n ai a (eoTlwO Ir - Ir tr IY tY Ir Ir Ir IT 13' 13' Tr S bT ) Tr tr - 13` IY tr Ar Ir ur fY t3' t3" 11 1/2 (ICAO - 13" lY- 13` ta' 1a" T3` tS' 1S Ir a.(a0T1OAlll 'Is- t3` la" iS' ... 73• 1r. 43" 43" k3r t3" 13r tt 1(2 1J " , SS t J 1S / a . 9J 3' 3'° 13 J t3 3 , 6 (TOP} 1 73 1 , 13 fY 1Y t 43 IY k3 • t t s _ _ e t/4" 6 I/4' 6 1/4" 6 lf4` - a •- - d T(4' d t/t• 8. !• - - a I/a` 6 1 4" 6 1/4' 6 i 'V - •e -- -- 6 1/4" 6 1/4- a (BDTF.MD 13:.- S° 13' 10 Tfp r3* 7Y tJ" '7` 7 tf2..:S tf2 13' ,. 4 S i (TOP . x : le-e a" 6 9r 1a• i 3!r it l 2:: 81-.2' 9 1 i' / ff 1 /2 tY 5[ / 1 . y jpY g•-6, ' Ir A Ir 1T t3' 9 1/2 1r 9 1/2 101/2 7 1/2 13' 6" I.Osamu) tr 7 t/2' IS- is' Ir t0". 11^ 10" If Ir it G 1/Y I (BOTTOM). tr S. : IS` 10 I/ .. IS' r 13' 'r 7 1/2 a 1/2 :13• 4 1/2'. ,. (TO')' 13' 6^ 1.3` Ir. 1Y B: 1/2' Ir a T/2` 9 Sf2,. a TAr IS' S i/2" 2-(Top) ".. la ] ' 13. ".. 1J tr 9 1J2 / t3 ' 9; 2 f 10-1/2 7 1 12 ;.' 3 5 } " /2 2 - _ ) ( Ir 71/r 13, Ir 137 to• Is, Ir Il' C 'I3" 6 1/Y 2.(almloM} 13" 7' 13` 13' t3` 9 }(2. t3` 8 If2 iO 1j2 7 f%2. - *3' a-t/2' Crop) i]' 7 1/rI 13' I3' Ir to, IS : 10" 11' a" Ir a I(Y :( l - - 2 t 2 1 2 I/ -. f70 4 I e 6 1ft 12 Sf2" 6 1`e - 6 114' 6 1/4` ., (BOTTOM) - - 12 1/2"k2 1J2.6 t/'s" a rf4 2 T I2 if2. _- - 6 1/4" d if4' a-(9o1TOMj 5 t/27. 7' 3 if2• W 4" 1 1/2" 3° 6 1/2' s' iSOP) 7 1/2` 3' B 6` 7' 4• 8' e 4 I/2" IA: 6 1/2' _ 3^ 4...(100) 6' - B• „, : B` -^ d'• 5 TIr - 1 112" -• 4 (BLiI'T9F() B_. B, _ _ 6' _: 6" -. d Yf2" - Y T1-r - 4 OW04 is" I 7". Ir tY 13` 9 Ilr IY 9 Tf2' 10 If2 2'1/2' 13- Y (SOT} 13^ .: 6 1/7 73" 13' tY t0` tY 10` il'- >r 13r B 1J' 7•..: 13' 1S` ta` 9 1/2' 13' a i/2' 16. tf2' 7If2` 3" 8 if2'.. 5(BOSTOM) 13" E 1/2' i3' 1 " i3` 10" : 13".. t0' r7'. - 6" i;3' d ;f2' S'(BOT(0%}j: 13, S` 13• So 1/2 93 7' T3 7^ 7 If2" 5 If2" 33 4 if2^ 6 1 13'.. a" la, Ir I d Ile IS, a 1(2" 8 #f2" iJ` 8 If2• d (fOP) , - - : 6 t/4- 6 1f4' a I/4' 6 tf4' _ _ _ { 1/4' d: 1/A' d: (8071f• - - 51/4' a 1/4'- 6 1/0 6 If4".. - - c - 6 [ 4' 6. 1/4- 6 (BBR.».. SEE s,w 11 rap 49I m TYPE at vxm Ton PwALAmm ono am nvAC ifI1Rma 4 WMA1M ANOVIOR SPAOIF}7+`. AND MIMMUR WM DISTAM ARE NWA11M INN 1H6 WWAE ROR LA I.= T#MN. WWCATFD ON Bb14EOAE REBUCC ANONOR S COIN EN ;"JLT41(Y0 SWINO 'W Mt ON SIYM.VOLE of THE I V IDeeo 1ACTOR6, FOR NIBS Op6W. M 10 6E POS¢IYE. MFOMCEO ±M" " offamm 1004 TACIOR 24ML NOT BE LESS TWO MINNOW SPACING INOma TOR FACH AR670R TYPE ON DM: SMOOL"L._ ACHOR TM 1/491> I/4•. I 1 A t/A"1, 1/4• VOWN MLI -.w low" AM0000 SPA1MiR.00 S 3 a 5 2. r/2• 2 1(A. F4tt nGil ! �Perat iA�F s 3 YfY s Its" a i/3 4 1/I.^ + ACRML f� IfWMFEE TAC10R. - r a+a alr ;m B.al . A i ^�•.•_.-.. LL - too L@@ -.- 140 140 '• SPACING ONLY VNA WHENIS USED. ; T #1 FOR tAAX. AS.D. DESIGN LOADS & M+X PANEL. VFHf7D SPACER USED.. a= !L a ASA. DEM LOAD MA1011M PANEL LENGTH -..40 PSF OR: LESS 6'-S- > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO SO PSF V-10• A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ 0A SPACER AT 12 1/2' D.C. (SEE SECTIONS & ALTETRMTNES ON 94MS 13, 14. 15 *16) � r VAX. It -will, R-2A/13 R-3A/14N R-18j13 R-28/13, R-30/14. J` IAHc 1 MIN. R-1AW/15, R-2AW/15, R-'JAW/I6, R-LBW/15. R-28W/15, R N%16. r or l+l ( 0 0 0 0 0 1 4`0-20s1" S.'S: BOLTS, (USE FOR PANEL LENGTH - 1 i { a I MAX 11 ; 6 1.:,,' I I OVER 7'-5'") I j f J ' .I ��,. : PANEL. LENGTH i RcUUvt StnRM PAN1] REGULARsr3RM PANEL i e' a' a , ab Pa r, : I 1 ', I ; i. (/ OMILAP PANEL LENGTH t) _j W r LIFT SAFETY SMIRM PANEL r 71-6M. iBD.R -34A p.@:f. (WIN OVERLAP MID PANF3. IFHGiFISIXt) A' � ! t. ,_�,• i 1 t ... LOSE 2' -W INN. PANM LENGTH y, j ,y, _ i _ _ _ _ _ �. I 1 , _. _ _ _.4. _ ~ AT ALL MOUNTINGS �1 i ( I i II T A EA, O I l f f - s, t p I1 1 t , i 1 , � j t i t : I I 1 t 4 I a 1 .._TOM O LIFE sAFii1N'""i.._-k PANEL BOTTOM COFtMERS ..�. : L-OVERW•, O4ERi;Ap Of WING NUT AT "m NUT :AT � r MAX LEFT PANEL RIGHT PANEL 3 MARS F NSFlSLATIONS ONLY tPAI#1 FYfR WIND . i` FAIN, R-1A/i3. R-203, R-SA/14. R-1B/13. R-20/13, 11-38/14, t' LNI.i SPEED MP tO t7U mp:h. R-1AW%15, R-2AW/15. R-3AW/i6. R-•18W115. R-20W/15, R-30YF/16, (SEE SECTIONS 4 ALTURNAMViS ON SHEETS 13. 14, 1a LIFE SAFETY STORM PANE,�,,,�{ E}EYATIQN (t) " r SCALE 1/4-=1' ,.� REGULARff f' ` y , WORM PAWL (W 04" -1 MNe.E NN•IE'/Jp STORM PANELJAw SA. 'PANEL UFE ` = s FLORiOA' BUILDING O(DOE. Non High Velocity NUrTFCcne Ions g vim•'• lcma ac 24 GAGE CAIVANIIED STEEL STORM PANEL '8 9F/INTO, s PROTECTIN PRODUCTS, liC. 1O/v mm - T[tL E C Q INC. GAT@ Q �"� ff��E� 06W 1600 SM, St ePRL7 4ThltIC�#Il H A —A r,L+, 7 w,z zxA, ar Pk #A' NAlt A:+1oo,A rw4RNE, FL S13#+ SOAT.E if4"=1'.. Law, tAMOwt,Y a.-+.AN1 pHIDMC IaNMM-79Hq FAe (+aAkle-CHIT .20-175 Pm SFAL/90AIBARJWIE eLLTLiN A 141JT SN.1P.E.. +n.nr !N[AT12 M 1e I' s•,AFTEiY R 8l WALL 3rxMOYMT(NO5 E J/a-1` N� 1, INSTALU+TION ARE ONLY VALID FOR A.S;O. DESIGN PRESSURE RATINGS (P•If AND PANEL LENGTHSAS PER ELEVATION ON IL 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD .5 OR EOIiAL.ERN �NE No Z,. W/ SPECIFICDNSAt1' O7 0 FSNG7H1 SpY:K9/1 ET 12) IED f6C. 'SS. NtR N$ @ata I TAPCON 2`A4" R 0 9"'ox, PLATE REOUB _.14 la. t.. ICI I I :. IA I Vi 41=ei:L, ;)ar;T77l' JIML fi i"i7fli LFC A �:- (VAUD ONLY FOR PANEL©1 INSTALLATIONS AS PER SECTIONS I THRU S, ON SHEETS 4 & 5) MAX:. A4.0, MIGN-10 PRURE M71NG (OXI') MAXNAUN ANCHORS SPACING FOR INN E.O. PER SCHIODUL£ BEILMIE55FEW" MAXItAUN PANM LENGTH 1 (6:) OEMP - PRESSURE - RATING (P,b.F;) MAXIMUM ANCHORS SPACING FOR. 00 EAPER `SCHEDULE Sam �L1OAal.E B,_ NAIRMW PANEL LFH4nt TAPOON SOLO -SET P P S 2ASMC-M" GUt�IN f TAPCON SOLID -SET FEMALE ID PLUS ZAMAC-NNUN CAUK-IN - imom.omio .cmicmm 6aFCa6W x Ta.- tN' 7NEu to t0 - . TO 7q fA'ry6iBMT1ON GF TH[M1J' >+a5 -to +76, -78 it' 1ST 13• 13• 1J` Ir IY tY 12' 4r t0• 1 CTOP ,- YI/v on +7& -76 To +110.--ti46 13, P13` to 1/2 }3• 8 i/2" 1r 6 t/r'5 I/2r 13r 4 t/Yt,t OR 131 3 "1 ! ". . 3"' 913` IS• Ir it 13r Ir 13' i0` I (Bor") 1ST ... a If2• 13Y 9Y ._t9r 9"' 9J' : 9"7 r101/2- If2` #Jr : 6' 1 (BOttOM) it' 13` IS' lY- 13r it re 13' 12• Ir 1ar 669 Ir S" tr o t/2• 13" 6 f1r IY 6 i/2` 8 i/r 13" 4 1/B•2(TOP) 11' 13' }3'171 1ST tar 13' YIJ 12' _kr Ao' 2 ( ) is, r }J` 13• 13`S }/`#' 7 R Is. 8 Ti 2 {a00OM)i3 it 13 13 13 t3 43 kY r3 12' 13' Fo ITGP 13 7 t3 I3 13 If2' 13 /7 / IS W 6 if4. 3 (80rmko - - 2 1/2 2 1/2. a t/4` a Tf4` 12 t/2 B tf4" - 6 1/4- 6 1/4` 3 (BOTTOM) 9 e a 6 S 8 1/2 7: 5 a 4 If2' I-P) ( 7' a fY` b 1/2 7 J I/2" n : 4 9 t 1 6 i12 2 if2 + (70P) a` - 8• e" a' - _!' -. C - e If2` - s` - r - a 1/2'. - 7' - 4 (BDT10M}' 13" : It" 1r 13, 13, Ir Ir tr tY I2• IY to' �(B.O,�,T,TyOM} CLOP) Ir 6 1/2` Ir -kY 13' rr :. Ir 9` to` 7 1/27 IF- a' 6 (4iP) I!' M` la" 13' 1S" 13`_. 73' t3` ;J' -t2" T3" 10` 5 (BOTTOM) Y3' T IS' 13` 13` 9 9/2'. 13' 9 tj2` 10 T(2" 7 1/2' IY or S (BOTIoII) T3' ti' 73" 13` 13'., 13` }3: it 12' 13' IO' 6 (FOP} 1 3 S' ! O t3" f2' rY 6 2 / 7 1 f2 3 /2 is, 12 (TCiP) : - - 111r _i3' 6 1/4' 6 1/4' 81/4"' - - - 6 If1" 8 1/a• a (acn ^') - - a if4' 6, t/4' 8 9/4' 6 1 4' 6 114' 6 t/4" - - a ifa" 6 tf4` a (AIL+•) 13` 7.lAr 13" 13, 13, to' fY IF w 6` 13, 6 1/2' 1 cmp) >b-6" t0 •'-0' Ir S' t3• 10 if2. IF 61 " Ir A 1/. 7 1 51/2` 13` 4 1f2' 1 iR ) >b-6" TO 13' 7 1/2' 1Y iS'. 13" SO t 2 13' 10 If2 1 If2" 4' it r 1 (Bo1TON) iS" 6 If2` t3" IJ' I3` @' 15' A" 10' 7 1 IS a` I (eTrmy) 13" 7 t/2• 1Y ta` 11' IO-- 43`-- to' If H` 13' a If2`. 2 (FOP) i3` 8' tY 19 //2 IS' II t/2' 11` 6 1/2' 7 If2' 3. 1/2` 1S 4 tf2' 2 (TM IS- 7 1/2`. 1r tr la` 10 t Ir IQ }/2 11 i a- Ir Y 2.(Bo1TOM) Ir T a- 93' -13' 9 1/2r, Ir 9 Ile 10 1/2" 7. 1/2" ta`: _ 6 Ile 2 (601TCM) .. ' 1J ..... 7 1 +,, 7S 13 ". 13 , 79 t/2 ... 8J lb If2 Yf tf2 0' a Ir 7 3(TOP) 1 3 7 , I r 13 ".. i3 9 f%2 , 13 9 1 2- / to 2 / 7 1 /2` 11 6 ' 3 (�P) a i/4' 8 1/+' 2 If2" 6 1f4' - - 6 t/4' 6 1/4' (a0TTD1A). - - 21/2' 2 1/ 6 1/4' 6 lf6' 2 If2". 6 1(4' - - 6 1/4- a 11v 3 (wrrom) 7 1 2" 3 Y/2 9' $ 7' if2' 4'' B' >+ tf2' 3Y a If2' 7` Y 4 (1bP) 7' r 9• d 1/2• i7' S I/r B` 4' +} tf2`.:' Y 8 i/2' 2 712 4 B- _ B• _ a. _ e. _: 6' _ e^ _ # i13TTOMI r - S .t f2` e _ 8• n• _ 8 t f3` - T. - 4 (BOTTOM) IS' Ir 7S` 80 t/2` 13' 14 If2 1 Yt /2, e' 4a' 7' 6,(TOP). t3' 8 1 . 13" IJ' I!` 9' 13" e' it7" 71 /2 I' 3.m. 6' IPP. is ) 13' Ir la• to 12 Ir 10 If2 1 i/2'.:.a" I3" 7" a (aol7atJ Ir ,P 13, '13" is' 9 1/2^; 13" 9 t/2',01/2" 7 Ile Is' Is'/ 6" a (BoTtOMI Ir 7 I f2` 13' 9r f3" to t12 it 10 r/2 11 i/ a' }Y 7• 6 {mP} IS, 5• T3" it 6 f/2' 1r 6 If2. 7 t/2', a 1/Y tr (TT(P) - O. 0 1L4 8 1fa• 6:.I 4' 6 1/4- 1: - .. - - -- B t 4' e T d e CemT«)' SEE SW I l FOR AID rift & VAWAO FOR 06TN, AWW Wto NOOO Mae M DOW w m ANC." VACMIN AND MBNMUP mm melmOEAn WOR'A= ON Da M 14010LE f" 01 LEIS I" IIOICAtm ON 501E3H%t RLWM ANG10R SPACING BY "Ift 9NG SIAOt10 SHOWN ON SLMbOLE 9Y IM FOLL0e1110 TAO7ORS TOR TIIB OPTMTIOM 70 K Posmz. KOXICFD SIMCWG 0870010 Umlo FACTOR SMAl4 Nor BE LASS I" 110" M 9PAM 0111000 FOR DHOTI ARM" TYPE OR T14S SCHOKILE now TotW 1/+. 1/4-4 1/4-0 1f41t_ 1/4S w fAF071F ,t/4y SIXn-SAT 2AA00MIAtW GIN-Y1 MMrrDM A40M SPACING (AL) 3 3 3 3 2 1/Y 6Na a 3 1/2- 3• --aT a I' 3 as1Eouur 3 sip' s 1/Y al - a Yp• s ACRNL 9—m aRIpdIC€ F.D. l FACTOR LSO now .ram ._ ++ SPALMN(S ONLY VALID WHEN SPACER IS USED. SEE T i F1M MAX, A,S.D. DESIGN LOAD k: = PANEL WF#74 SPAZ 1S USED.. umr .A A.S.D. DESIGN LOP VAXIMW PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF �6 -e > 5D PSF TO 60 PSF 5'-IW A MAX, PANEL LENGTHS ARE ON Y VNJD FOR INSTALLATIONS W/ SOLID SET ANCHORS.& Wj SPACER AT 12 1/2- O,C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL I INTO POURED CONCRETE_ OR CONCRETE BLOCK STRUCTURES __ EG-7 POURED t/4'f TAPTX)N� -., __'ISiNNG POUF® O.C. i` �ONLREiE qI ANCHOR 0 9' O,C. + # C,OIICAIETE. ON_ aiFa. _1 F@L T L16 N ;1* � TE REOUIF HYPE f/41 OPNIRI TYPE SPACING FOR W6YAt1AY10RS wm W")K Now .Imm" w 3 @`O6Q FIMME BUILDINGS, MlANAUM ANCIGR 6RW1F= ;WD MINBAMM:: +}„µN.,�q ON,u.1, M1J ea9ANRKP.1 `O n mw bpi w 3 1 @GE Lkt F.'E ARE WM 1M ON DIM RIICATFD ONSCHapILE REDUCE ,ACTION SPAC9Ce ONNSCHOP LSR EU /6 ANCHOR Im" BLS DMmm oab 1101R BY MIA.nPLYWs 6PACRN3 MXrw MN SCH MILE BY TINE FOLLOWING FAGIORS FOR THIS OPENA"ON TO aL Po"" RE0UCE6 SPAIpNB BOTANIC MT}S11UtO FACTOR St@Nl. /NYf 8E tf% i 1 ''-•..-..,• .«•..-. ^. a3> _ y oAo 000" SPACING 0WATID FOR FAN ANCHOR III ON NITS sm4nML% - S1 - 4AIC .ENGO! EFT 12) . � al 1. INSTAUATION ARE. ONLY VALID FOR MAX. A.S.Q. DESIGN PRESSURE RATINGS (p•e.F) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY -Of 0,55. OR EOUAL. 4L sB6. PLATE REo7U INN. YATION ET 121 ' STATEOF tl GAGE GALIIANTIED STEEL STORY PANEL I- n7AW IN, s 0,� ftDR T(. E PROTECTION PRODUCTS, U.C. IDM NFAA� S/ NAL � /+�-v" <7 31. .. OaIN ft 333314 /HMININWINN PL / P-Nt Osl m-9n� OA-@90671@ 1ML1ER A Ta1HI A. oz- wae2 SPS:)ew-tb.k rs%: SmywB-aT@t 20-t75 BRNT"IG Noe.. IR M Ala.,w r. N4 r : s..w ,a,... .. -,.r N N C— CA m N +., U N O N O ca. p -� 0 C .� CU U 'p Cn O U p O = s_ O — N m 1— O 0 `6I- - p CTS > •� Cn V � Z W — -•� � O Q �^V ii r . E— r^ V J 0- a z z W J C1d1 > c 'G u.N id3 C TJ., d' N 'C� Q N C 4 t'V � co CIS d / 3 +S+ cc Cu �lNY A � O O (g U >v C7 14,.. (n ``/ O C/) CL �C U ALAS Cu _O U � ._ Lu C Q z Z Q SHEET NO. SH 1.4� czl/m EZIW/18 ANCHORS W SECTION EZI & ALTERPATNT EZIW ON SPAV I 11, mw Nn 2) A NOME 2) ALUMINVII, OF9H RwFt LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS PROMED W/ REAR HANDLE TO fACWATE INSTALOTION IF INTENDED 70 or INVALLED FROM INSIIX or Sht=IjRL L i NQ= (I), RUN_QE_2LWES_2ZQ- E-Z HMO STOW PANEL SYSTELI a PANEL)f bwi]16RIPANE�) STING OF PANEL + Cwt- TRCKS TOP & IiOTTOM. INTERIOR PAN I (WTERIOR PANEL) (END PANEL) SEE NOTES SEE NOTES 2, 4 (4, ENO PANELS W WAL1111SREfORNECTED TO BOITOM TRACK VAX, MOMW A PROVIDED Ar TOP OF SVC14 PANEL LeNimf PANELS, 4"a -5). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION I t f I W/ 7/3'0.3/32" WING L SKALL CONSIST Of I/lInk- 40- 1 MR ORL 6/4;0.N3/04 M =&M to INTO 1APPED 90TIOM S.& SOLIS 0 CA OVERUIP rASTEhUS MAY BE AT WHER OF TWO S&E AS EXTERIOR FIAT FLWM OF END PANEL- (4). IN ME THAT END PANELS ARE NOT CONNSCTW 10 SOTTOW TRACK (14. A S - ONLY USED AT TOP) AT LEAST TWO TOP BAR It PANELS BE TO TRACK USING SPECS JIT $KALL CONNECTED BOTTOM I I I I I I tit; INDICATED ON 140TE (3) ASOYE. IN SUCH CASEI CONNECTION OF PANELS TO SDTTON TRACK MAY OCCUR AT ANY PANEL LOCATION. L r a- I-- W. 1. W1, t INSTAUATIO14S ONLY VAUD fOR WIND MCHM SPEED UP TO 170 ni.P.4, —(SEE SMION EV At AL'IERNAINE EZIW 04 SMW AS)­—­­ EZ11W/1181's EZ I121CAL ELEY-AIMN FOR SKBIE"099 E-Z HANQ 5190M PANELCIDSMEM M SCALE., 3/:Se4.1* 2.681-iUk &A -, 2� ==� Wx-cAP, SECTIO A -A SCALE 3/12--l-A. T14t Pv, eo "IDA BUILDING CODE (Won !ELh Velocity Hu cam zofto)l 44157 24 BASE QALVAM=,STEEL STORM PANEL W, 11LISCO.' N PRODUMS, U.C_ Am - INC. GLOW PROTECTIO STAR 0 51*1 at SIAM a%*. FL Mi 018.340-1114s. a- 20-175 Pat ot"M VL , I -M10 ENGINEERING PRODUCT EVALUAT193N ft-MPMRT r=Na= AZMI-R2 14- 1' 20-31543 Product Manufacturer. All Arnwican Stiulters and Glass MaraillactufterAddressir 150 Donna Road Vilest Palm Beach, FL 33409 Product Nona 9, Deseptiont 2 Lle'l 14 : ;1. 4,ad= =$P a n a 19 Mh Scope of Evaluagon: TNa PtodubtEvolvallon R"itle, being issued In soistionive, with Me Department o(Stodumas -and #%MR BuildlIg Commission) Rule Chapter 61 G20-340A, F.ALC., for ittsfewidis acceptance per Vethod J�di. The pmdad Wed above has been tested and/or evaluoted in summadvid hateln to show compgance with Me Fiadds Building Code Seventh Edftkm (20M and Is, for the purpose Intended, at Isest equivalent to that required by Atts, Code. 116-waluation of Uft product shah be required! following pertinent Florlche Suhding Coo moififications of revisions. .Substantiating Owe: . PROMOT EVALUAVON DOCUMENM FX drAwing, #2041543 t1dod249a Galivanized Steel Storm Panels "flz I N shesta 1,5, ptepated by Englinearing Express, signed & sealed by friank Hennamo, PI15I fa=pantof this Evaluation Repatt . U§_r$=RTS UnNorm shith; simcluml porknownce has been tested in accotdamics wiffit TAS 202 1W slandands, per tost report(s) 1111IST-ASIG-11-00i by EllacKwater Testing, Inc. kiecling porkinnartoo has been WSW In accordance, With TAS It T test roport(s) *0T-A$(_1 7-001 by Blackwater Testing, Inc. Structural! englasaft calculations have been proposed which evaluate, the product based on comparative andtor tational an" to quality the foltowing design edislia: 21 MkilmumAllwabloSitens 3. 4. AmilsIrSpacing 16ASW 2211' A=But4FD10fi 34-1.0 BEACH,, FL­QR;oA 3,3441 1(066) 396-99,914 coj4 ENGINEERING pov 2 Of2 All American $hutlers and Glass — 24ga Galvairuzed Sted Stonn Panels No 33% littorease In allowable stiniss has been used In line design ofthis Product. Sepotaffon fimm glazing Is riot required for histalliallons.outside of Wind zone 4 and itswthil Wiffies. Impact Resistance: Large ImpacIL Resistance has, been domonstrobidpo evidenced in provilously, listed testroport(s), and Is accounted for in the-enghm" design oftfits, product. VWnd Load Resistance This Mduct has been designed to resist w1rict loads; as Indicated In the open schodulatoi on ft tospective Pmduqt EValuallon Document 0a. engirtooring citay0n), installation This pmduct aball be Installed In stilet compliance With its respective Product Evaluation Document 11.0, onginewbig drowingi), along with all componards, noted th"n. Product components shall be at The maitenal spectilled In that phuducf-% (eapective Product Evaluation Document 0,4. angineaft drowing). Limitations & CondIthans of Use. Usit of this pmduct shag be In Strict accordance with the respective Product Evalwallon, Docinnant (Le. orgineoring drowhV) as noted tweln, All suppoftg host structures "I be doeigned10 resist all supetimposed loads. andshitil be ot a miqlarial listed 111this product)o respective artichor schedule, : Hoststrooluve, conditions which are not acminte. 4!br in this products respective anchor schedule sWbiodesligned fbron a ofit"pecific basio by a regislerid Professional engineer. AM components which ate parrinatiently, InstallIed shag be protected against corrosion. contamination. aind oVier such damage at all Vmost� TNs paiduct has been darlignail lor use within aral outside the High Velocity Hurricano Zone (HVH4, Respectfully. FIRA11t ammao, PE IENGIMEEIRINa EXPRESO NPEOM,,5491 Cert. Auth. 9985 1 r ROOVA,13442 ,;D SW 12- Av"ut SUITE 106, 1D06RFIE1,D (954) 354-0660 1 (866) 306-9999 TEAM 0 Russ, CON A. wmq d. U L tgP N t V, 7 L t -ju It Ln 'A 13W _11� II NX0 41Z 1AI1 M.HIA-tton I almun Ln C� L Alnla IP,ft Iwo A LT 2 "Ila rig Ar-17f N 1W _7 INUALLABON Q9MLS FOR 9ERIES ZQQO E-Z, MANG 9MM PANEU]"), INTO EQUEED ONCRETE, SONME %QCK AND WQQQ _STR CIURES 0ONCREM REQUIRED. --0414*1' HEX WW 7eK 14. -4r- ------ SCREW *,V*' FROM - RINDUIRED SCREW EDSE OF rm gig, 1104 Ir I' Min, I TO 61AS& POP To CLASS. tj to'r V-:e SX MAIL PANEL III, -- ----I Lokm PAaSL LERVIN aw TNUqSORM WX 0 70 CLAW OF V E� 7 0 TAP000 ANOM 1/4-0 TOPOW I a'.A' WOW ANCHDR! _1RED REOUIRED. WALL-MMAM u ft RIM SCAffLET3/aff_1 SCALE 3/B-l* T) FL�Iomm RUJILDING CODE Lon Vallitou &I WW no Zone)[ ft NOTES., MOIL, PANEL LENGTH 4 24 COME CALVANIZED STEEL STOIW PANEL I . INSTALLATION ARE ONLY VAUD, FOR M01 &SD� DESIGN SHAIL SE 2 _V DUN 31, PRESSURE RATING +/- 4010 li.94. AND e-t* MAk % STMO JILIE C 0 GLOUL PmEct" PRMCM. Mr. 12. PANEL LENGTH. I *%1"W51,iff FOR NEW WOOD FRAME CONSTRLICTION: WOOD a R Th= 20-175 MEMBERS TO BE SOUTHERN PIKE No 2, W1 SPECIFIC *9ft rAw 0-MY00--tirrr DENSITY OF 0,55 OR EQUAL *..I � CAM" .1 I or Ia ALL, AM ERICAN - SHVITUERS" AIN, 1) GLA S-S �49a i�ALVMIZED 5rEEL -ropm -PAN ELS. 41*HZ z& NON-HVHZ) VERTICAL MCItVJ�T ELEVATION I'T7N fAQTCHaQ PANELS) ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 CAUGIF PANELS MINIMU10,5104M PAWf ottAFATON, fROM GIA.% (14VIN414001I ZONE 4 & W0111AL IIAOUTIES) 'INSTAILIATIONSrAEATER 1ALLOWABUF PR- (NMALLAMNSLE55 2110h 144 in _A4�v.-V 649 in so -2* 6,09. Z33 Ift *65 SSA fA all IM 4L 36A M 4.12 In M-7-T-4717-71 MAXIMUM, ALLOWABLE I C1, f4rof dA;� 7 I .SS.E. GENERAL NOTE-51 -H ry +U gip—mc S Z5 Q�;�, 0F7Fc5FLAfJ. �E - Ap, FER mrspAg b t1a AffDATE THIS CE9TF1r_*Wq PER A r4of U pi,!�) IASI!L 'I, 13 F99 LItUROER VISIT SIDAUL115131 11 q­_1t�_1%rM0,7 aMINIMUM ALLOWABLE SFM SCHEDULE mammon&= =MM� . . . . . . . . . . . ............ MMN"=- . . . . . . . . "URFM . . . . . . . . am""" ==maim . . . *01111""0111 . . . Em" .--* i I ®R L-W.W1 9 W - L; 11, 1 � � ; M ME - ; MR;, �;; F, 00 #11 ��, i � I �. ACCMA" OTHERWISE USLENtaff HIGHER LOAD, -Fl A, LINEAR"POLATIONBETWUNI41,AOSIS 1 0 00 F_ ,GLASS SEPARATION NOTES: 11 iNTJ%SMN SCHEDULE WITH POSMVS DESMN LOAD Ira OETLAMPHE KPOLOTTION SE13MISEN LOADS ISACCEPTAINLIE, OTHIAWISELSE NEXT LOAD -am 3, iORINSTAUATtONSOUMMOPTKHVHZANOOMSMOPeS�At, MINIMUM ALLOWABLE SEPARATION ROM TifectIgNINGTO BE AROTIECTED. 2. SCHEDULF-ISREQU:RfDMRAMWr(4POWMIPAPSONkY, INTE fACILITIESIN ASM WIND 20MES I THROUGH 1 THEMASSIS"ARASION SCHEDULE ISHaT RWIAED AND NO MN114UM SEPARATION FAW THE Pagnactiso Opaitais IS �"gb. MRIOR FASTENING DErAIL 2—T1011AL EGRESS PMEL QETAIL \ZAI 111110 FASTEMG -2.2� it V] U� K It M4* -'a LR mv '5 'N. T 014 'ov c3h�_ �_ .,qltm - "MIN; 8WL0-Vn-iP H� @Aq9- 7 §mi­ On, g �,j wit, 4 n , AS- 3ri T_ t__cj4!' JSII �v. -now, d �2 Z15 ` '"p, R, x Kv%,�,g -rTT U, IIF SO-4 A­n�$'Atj *141� �g MAX. I.. MAk VIDMMCW=�7 W,41L 2§g MARL 110'LlIM1111:11 otial A151 -ye"1_2V MA)4 'T MIN. V;,,, Z. A - j 1 1 2 ��j _j ANCHOR,S ING' SCMDULE: pxll 44 C�- r2 C4 CLI - M Q C4, -cable C2, �Cta ,V� IR11141 RIT. 164' 'I�� 0A 0A 144'zf" 1,11 1, 5�* X1, It'01 is,111, 121011 A 4 �I]i jW T tfllrt� #01: A P :fo 12T,, Lso', 4�50�� 4" 140'. 11,111,!LZ 1,1"" "'tal III T1 X� 1,2.r IPIE' me" _1ZA11 fm,� law 2a.-s- low, ip4i %vl: 10A." 4, iii, m i - IZV ACOI It's!- 0-A, 1A.V111-101 i112IF I6.VIUTI !2V TtF�, I'NPII JEMIE, DIRTANCe IN I'Mr, �11 WWII 41 �Z, -71 C�fo aa�yl yg� yv, 41 4 1�1 ­aA54 1 101 11 5kTI 9. T Ia' #1 41, 1 .4 lz�tr U01 �11 ?"0 'SaV' 911,7" 4�1" 1,01 1 IT 4.L - le-251 7 1411, 4A YI 4, 1 40 511'1 1t;.1 4,1� Cu +1 4A 71 U" sj- �W,1_171v. lo.tv ty -,jkL W15, IMW WI.114 14. �; �IIV 7,8" &.9. lk'S" 16.0, -f.rr so, 12,!71 li.V,X�Ull 14.541 T.TII AXI- 14A�I is-131 7`111, 5� wom 13 12'r, AV 0,25- jj�n 4,'4' "- 1.7V t&3- 4.0- ;4- +s, Lg� sIt­ -;IT 4"" 9,Z, 3.V, 2. ritoinnar. toIwl R"N T"I CL a 13 tl I=; Z4 4� "1 0 L47 157 —3 iir, rh, 111, B.11" "1 1% Y I n kowscow 4L 32 49 R.S, ULS" ACV, Iso" luld, "I". 125 U-70 IS,10" . SzF, 16,11" %6 111511 it-! 5,10 o4p: 12,s� 12it, il-VI 16 * I 1,zv 1­ %,e Sx" s-V �,f& lor-Im 9X 2wim lZiF 11r,111 . 'L; 711M "12.7 18119. all fffAm TZ 9.19' 113" L5,57I 41� O'� li 14"P 41!' 4,01' ANCHOR +]NOTES: 1.11111 if, 191 Cn > 2 C:L c� o 2 CU 0 -0 a) a- Cn - (D 0 L_ a) M C: 0 0 4-- 0 co > Ln Cn -0 a) Cn E " CIO "0 CL .0 C (b z z W mi t14 00 C14 I-- L> C3 0 5 Z :P LLJ CL C= C, C_ C= CU C.) Cv7 CC, cc -0 C'4 CL, C= M - 03 E C, Cj cc z C1. Cn (D 0 L_ C/) CL CL Call — CIO`) LU z SHEET NO. SH 1.5