Loading...
HomeMy WebLinkAbout6335 Beverly Hills DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv, Above FLR or Fir. Floor RA or R/A or R.A Return Air AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GA or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. 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 Coif. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel. Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas, Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parailam 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. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION � 08/26/15 3.00 2015 NEW CODE UPDATE 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE 1 UR #U L I S IVI' 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET( No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 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 S N 1 DETAILS S3 DETAILS S4 ----`-`-_-- ---______ DETAILS S5 DETAILS S6 DETAILS -- -- --- SS RETROFIT 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 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 - 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. �. ;> U!� Lo c 0 s?- ,n 0 o U' a_ o VVN ,O VVN =SASE eeee !'1� 4j O� tF %OFESS\�s'�o����� :Fri -41 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. th Lo W d E AN Aniko og �r N 6 z J LJi. UJ AV y � co En W V) U) r- I'La - a Nr1 6M'q f a x a.LLLL au3 � 0 Z t r- a LU 7%N (D l W ILa m N o � a N mZ �tnO OU z W ❑OL V M z o g co z N z o � J - d- � r M Ln z Q) -o awl n U O W o N � c� w E I oo co ¢ N o, �® e m c3 co �W z < o z Q E E ° _o Zo t- O R O ¢a OO om aZ N It o tt� ai LZ W O Y O mO O LL Z aw �z —� ¢" g0 Q vo oa LL a Tr OCe Qo z <¢ =r 7 y0 C O sCD LSD C m a> c7 i— CN Cr r Y T //^ v / ib 4.4 � Q CN LO NN 0) r N Q N T M w � M CN d Z z E r E a � a a JOB NO: 22-02362 SCALE : AS NOTED SHEET NO. C S (V KITCHEN OWNER BATHROOM c a KITCHEN 181 .. i■:::■'ii i i u1■ n■1' .:0 u�,., BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = 1'-0" VENEER KEY PLAN. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION ON PLANS GUIDELINES TO BE FOLLOWED U.N.O. VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE VARIES ---- CURTAIN HEAD ROD RODS �q SINGLE w H// 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR IN a TUB OR SHWR. ¢ a ROD TOWEL BAR - _ ON BATHROOM WALL t- o C� SHWR.MEDICINE CABINET 20 L VALVES = o TOILET o °° SOAP PAPER ° DISH V80 v 00 HOLDER o pZ _ O - F' aNi Z, N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY cc E OPT. REF. KITCHEN POWDER BATH 15' 10'-0" 7 4' 1.1'4' - --- --------- ri LANAI 1 G T 8'-8" FLAT CLG. A.F.F. I -J AC PAD 10'-0" 13'I0" Z-01 I 1 I I D HB I O I 35 SH 1 6068 1 DINING 8'-8" FLAT CLG. CARPET 8° FLAT LA cK t_ TILE-t- Z-7" 2'-8" - �i---------- � 2x6 WALL- F-- I ■. 2Q68_. I D.W IM FAMILY 1 { - 8'-8" FLAT CLG. ( SINK J = CARPET le N S6 ( 17r�- FNII -� Y-8" FLAT CL . TYP. @ 2 STORY o TILE N Ico (V .ice I % -v L9 OI I x UD / US H7gl6 UN ER FG11T' RUSS O� 'I - 3'-11" 2,10.1 42" HIGH 1/2 o WALL W/ 1x CAP 0 rLO 4'-1" 3'-1" 4'-8" I 34' 3'-2" o 30 7.TP PW FLAT CLG. (3) 2x4 #2 SPF I I I I I I I I I I I 1 TILE STUDS W/ USP OPEN U I I I I I I I 0" 0" 126¢8 �F. I y I I D `r HTT16 @ BASE - TO AB I I I I I I I I I I S3 r - 1 11 21 31 41 51 61171 01111121131141151 2868 I 2868 FOY R S.W. Q 8'-8" FLAT LG. I C H2 S4 C W.H. S3 S3 1 ' 4'-1" 1'-11 T 2'-8" `t 6-2" T-10" 64" OBUILDER TO PROVIDE 3068 NOTE: FINISHED WALLS APPLIANCE PROTECTION TO BE FLUSH. FIELD WHEN REQUIRED PER FBC VERIFY. z J W 54"22 p z cq I - ATTIC -- j ACCESS -_ Q ,ENT Y 8'-8" FLA7 CLG. � - U --------- W �? W o > w AF = fV G.T. 2'-4" - ---- -- ------------- �' GARAGE �- 8'-8" FLAT CLG. A.F.F. I I = I I r - I K I - I S4 1 j TYP. @ 1 GARAGE 1 I ---- - s1 ------16070---OVERHEAD ---- DOOR------------ ------------------ ! - - O 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY � OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS fl COUNTER TOP 30" H BASE �O 4 0 CABINETS o 00 60 LL F� F n a O O 1'-2„ 4 EO M 2. FRAMINGb b 1/2" GYP (V N N BOARD FIN. FLR. FIN. FLR. x 1. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ 4'-8" 1'-10" 16'-0" 1'-10" 5'4" 19'-8" 7 1'-4"Xi'-4" "L" SHAPE CMU COLUMN 00 J S6 TYP. @ 2 STORY II 11 II ALT II ( AC PAD Il 11 L=====J -PLUMBING LINE TO SECOND FLOOR O W A M r - EDGE OF SLAB Z" BEYOND WALL LU Wc G O LU`r�U� >�m A o S3 r TYP. @ SINGLE STORY HB O WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 18 JX 371 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20 X 72 18 � X 71 J S.H. 11­12 27114X26 26X254 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 } X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37JX26 3617X251/2 S.H. 23 37 J X 38 i 36 1 X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 3q X 63 361 X 62 1/2 S.H. 26 37JX72 361X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 i 52 - X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54X63 52JX62J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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) -1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 HS (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 FIRST FLOOR PLAN - B. 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 th.-.Aalls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C ( J­ Er.- __. r� 'U. • , IN _YL W 03 0) Q- 0 w _ Cti O '® S n C: �- ¢ W >> EL - rd� WN J • v�/N r(C)cV 1 =`t �o' N, �v•� 5� • � t O F E S ptt`�a4�1�.. lll1111i,�i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W v.E S� Q O 8 'A O C Q 00 M N# LL W ]� 0 rnr-tiW IL- 9) m � - Y ter' U- a��: m o Z oo z@� O .s O W o' 'N m O J 3m W M d a a Z° 0 a Z LO N MZ W Ln O p U UIL rVn Z U M z N M 00 Z CO z o � J - Fn N in z cc a v � o 4-, - •v o .� o LU N w r- rn LL, mi t U 11 = N 9co sm O o IM za > EE 8 o° Z© Da 0.I-- � -oc_mNj._ QE Z N O amo wOUrwmzz L- � o, zC JC4m1 az�OOOtt oZo�wn cl < WW �, o J W Uj U r } o CD to s� a o� Z ¢ U c � o O _ L6 prn m (D N_ Q` Cr Y �- L v,' ) m mil/ .� N -0 o � N Lo 1� Q N T hi M N o z M Z E r m E C @ d •- v U Q p c JOB NO. 22-02362 SCALE : AS NOTED SHEET NO. 1.1 11 C14 V) M C> 19 Cr Lr) C:) E 0 co LP 0 Q .4 V-4 C1`1 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD ----\ DECKING --.,L- FLOOR SYSTEM----\ MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENI LANDING FOf STRINGERS - CONNECTTC CONT. HANDRAIL STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" RETURN TO 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. WALL DETAIL STRINGER TO BEAM/ FLOOR SYSTEM TYP. SCALE: NTS B 13,� 9 110�1 42" KNEE WALL WITH 1x8 CAP & CASING STORAGE 81, B UNDER 36" H. CONT. 60 STAIRS GRASPABLE 1xTREAD RAILING (TYP.) lx RISERS 1x8 CAP & (TYP.) CASING 00 3 2x FRAMED - 2xFRAMED C14 2 (3) 2x12 WALL WALL STRINGERS VS 2x4 #2 SYP. P.T. THRUST BLOCK-/ W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = V-10" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shelf 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 dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways, The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handralls 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 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. I � SEE PLAN FOR LANDING DEPTH 19 PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 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 F- N 9 &4 25 SH N/ 25 SH -V EGRESS M W1 164' co OWNER A SUITE 8'0" FLAT CLG. CARPET G.T. Nr�wl amm Sim. W/ (1) MSTAM36 C? FLAT STRAP 2661, C� CHASE BEDROOM 3 8'-0" FLAT CLG. CARPET u- ca U) IT 00 0a CD A 9 T-3" 'Of U) U) W G.T. ce) !�Lw- 10'-4" 1, 24" 7 1 Z-Y) 2668 12' 60" X 36" T SHOWER 0 FIBERGLASS SURROUND 6-5" r-r BA FLAT TILE U-) 20618 -U') F F 4SH Q Of -;7T&S 2068LWIC 2068 8'-0" FLAT CLG U) CARPET AC EEI `o� 4 4SH BA SH 8'-0" F CL 2468 TILE BF TB T-10" I T-9" MGM, - - -, I ;t W. I TO I U- 42" HIGH 1/2 ' 00 WALL W/ 1x 10 I �& I U- D u' T CAP LO co 0j) uJ u Er 11411021161 24 SH 00 ^H" 2' LO 81-01, T-8" 4068 BF ----------- BEDROOM 2 8'-0" FLAT CLG. CARPET UV r22 4068 BF- o? 4 L- - - - - - - - - - - 4 25 SH EGRESS ---------- --------------------------- 3'-0" 25'-0" 4' (i) TYP. @ r1nK1T=0Q Ee � 3 � Sim. w/ (1) MSTAM36 FLAT STRAP T� ��6 TYP. , OW co 0A 3 D2 Sim, w/ (1) MSTAM36 FLAT STRAP HANSON BOX @ 36" A. F. F. -DRYER VENT THRU ROOF. LAUN V-10" FLAT CLG. -TILE �T 50 14nr RFV 1n 1 2n (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-0" 2x4 SYP #2 16" O.C. SPF #2 91-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C� * WHEN THE TOP OF WALL IS GREATER THAN 9�-O", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.- THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S. H. 13 20 X 38 8a 184X371 S.H. 14 20X50E 118�X50 S. H. 15 20X63 18 X 62 4 S. H. 16 20X72 18 X 714 S. H. 1H2 27 1/4 X 26 26 X 25 4 S. H. 1H3 27 1/4 X 38 2 6 x 37 1 S. H. 1H4 27JX50i 26 x 50 S. H. IH5 27JX63 26 X 62 112 S.H. 1H6 274 X 72 26 X 71 1/2 S. H. 22 3 7 4 X 26 364X25 1/2 S.H. 23 37JX38i 364X37 314 S. H. 24 3 7 J X 50 J 36 7'X 50 S. H. 25 37JX63 36 4X 62 1/2 S.H. 26 37 -42 X 72 364X71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 524X254 S. H. 33 54 X 38 J 524X37i S.H. 34 54X50i 52 4 X 50 S. H. 35 54 X 63 52 -21 X 62 1 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S. H. HEADER SCHEDULE MARK HEADER SIZE REMARKS < H1 @> (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FLITCH PLATE <6>(2) - 2X10 #2 SYP W/ 112" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 114 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.10E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FILITCH PLATE Follow Q/S4. See Plan for 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" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +2 .6 / -33.5 SEE SN SHEET SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 SECOND FLOOR PLAN � B. SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1 . Operable windows with openings that will not allow a 4-inch-diameter (1102 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 f1r. per FBCR G2408.2. Except where WALLLEGEND I I I 1777-1­11 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F� GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) I 0 c*4 C: W C5 0 0 L) 0 LL1 10 OWN SE RL�* 4� C." `0 o �ke N F E S To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings romply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions ofthe drawing pages bearng Engineers signature and seal. CD W oo "or E r� c:> c) co 4t 6 cc) u- oo 21) "L . 0 co 05 . Lu 0 U) r,� -0 Lij CL N 0 - LL CL 0 ce) LL a. Lu -6 W C) Z W Z 3: 0 13 i c, 0 �- �c-& WU-j M -j. W 02m;; M< I- W U) -�< IL - d 00 c"! cl) Z 'o <<So 0 W Z 0 3 _2 (D c, Q c, < ARIN1111191 Ik3 cl) U) !! " V) Z: (1) (D .2 4-1 c-/3 SLU - Fe U 0 S t­ W Lu E 8 .5 c) o u) CL, o c.0 Cl) g z LL. c,i E < CL 8 E -a> 5-6 o uo o ow. Z gE c:) b I., �� z w z2 to U) C: C: z o � N � o c) z Z C6 W z w zo 0) 2 3. CL o;� 'Q z W >, ( ) E CD <w- 3: o Ml cz) m 0 W C:) > L6 0 lqt cc W L- CNI CID T- D 11qr Cr CL U) 4-J +-J U LO q CN N 0) LO C) N Ln < E 170 0 Z Z E r- to �a E 0 0 < JOB NO: 22-02362 SCALE : AS NOTED SHEET NO'. 1.2 co Eo T.O.P. r110 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS — 6068 SGD REAR ELEVATION — B SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HGT. r FIN. FLR. . T.O.M. _ Elm 50 UU 00 FIN. FLR. 12 5.9 FLASHING--- 12,�� \ -25 SH ------IVCJ / WEEP EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5'-0" RIDGE VENT HDR. EXTERIOR PLASTER ON FRAME CJ q FLASHING 25 SH 12 _J3 FLASHING 12 4- - - - - - - - - - - - - - - - - - - - - - - - - ---- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- ----------------------------------------------------------------------- CJ / WEEP 1" CV io �1- ELEVATION — DETAILS EXTERIOR PLASTER ON FRAME RAISE BANDS OR FOAM PER COMMUNITY SPECS 1 UJ � FE� U/ TEXTURED k­' CEMENTITIOUS E:1E:1E]E]E:1E]E1 FINISH ON CMU FRONT ELEVATION- — B 101, 6" �y1L�ly 2" 2" 1 DETAIL SCALE:104-0" 00 FIN. FLR. T.O.M. eo 60 TEXTURED CEMENTITIOUS FINISH ON CMU FIN. FLR. EXTERIOR PLASTER ON FRAME Ze3-9 LEFT ELEVATION — B SCALE: 1/4" = V-0" FLASHING —------------------------------------------------- ---- -- ---------- - — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — — — -t — — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP CJ / WEEP T.O.P. 9 FIN. FLR. T.O.M. TEXTURED CEMENTITIOUS FINISH ON CMU v 12 �----__J 4 RIGHT ELEVATION — B SCALE: 1/4" = 1'-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, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. + Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 o C`A J C ° y rt c r� 0 W 7m to O O O LU4- �W 0 N �• `N i••SE'•. •U o • ,� v uJ —J S •� s U '�.Y' � p CO v 2 �• .� otl't�kk�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r H o E 1.0 r0D po M N rk \ N -a LLL y N C? co JLL 0 li7 N it d W r r. w to — _ c14 o a — Q CCU a w 0 :2 rno Z 13Zm= Co O � Fd Wc cy) on,, aaOZ Nm Z cn IL IL ZO U U O Z ❑❑❑ 0 M Lo z N � o z � z o m- N c] a l—' vn ri m fQ wZa O w o y ��V) � r— U w � ti.. J E 1 C) o C m ® o W co z q E U o =o o Z. 0 Q N z ® O ow ¢ WX 00 7U W 0 Z— O E CV n °�z o ¢ wZ r L to _ ❑ N-1oW 1 m 0 0 r- ZCO= a) J m a ° W �z ~O g O O- LLLL V a N F W U �_ z =3 o wlw �_ z¢ 0i O Q a� nz C� CNI co Q—` = T 0— �C r ) U vJ o m O LO C) N .0 o LO N Ln T N T � M CV .. d Z cE4 Z N E T c a „? t� Q a JOB NO : 22-02362 SCALE : AS NOTED SHEET NO. 2 I,VI 1 ;II_Is -li 11! 1_1- J J 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 ANSULIL 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 smokelcarbon 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 PEF DUPLEX CONVENIENCE OUTLET FFF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET KD G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I_._.O 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 nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) f USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER PP-1 ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN Q� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A1200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP MAIN O 200 amp 150 amp #14 copper to lights & outlets #12 copper to 20 amp ckts #10.2 copper to WH #103 copper to Dryer or 410 SER Alu UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. III,1.5" VTR I I I � I I <\ I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FOR DISPOSAL DEDICATED RECEPTACL FOR MICRO\ RANGE HOC PER SPECS 3" U OPTIONAL LIGHTING SCALE: Y4'=V-0" T T 'tt' S.D l-----------1 ROUGH -IN FOR OPT. CLG. FAN/ I I LIGHT PRE -WIRE BEDROOM 2 ' I I , I I , IL 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 I I I I I I I I '----------------------------------------j AC PAD WP GFI u DISC. I DINING 1 FAMILY ROUGH -IN FOR OPT. CLG. FAN/ DEDICATED LIGHT PRE -WIRE I RECEPTACLE / FOR MICROWAVE RANGE HOOD PER SPECS db � CM / — y --- — ff— I_ I I ITO LIGHTS t OPEN I 1 1*4, IAND SWITCH I TO ABV. ABOV I I I I11 IE I II ----r== FOYER TDB I I f 0 ]ENTRY LIGbtr AS PER SFyECS ---- ---- LANAI I ROUGH -IN FOFk OPT. CLG. FA / WP GLIGHT PRE-WIIRE I GFI NOOK IDANT PER SPEC L___J _ IG i I 6-8" — 3'-1 "1 SWITCH FOR DISPOSAL IN CABINET a �-:AC PAD JWIP _ • GFI W @ 44" L(W. A.F.F. / I I i J pLU / / Q Qa U Q PC LL _ I GARAGE W L-_ -l- - -J LIGHT AS LU w PER SPECS o > GARAGE DOOR GFI --------- GARAGE----------- I I I I j q IRRIGATION] GFI @ 44"1 A.F.F.1 I I I I I I I I I I --------------------------- COACH LIGHTS OR PREWIRE AS PER SPECS 0 T ELECTRICAL PLANS - ELEV-13 SCALE: Y4'=V-0" N :L 4r ., LL = ` C v y _- C - L3 Q � y 9 O .0 ~ m L �. E5 0Lu CV N O N I N O C'M CD 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 LO a o 0000 r o M cD N N J " m J LL N co .5 ,n oo u) 4t ", w cn r` 1­� J w o- a 0j aloi v 3 33 LL a Y LL LL a u 137s 3 z Xo, L 00 o LS i m m�� Ofo J Z IL a uo M Z W to O Z OU W ❑❑❑ Z N M o g z o� cq (n N zco (DQ) (D4-1 o LL N W � U -� o (n �Ulu) W g OfN w uma U W ►— — E 8 C) a OJ Y ¢ N +T a m O O W M Z J z a N o E U ui Z o � a � U Oa w00 � -z Z O E O CV p <= az ¢Z ww w 2 i • � C Y mo o ZLL Z "o�'aw z z Z go W cD- oa LL a �w aY �_ el o� za o� �3 C6:) 4 U rn m 0 ^, W L- N_ co 49t Q ) r 0 U in N o LID N Lo r Q N r •� N M .. o z Z E r N 05 0- E U _j Q p CD JOB NO: 22-02362 SCALE : AS NOTED SHEET NO.' 3 ZONE-2 ATTIC SPACE 60 SQ. FT. n ) 3 ) ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of f o 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 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 "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" r� co y y `> CU .: ` W 0 Zj 0 0 C ,U Fes-, cc >�- UJ f ud lkr, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q V 10 h v E ti O M 8 or" cp N6 'F LJI.. N 6 {) t � W - 11 Hl ,Q V ��ti- W a m a u ° Y J�U- a O'S 0 Z _ t o H � C O W 'gyp C� co 0� O J W��pjO' Z LLz ¢ ¢ ¢ c N p J IL r Z W rn O Z N °.) O U U-j Cn ❑ El El v M � Z tV M 0 00 Z m QQC-4 Z o Q Q � J i'o LL 1-r-`1� � W (--I U 0 to g W t U W J r- - E S I t N U o N M 9 o9 w Z Z¢ c (U >_ E O � 0 w5i a N z® v C o W oU 7�Z CP = o C r pK . Wz Z L r0 J Q zz �Y U y m W m0 O z z Q �N (n �w 10 z00 g 0 a W Q NCD C o W w� >° 0l�d � z � 3 o Ln 6 rn m nz i CV Q � /'�/�� VJ m co O 0) N o LO r Q N cV r E E w c M iri .. o Z m z � E r E d a U � ¢ p JOB NO: 22-02362 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z _ L a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" .• • • •r #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 C ont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" M 0 0 T CM to - N r) O �t 0 ,LO _o M z 00 N u_ 0 EO 15'-0" 25'-0" 2'-O" x 2'-O" x V-0" W/ (3) #5's E.W.- 10'-0" L 2'-0" x 2'-O" x 1'4' W/ (3) #5's E.W. 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 6_2" 11 6'_211 I I I 6'_0„ 1,_8r,1 1 1, - °° AC PAD TYP. @ 2 STORY 2-8 I I .11 �-4" I 1 S6 \\ U.N.O. ( 2- ■ - — 7 1LLED PROVIDE 1-1/2" RECESS I FOR SGD DOOR. REFER INDI A ES FICELL w/3000 PSI 1 o TO MASON'S SCOPE I \\ CON . GR UT FROM FTR. TO BEAM I FOR WIDTH HVAC CHASE \ w/ 1 5 REBAR VERT. ABOVE SLAB. BASED ON TYPI L @ ALL PLACES SHOWN I LOCATION \ �\ HOO D F G. DOWELS 17" \\ EMB DM EP IT W/ 25" EXT. ABOVE SLAB ■ 1 \\ "GRADE \\ 40 T STEEL" 1 \\ 6'4" I 0 T 2'-6" 4'-2" I \ 1 -------1 I I II \ F 7 1 _°° ■ 1 11 I \ I I a� L J I I I I \\ - --J I \ S6 I \\ ■ TYP. @ I I _ I _ ( \ I TYP. 2 STORY I I coo 00 \\ I 2 STORY U.N.O. ■ I 1 0 0'-0" EL �\ I U.N.O. I I - FIN CONC. S4,\AB 56 0? 1 3-1/2" MIN. 3000 PSI I I CONC. I I I N 2=8 -1' PLUMBING \ — LT 1 SLAB FOR STACK ■ I HERNANDO COUNTY I ( N — I I AC PAD ONLY 3-1/2" MIN. 2500 L1 L — — ■ o PSI CONC. SLAB OVER L_ — - — J _ 1 6 MIL VISQUEEN I STUB UP TO VAPOR BARRIER — C.J. I — 2ND FLOOR ■ ( I ■ FOR A/C o I 2'-6" x 2'-6" x - STUB UP TO I � V-0" W/ (3) q �. 2ND FLOO R 1 #5's E.W. FOR A/C I M I o0 ■ I ■ ---- 9-8„---- 2'-8" 0 —I 09 - I K c M W,H w z -3 1/2" PROVIDE 112" x 91/2' RECESS FOR FRT. DOOR vL T S3 2'-0" x 2'-O" x 1'- W/ (3) #5's E.W. 1 i:A S3 S3 1 O 2 O C - 00 l — — — — L — BUILDER TO 3'-8'j eo U 0 Ile■ ■ ■ ■ 1 PROVIDE APPLIANCE Zp z 1 I PROTECTION 1= a TOPOFCONC,I O > _j 00 4 „ 4�.� I I PAVER TO BE 4 1 WHEN REQUIRED U -' O U I ■ a :TI CV PER FBC 1 BELOW FIN. FLR. J — � r I u_N I1J 1 > uJ - - N 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. C.J. _ TYP. @ L? o SINGLE M I (2) #5 VERTICALS A r STORY ■ 1 W/IN FILLED CELL 2'-6" x 2'' x 1'-0" S3 A 1 W/ (3) #5's E.W. S3 1 S3 I o 1 TB 0 1 _ 10--------J-------- q M 2'-O" x 2'-0" x 1'4' W/ (3) #5's E.W. 16-8" T-6" 64" 1'-10" 16'-0" 25'-0" OZ CIO N O �z O I= C0 O LLr T FOUNDATION PLAN - ELEV-B SCALE: Y4"=1'-0" N C3 s!,_ C.. 71...J cy _ 4Cz 13 0 Q T C ' 03 CL,Q 4� ieJ j O O o \k ,N ffww 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 Engineers signature and seal. M 9 IN �Ezg � N Q N 1-:1MNro ti� N LL V - 6.01 J , 0 �a emu_ a Lu M Imo U-EX a MLLLL a L o 0 0 Z L -0: X_ 19 5-9N co O W ��pjO' Co N a t N z o IL a o� 5j0) z w ❑©❑ M �9 Z n�i mo 0 0 Z � � z o Q � J — d � N � V 0 C) 6 wE �s U 'o y • Q o o a¢z W M Cl)OS Z Q CE Q E w0 �p o0 � >N <N z® w V 'Ca — 0 a4 r 00 0 z O N °dz o ¢o wZ ¢� � rr it! C U m� O oLL Z z 0) VJ n 1m ¢ w �Z N 5 tZ O� w a y w W (� * 4 F C o a �-0 ;o v < ZIa ° 3 O O _ 'L O d' ni M c� N A� cv T' Do__ CL? 0 N o U') N LO r Q N r a; E � � M N .. o z z iri E T_ a E U 0 ¢ pcc JOB NO: 22-02362 SCALE : AS NOTED SHEET NO. 5 ENGINEERED W NDFPR PRESSURES AND OSUUCTIIONS FORM AN ROOFOHEIGGHT STZ AND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA {+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16' EXP. 1 CY16) Or75/32' EXP. 1 (3�116) TILE: 15/32" EXP. 1 C316) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2 SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM 9=1667 RSRS-04 13" x .120") NAILS I GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ) a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 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 & 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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 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 511102 O (A)--. INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CARRIER x CONT LEDGER (1)S_Lo - 4-- rCo e LI L- ;�; - 0 L -IL 3 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: %4'=1'-0" o d r � C .,7 a. 'P. @ HIP )RNERS I RSH ENGINEERED CLADD CLADDING WINDFPR PRESSURES AND ROOF SUCTIIONDESIGN S FOR MEAN ROOFCOMPONENTS 5 ftAND JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 CY16) ort%2" EXP. 1 CY16) TILE: 15/32' EXP. 1 i33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4: I a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" 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 1 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" ANCH. / (26) 10dx1-1/2" HTT5 1 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" x2 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 wl SIMPSON SET w/ 12" MIN. (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (8) 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 (* ). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Oq Cl- Co FX CONT LEDGER 11 �CU 13 it (0 = 0 _j 2 IL LL 2 El El 1:0 1 cCL o zU)73 Cn OM OW o 0 Tca _ SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: %4'"=V-0" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (8) 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 (* ). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Oq Cl- Co FX CONT LEDGER 11 �CU 13 it (0 = 0 _j 2 IL LL 2 El El 1:0 1 cCL o zU)73 Cn OM OW o 0 Tca _ SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: %4'"=V-0" .S � J y i n OU a � � � � tau +`A'+ Al •..+++••�• � ..y"`1 NIlti!4E � 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 tLo he drawing pages bearing Engineer's signature and seal. tl� � n W v E M tnr--r; I 1 i a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8• Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall -have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / i • O Safe vertical load Safe horizontal load `< I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS :OIL. . 8F8-1B/1T 81`8-013/1T 8RF6-0I3/1T �. AO © ©0 0O 8RF14-1B/1T 8RF14-OB/1T 8F16-08/1T 8F16-1B/1T :f. :i'. © 00 o o 8F20-0B/1 T 817441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID Q O J U O #5 BAR CONT. 8F12-16/1T "V" LINTEL DETAIL SCALE = N.T.S. N on 0 01 . ONE" In 0 6 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F 16 B/1 T U Q Qz Z NOMINALi L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS ci—f precasTfihtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7/32 wire, per ASTM A510. 8. Mortar per ASTM C270 type M or S. 8'-8" LL O 4'-6" LL O 6'-0" LL #5R MIN.. AT TOP (1)(1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d Q O e a G .M.U. #5 REBAR AT TOP A s n MIN. (1) REQ'D ° <',j 1-1/2" CLEAR a GROUT J 4'-6" LL a d A d a ° �o cn i- a ° Q C.M.U. O 5 REBAR AT = n w a O BOTTOM OF a 0)a m - o '*—BOTTOM LINTEL CAVITY o W� X w \ 1'� 4'-0"LL �.UOZ REINFORCING ¢ a c7 � _ 7-5/8"ACTUAL PROVIDED IN LINTEL z 'i um, 7 p ¢ -- m 5 REBAR AT BOTTOM C° �, AS INDICATED 'NOMINAL WIDTH (VARIES) U) N � d �1 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 6-8" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" O N . :7 N d t� 'D 0,0 oW ii111liRlidd'F;p��� N \40' C e O" l!!ttl1�1 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. n W E r QQ M8 NrYk O N U_ LL an 0 w N rnr,� wa QNMV Va7-Y a�0 Z r6cm� 0 0 0 lig@Nco 0� O J ��°j6' ¢a _ ° a Z N MZJ=<n O LMLW IL <U U 0 con Z ❑�❑ C7 � Z N M o i? Z Z o Q N r) � Z c 0 0 4-)[n LL w R U Ln C N ,w _N - (� ai w � l0 L vl z Qj O N Q N 0 �Q m �t C CID �W Cy:) z o Q LL_ CL E E Z O w0 z � y N Q V z® o a 1— rD CL X a a o OU 0¢ 0 C:) N i <= Q ¢ w= W fD (n C ^ Z Y U hO m p ZZ Z cn � <� QW �Z L1 o� dz yr rzg yw- =F o J CC) alo Ov zl�¢ 3 00 = N c rr C) m 0 L- CV co It r _ T Cr _ d. 0 4-0 O N � o r Q N T ui E � M N .. d z Z � u; E T C T a E d? U � io q p C 3 JOB NO: 22-02362 SCALE : AS NOTED SHEET NO. 7 LA J L. M LO C-4 15? C) V) :19 C14 co pe) C14 C) E 0 E! 0 Cl- CL. C14 C, CJ4 S14 C14 C-4 N-3 Cn co 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 PREVENTINSECT INFEST�TION. 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 11 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 (11524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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 HASA 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 CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARI NG WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 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 PLIF 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 L1480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DIL + 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 I A615M-12 MIN. GRADE 40, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4,1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1)/2" Y4 " CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-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. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.Z 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): BUILDING CATEGORY= 11 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.0 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4,2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP I OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. AND TIE DOWNS: -FASTENERS 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C, FOR CEILINGS AND 1Y8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTIM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDEDXBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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-1)" away from the building side walls. 3. Irrigatiori/s grinkler systems includinull risers and f, -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-Rb R318.1.5 - Cgrete overpoW 0,( and mortar along the foundation perimeter must e removed be ore extenor treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department b 'a licensed pest control company before a certificate of occupancy will be issued. T�� 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. 'C= 0 C%j LO < ID C: t> W >f _XU U) 0 0 t= L) LU Uli; "N t5 ,e FI .......... oFeSS101, To the best of the �ngineees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD E A 8 CO, C� 0 u;- Lu CIO r__ _ a- u_ Lu C14 C, C� ai C -j L� (0 W LL a. w CK 0 0 , z W Z C cog R 0 _r_ = LU C� X 0 _j M 02" on < W U) �L Cj 00 N 0� Lo 0 C14 C0 z IL (0 0 z N M dillipsaa < Ln 4-1 LLJ U W 0 LIJ LO U-) E T1 < r- C:, CIO z 0 z z < cd, E 05 0 a C:)- 0 E 0 ­ w tz " co r6 f -C:, E 0. 0 < 00 .0 0 � 0, �z W W w 2 Z3 M Cl) < .. N .0 0, Z, z W3 �0 �z 2w 0 OZ -z W U < �0 ff " < 0 C:� 0 z 0 0 CD > Lo o C13 0 0 (.0 4_j U LO N LO C:) CN Lo E C10 CN 0 z M z C: E T_ E 0 ca 0 _j 0 0 _j JOB NO: 22-0 2362 SCALE : AS NOTED SHEETNO. SN Zz M Lo C=) co :9 -2 CN Cl Cn ;�2 I �1 CL E E < r 7 VE C_;I 2" 0- __1 CD CI) CL C:) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING . . . . . . . . ... ... . ......... ... ........ ;rl -1 .'.� I . ............. M _ ............. ............... ...... ..... ..... .. . ... ..... 16GAxl-1\2" LONG (3/4%1" CROWN) —�-7j*,. . ....... .. . Ax- O.C. VERT BETWEEN H ...... ......... 16GAxl-1/2" LONG (3/4%1" STAPLES @ 6' STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPA/JAX** 101 _0TI TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 51-011 0 STUB -OUT FOR A 9 LO 1'-0" L 1 GAS METER 0 0 C? 0 - - - - - - - - - - - - - - - - - - -- 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 HILLSIBOROUGH AND PASCO CO TY** UN RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C, 71-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16-1 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. 111-01, I (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'.4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI"Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2x lumber 1 Double 2 x lumber 1 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8"gap FILL CELL UJ STD. 90' CONT. #5 HOOK BAR STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22) 1 Od GIRDER TRUSS NAILS TYP. CONT. #5 BAR 2X TOP PLATE 5/81 THRU #5 CONT. BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below, STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2'min. 2" max gap " . 4 max. /71 Clinch nails when possible 1 Support back of web during nailing to prevent damage to b-flange connection. we ight fit 2) Block solid between joists for full length of span. T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" . required when indicated or 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. )/8" GAP @ TOP sides by 6". - Hangers with sides not containing OF THE JOIST ASA REQUIRED LEAVING WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 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 g. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall Use 3" (10d) nails at 6" o c Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists Load bearing walls meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �f Joist When joists meet over wall, provide 13/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q� Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls nails require additional consideration. SECTION @ INT. BRG. WALL N.T.S. INV FI%JLL-,D kL^UF_r- I MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (see table belo (KNOCKOUT EXEMPTS) W) D (see table below) DO NOT cut, notch I or drill flanges CD A ROUND HOLE MAY DO NOT CUT HOLES 6"7 6"' BE CUT ANYWHERE IN CANTILEVER ILARGERTHANlY2" THE WEB. PROVIDE AT 70, ROUND IN CANTILEVERS. LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN IY2" 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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 Web Stiffener Fastener Schedule Joist Bearin L C ti Series Depth End Intermediate 00 @ BCI 50 $ 9-1/2" 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d - BC16000s 8— BCI 6500se 9-1/2" 11 7/8" 2-8d 2-8d 2-8d 3-8d _14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-9d BCI 90se 11-7/81, 3-16d 3- 6d 14" 5 -16d 5-16d 1 16" 6 -16d 6 -16d I,C SIMPSC w/ (22) - NAILS 7 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META1 2 Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL 1 47 Backer block (12" wide min.) Nail with 10- 1 Od nails. to, flange. 'A . ��nstall tight t" SLEEVE THRU STEM SEE PLAN FOR 4. A _ .0 .;, FOUNDATION INFO 4 STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap Backer Block "Top Mount" "Face Mounf' 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 114%2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height Web stiffner as requirements — 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. 00 FINISH GRADE GRADF REINF. SEE PLAN i-vkunmor_,+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE /21 IS BASED ON S.P.F. LOCATION OF SECOND H10A 0 (WHEN SIMPSON H10A A 10 1 /2' REQUIRED) X wl (18) 1 Od x 1 1/2" NAILS # UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN I SIZE & R PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION . . . . —, A . 1 PVC OR SCH40 SLEEVE PLUMBING LINE ..4 A '4 A SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. CENTERED @ PIPE PENETRATION PLUMBING LINE TOP (2) #5's x 4'-O"-\ PVC OR SCH40 SLEEVE 4 4 - z4g SEE FND. PLN. SIZE & REINF. e- (1) S_- J_ It Jc Lo '7 V C) a) >1 a)`� CL -0 C53 0 0 :3 C: O� 0 UJ > CL 4-- N 'ago W/V "Z-- -- 4 7z:� , �ASE 'z 1-4 01 1410, < LU �Lot` . ...... . 0 To the best of the Engineeft 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U') ID "'o it s CN Cr) U) 0 co a) u, V) WE, r- g. _- a- C14 u_ 0 CL 6 u-(L W z Ir z U 3: 0 0 ga 9 W 0 M N :3 M —1 2 1- co < W co Z C5 u') z LL0 do In z W CO CO Cz 0 - LL M 4%-,- Q) 0 V) U-) > U 0 r W D 0 M ci�' 0! cy�l 19 0 Z __J LL_ cd- E 55 0 .1 E Q W -, Z, 0.� W co F_ E 0 < 00 , 0 z�O �0 . _1V W C 9' .. C) 01 Z z C/) 0) _J Cn �Ew W 0 0.- �- * �z - z W C..) 0 1� 0 ID Mill C> CID 0 z< 0 03:1 C) > C) It 0 (3) 0 LO C14 0 N 0) LO C) <1 N Lo T_ E -i�� E ce) CN 0 z M z E E 4-; -a 0 0 'a r_ JOB NO: 22-02362 SCALE AS NOTED SHEET NO. SN 1 0 N 0 0 a 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR „ GYP. TYPE'X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE 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) 1 U-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 19-0" (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.)INSULATION 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 HURRICANE ANCHOR @ EACH ROOF FLASHING AND ROOF FLASHING •c @ 6" MAX FROM END OF 2 x PLATE E = _ IMPSON SP1 w/ (10)10d NAILS x IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 rF r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS w/ R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH `' `' ELEV. 0'-0" OIL (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 A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 211 x 6 W1.4 x W1.4 INCLUDE THE WALL 2" 6 x 6 W1.4 x W1.4 A SHINGLE ROOF, SHINGLES TO a n @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM =ll=l I I—III=I " ° ' (I= '-1 I H I I —III I I I I �I I �I I �' r T _ I 11= I I=� P I I I �I I �I I� a ° a z r a ELEV. -0-31/2 � � ` � � � O o o A. F. F. p 31/2" MIN. a' 31/2"MIN. ' a D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE 11 =III ;,111 I�� L ' — III-1 I=I I =I I=I I=I I=I I �I I -=I I �I I �I I" a n 2x4CONT. a u a ° 4 0 a N ' ll ° _�� 1/2 (min.)- 4 - D a TT- =�=I I1=_ � 1/2'(min.)- 4' D a I— TYP. R905.2.6.1, FLORIDA BUILDING ( ) VARIES CODE 7TH EDITION (2020) -I I III —I 1=I I=III I I I I I I �) I -1 I �=III—I i I—III=1(�I I �I II I • g I I` ° ° c GARAGE DEPTH VARIES c — _ 0O r o r I I —I I Ir 31f2"(min. - 4" I I I — — °J -,- —I 31/2"(min.} - 4" —=_IT RESIDENTIAL e - _[ 11=Tf 1 I=1=1 =11� iTl 111=T=I I I=III �' a o a MITI ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING TTT (2) #5 CONT. „ 1 I lit — 4 1-4 g (2)#5CONT. 4„ FRAMING SHEET FOR MI SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" 53 "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 ����'�°Us BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA URA`"" GYP. TYPE @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�a s CEILING & 8" O.C. WALLS KNOCK-OUT 8"x8"X16" KNOCK -OUT 6" N 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY 10 �/ c°�' 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN ;� #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO F►NISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11} ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. "J" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6)114"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 2T MIN. LAP [24" MIN, LAP] #5 REINFORCING SPACE ANCHOR ARCHITECTURAL w/ (10)10d NAILS �' 2x P.T. PLATE FIBERMESH :, WEEP SCREED INSTALLED Q BAR w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N END OF 2" x PLATE WWF OR FIBERMESH T 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. '- ASSUMED FINISHED E PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR v N z 4- GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL o _Z FOOTING MONO SHOWN � FINISH GRADE 00 Cl)cn p. — -0. —T I [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] g m ° �j=Evil - o_ D r I —III—I I I I f —III I=� ° • I =1 i I= FOUNDATION PLAN FOR CLARITY ° Gv _ . °° 6 MIL VAPOR BARRIER �� R e. ° --�I I= — I I= °F R 1 7/8 w #5 REINFORCING BAR �TI= I I� ° — 1x4 P.T. BASE NAILER FOR LOCATIONS) _ L I I' I —I � 1=1 I'=' "— - = — — —! I=1 I I- z ( o. I —I ff—�—III t r #5 LAP SPLICE — r . I —I f� lT— I► I I I I G 4"x4" INSPECTION NOTE ;__- =III—_% I •=1 ' I = jI I —I f—� I I (2) #5 CONT. _ 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL =11 ! III ! ( L .,- —I I III ! i_ III COMP. SOIL. (COMPACTED TO — ° ' = =I�1=T 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS „ „ (TYP.) 8 1-4 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL _ _ _ _ _ — — W/ UPLIFT ONLY -1 __ _ I _ ° 95 /o MODIFIED PROCTOR ASTM _ I Ij �� (�!I 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn -I, f, ; =_I _ = —I 1— I III— I —1 I— I I! III =1 I —I —1 —III - I=III=i ! !=1 =1 I=III—I i—III-1 =1 =i =1 !=1 —' D1557 ) I—rrr—rr—III— I —I F 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE -i —iii—!11=III_=,I;; iiiii iiiit „ICI �1=Ii=III=I!I #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG W1.4XW1.4 WWF OR _FIBERMESH' - DECO FINISH 4" to 6" BELOW GRADE _ ,_ II SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 _ I II SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. E v L ' I [itr y ° D I A00 C1, 1 =�( I I— 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 IT ° 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3) ( SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR T I— = - z min.) 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° M BARRIER III D p �r 4 I a a a GRADE AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR T COMP. SOIL. II I II — — — d • — __ — — — — — ••— �_ =— —III & LAYOUT DESIGN TOP OF BEAM a - - (COMPACTED TO 95% 1I MODIFIED PROCTORfff _ _ — _— — —` =(1) #5 REBAR w/ OPT. — — _ — = SEE ROOF PLAN FOR STRUCTURAL 77 _ — — — r��—I— a ° a ' ° %,. ASTM D1557) I i I FEI I II I ��I EEN ENCLOSURE III, III I I_I C/� (2) HTS20 BEAM SIZE & r- MIN. CLR. I 14�uliF j1—� T 3" (2) 45 REBAR CONT. 1-4 (1 STORY) STD. 90 HOOK SEE CONNECTION INFO r� I I , ' IIIIII �_— ON 3" CHAIRS TYP. ( MIN. 411 1'-8" (2 STORY} DETAIL U.N.O. ) � � PLATE 2x4 #2 SYP P.T. FRAMING w/ �T� I ICI I1-1 I I, � I SEE A/S3/J/S6- `' 7i,s° MIN 7/16" O.S.B. SHEATHING g TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L w °'S'B' z ATTACHED PER NAILING FOR REINF, INFO. OPTION #�I SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3"Es�pu w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ w SEE PLAN FOR STRUCTURAL > J SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM 21� 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. 01_011 J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND °' ¢ 2X STUDS @ 24" O.C. U.N.O. ° .: • . ' a INTERIOR ` SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT _ ° ° -3 1/2" '4.. w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS d '' • : •' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS - Z .� `= 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL EXTEND FILL CELLS _ M W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. TO FOUNDATION PAD _ r a _' • STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' • . I .. � —r.r� M =11 i I � JEI T '•' _!! °— I I 11— PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN ¢ co - z - � — GRADE n —LIFIR y ., ;. ; — _ =1I MIN. SHEAR 1 # MIN. CONT. BEAD SEALANT E 80 V > W w/ MIN. (2) #5 VERTICALS I .� : I - _III —III 1 0o �•' 4 TENSION 120#) CONCRETE SLAB E - 6 6 W1.4 W1.4 J FILLED SOLID (SEE PLAN FOR wLJ SIZE AND REINFORCEMENT w — 1= != _ a =' a -- l i— _ i l l—i l ' : ' ' :.—III= a, x x '- w ) _ c� J Z —! • — l— — !=1 ! w <.e. .1' . �' . — _ I <.e• ' . ,• - c '— WWF OR FIBERMESH M —7— w �n BRICK PAVERS SLAB PER H w--I a w =—i LI_.1- _i I==1 �• z ¢ 1=1 I ''. I I .`.+ • ; I-T I •`� '.. I I -- �" — N T� 11=�[= I — — or COMMUNITY SPECS p o — _ _ a a ! -_ =1 1- M- rn —. _ _ _, _ _ ,,_ ¢ FOOTING -' III l =III=1 I —I !__III III==III- p 1I SEE A/S3 OR J/S6 I I I I i I— I, I h _ I SEE A/S3 OR J/S6 -I I II I I I IIIII I I I I I tf I _ co6 MIL VAPOR - — — — _ I- L I i�Tr 0 -0 FIN. FLR. FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE _=i BARRIER — - — I �— I — —IL TI7 TI IThI ,, ! _ I = —d I —� �I I' � �I I� li i� I- ;II - != 11— BEYOND PAD REINFORCEMENT V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) —I I —I I I— — ... • . t :•; 3 MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY { ) 4" 4" ••y CONC. .. '% : �,. cEE °N°. PAD INFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 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: 3/4"=T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION, ADDITIONAL INFORMATION. > J__ 0 �+ cv•, tit J ``C�// � S CM ll y W ,0_0 ��LLlyyyL���+ 2 M 0. 0 0 0- L a� IV .•--J O 4L, �{ °• IId To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E n ao � mn at w m s J ll Q o? my # 11 W 10 M o LL a Y Q ca IL Ju_W o Z f°-vco"'0y M O 1- -Co 64 (0 L O J WU�pjO' ¢ a a a Z N MZ a O a _juvi OU U zLL W ❑❑❑ Z N o o Z W N Q z � Q J — d � V1 Z o a--+ c c6 I„ cz) U O w o N c �NZD G W m �- -I E U o ° N00 IIIO O w o E Q E U - z ¢� tz ZO oa wrr O aF �¢ z N L ao o ww �� w M (ni ¢Z YOLL U "m m0. Z 'aw z N �5c4 Q w a Nw C W C> c, ~ � J z � O njw O dam' z rrd a � Ov g O O ui m 0 cc t L co 07 r U m O N o 0) LO N L.n r N r ai M N o z M Z r y E 43 @ a a c� 0 c JOB NO: 22-02362 SCALE : AS NOTED SHEET NO. S3 (MONO) M LO c-4 C) aj te) C14 C) A 0 =3 -0 - E co a) 9 E2 0 LO 0- C I n H 0 0 0 9 CD Lz 0- - 19 (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.) FOR CLEAN -OUT 2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 75/81, 8" —SOLID AREAS ARE 7 5/81, 8" TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" [lull 2x BLOCKING @ EACH END W/ 1 Od @ 4" 0,C. FROM EACH HEADER FACE TO BLOCKING --�(2) 2x HEADER PER PLAN W4 T 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S, �4 12 SEE TYPICAL WALL SECTION 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 W1 (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W1 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) 1 Od NAILS,,� CRICKET AS REQUIRED _\ SINGLE 2x CONT, BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD ?V�\ \_ BLOCKING (TYP.) 2x P.T, PLATE ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL rF_�� ............ CL DOOR OPENING —*[*—DOOR OPENING TO DRAIN -0 EXTERIOR WALL F1 WALL CLEAN -OUT rA SCALE: N.T.S. 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT D� SCALE: N.T.S. S4 � �4 KNOCK CUT — BLOCK -W/(1)#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 4 4 4 4 R-811 STD. 96*HOOK_/8Fo_ LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-D" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL FDN. PLAN FOR LOCATION I --- �E: 1 -I UlSEE NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. �' �4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" P LYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� < x W > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8xl6 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY //1 GARAGEFLOOR X TRAVEL DIRECTION OF GARAGE DOOR %rill I MOUNTING BASE DETAIL SCALE: N.T.S. '114 SEE PLAN FOR FOOTING 0— _'�POURED CONCRETE BASE FOR IB TTOM OF MOUNTING E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 7 58" 41 3411 1011 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W1 (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT BRACKET TRACK % WIMOUNTING ANGLE FOP iARAGE lOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER] TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 41- 9' (2) 1 (3) (2) (2) (1) LSTA31 9'-16' (3) (4) (2) (41 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT NOT REQUIRED @ BEARING WALLS NOTED OVER TOP PLATE ** HOLD DOWN CONNECTIONS 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 TX1 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN a INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '�'-2x STUDS TYP. SIMPSON H TT4 TYP. U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT ("'Q WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 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 WATE RESISTIVE BARRIEZ" TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING u'j OIC FIELD ;2� < CL 2x TOP PLATE Cn V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARR[ ER/G I RIDER TRUSS CHORD OR BLOCKING 112 SIMPSON HETA20 w/ (8) 10dxl 1/2" XAIP n NAILS AT EA. TRUSS VERTICAL WEB 2xSTUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. P,A.F. NAILS OR IN KO, BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR 1 REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- --i I W1 STD. 90' HOOK IN K.O. BLOCK 1-It ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE ;��_ NAILS TOTAL) EA. SIDE OF 4,9,, SPLICE STAGGERED kSPLICE NA SPI 1 Od @ 8" O/C ID/O �"-_ - ATTACH ALL f EXTERIOR STUDS W/ (4) 16d TOENAILS TOTOP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 F= 2240 LBS SIMP SON rc 2X P.T. PLATE SIMPSON SP4 --- SP2 SIMPSON j 1 D ST TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING SIMPSON SP4 S IMPSON Spi SIMPSON- SP4 __x J- M 2 OTTOM E PLAT I I I I — SIMPSON NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SON SP4 SIMP SP4 r1sv,­1n­­-BOLT@24"O.C. MAX. (MIN� (2) PER BOTTOM PLATE) SIMPSON SP4 " 4 4, 4) 1 2X8 P.T. BOTTOM\-\ PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL//'�j SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" kGGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE SCALE: N.T.S. �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" :'OXIEDA.T.R. �&NUT OXIED A.T.R. & NUT DXIED A.T.R. & NUT C ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2-4- O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 61, O.C� STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. V o PLYWOOD FASTENED TO TRUSSES L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES '0 SHEATHING & 8" O/C FIELD L 0 SIMPSON SP4w/(6) 10dxl 12" (USE SPIS FOR 2XIS WALL, USE .—PLYWOOD SP8 FOR 2X8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY­- SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW O�. 5/8"X1 0" J-BOLTS @ 24" O.C. 1 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. SCALE: N.T.S. J_ C�_ Lo c), a) < W (0 6- -0 0) 0,10 0 C: 0 X1 n1A S V4 < Ul % F L OFESSIO, To ebestofthe ngineers 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, C) Lo W oo E U 04 6 M C 0 .2 .0 a) u, LU (0 , Z�; oo w . 0 U) r-- t-�T? LU IL 0 (NO _0.� Ca u_ u_ u� z 13 r- M 8 0 ig :§:g C�;s x 0 M _j W . ca W ci < < 1z 3 CD C'4 z -1 IL U) co Of Ln 0 IL N < < 0 b 6 z W co co RIM to < < C3 4—J a) U0 - V) V) LU AM E ca 8 61 -o -T 101 4 co 1! CY> z 19 o z 1 4 __j U_ ce E 0 E vj o z. ca: U ca t�. o w Q E �� x< oo ol 0< n� z 01 �z o Z � Z wM w2 < o 0 0� z' z �jd �z w o 0 W �C" C�_ o C� .0 C=� 5 O'� r- CD 0 CD > Lr; (3) L_ co T_ Cr U) 0 4-J U LO C) -0 CN Cy) LO C:) Lo 4i E :t'.4 CY) 0 z E E M H: 0 0 "0 (5 . 0 0 , _j JOB NO 22-02362 SCALE AS NOTED SHEET NO. S4 zz LU !;2 LO < ZIL .0 CD C14 C'4 -C -I SIN SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK�G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16dNAILS--N \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKINAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7 SCHEDULE FOR SHEATHING DETAIL 45'± 41'± x 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER KI KERN 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4 @ 8'-0" O/C. 8'_O�O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. BL TRUSS EACH JOINT w/ (3) 1 Od & _----FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. I,? id THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L A EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING—i DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ,,--1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON T6P OF PANEL BLOC x 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED . . 48" O.C. FOR 2x BLOCKING WEEP SCREED " " " " " 2x4 "T" ON TOP OF PANEL (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH 1/ x J BOLT @ 48 O. . INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 112" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 61-101" MOISTURE BARRIER INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " 1 Odx3" @ 4" OIC T � 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER L SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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-, GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N,T.S. � �5 TITEN ON OUTSIDE 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR C�! X-BRACING, AND TOP x SEE STRUCTURAL — CHORD BLOCKING 04 NOTES AND NAILING x x INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES OD 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING L L RIDGE FASTENED AT AT 24" O.C. ON TOP OF _'j 52- EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS " O/C FOR THE @ 48 (2) 16d NAILS (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0. 148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRYWALL 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 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) NON - LOAD BEARING LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. 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. 12" ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. Al ------- L CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 3H SCHEDULE kTTACHMENT 2 SYP BLK'G @ 16" O.C. I x 0.131 AILS EA, SIDE .2X4 #2 SYP W/ 10d XO.131" @ 8" O.C. SCALE: N.T.S. OVERLAP TRUSS BRACING MAX. 9" UNSUPPORTED, IF >9" SEE 1 01S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E SAND 2" O.C. FIELD JACK TRUSS E 1 SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEL_/ L LL� BLOCKING, FASTEN WITH 2X4 BLOCKING W1 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION 9 -.7k. ..--v SCALE: N,T.S. 5 PHL-ENUINLEKLU WOODTRU SSES AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W1 10d @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING __2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAI SCALE: N.T.S. W 14� 'L 2x4 "T" BLOCKING 48" O.C. 1" BRACE ATTACHED /---16d NAIL W/ 10d NAILS @ 4" 0. K /I /I TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILK 6 SCALE: N.T.S.' � S5 DIAPHRAGM 48' O/C r75T7T GA BLOCKING @ BLE TRUSS TRUSS VERTICAL - SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) , I J FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SCISSOR GABLE "T" BRACE K-7 SECTION SECTION SCALE: N.T.S. SCALE: N.T.S. \,, �5 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO 'X2 3/4" BLOCKING & (4) 114' TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING W/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C I 1 \-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH BEARING LOCATIO9 (UNEVEN CLG.) EXT. WALL CONN. NON - LOAD rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"X6" (U.N�O.) 1" BRACE 24" 0'0" - T-10" T-10" - 61-01' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W1 (4) 1/4"X1 1/2" SDS SCREWS TO TRUSS & (4) 1hVx3" 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 SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-10" MAX. LU 0 CORNERJACK 0 < rr LU z 0 HIP FRAMING REFERENCE PLAN W a - 11 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBO170M @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 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:) 0 0 C= L 0 cc j ;:T- 42 C6 - @ 0 0 ::5 C: 0 &- — , t� co 15-0 5; 51 Uj I I I I fit 0\1011 �A S z < (p FLO ........ 8 SION N To the best of the Engineers knowledge, InforTnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W 't E 0 14 0 M 8 CR C� 0, :::, C: 0 U" c-, U. -, co _j '6 Co L.L U_ a. U�j 3: _j - 10 z 3z: 1 6 C) W 0 n W co '& d Z co z a� Ln Lo 0 co ILL M 60 0 a3 co z W Wa (n Q) 4--J M LU 0 Did) V) Uj , E = Z el - cl,f U. I- 0 n co C"> z z Z U_ ce E z 0 0 Z <. 8 — 1z E 20 � < 00 0� z C14 0, z W 0 wl U:) < .2 0, z �z nw N H z 0 H N '0 'z W (_;I Azo _'u C=) < �O 'Z5 003:. C: 0 CU (D co , :3 4-0 0 L0 C\j CN CN L0 CD C%4 Lo CN r— (D E CY) 0 z cc z E E 0 0 'a 0 < JOB NO: 22-02362 SCALE AS NOTED SHEET NO. S5 LU I La E�l LO C14 t2 2 0 =3 "zt C14 to I_D =3 0 Cr C:) 0 Q_ E �2 E 0 0 19 Lz: E2 -.0 CD C I n 0 0 U -3 -2 Lz: C'4 04 C:1 C C1.4 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161 -CLASS F, IN ACCORDANCE W/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION— ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR LUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO I BOARD PER CODE W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C (2) TOP PLATE W/ 8d @ 4" 1/2" GYP WB O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING _j LU _j 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U) FOR MORE INFO SHEATHING JOINT 5:z U.1 0 16" O.C. 2X S.P.F. STUDS 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d U-1 COMMON @ 6" O/C EDGES AND 12" O.C. FIELD lid INSULATION PER 1/2" GYP. W13 OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED OSB (DRAFTSTOPPING) TO BE NAILED W18d YR PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. mm ETAL SEAT 'FLOOR SYSTEM ER PLAN OR FELT PAPER FOR MOISTURE BARRIER 4 8'. 112" HIGH STRENGTH OR 5/8" GYP WIB (OR 5/ GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"X8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/71#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4-W" INSPECTION PORT AT LU j EACH FILL CELL TYPICAL CL LU U) 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR C14 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER N OTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE A /FINISH GRADE C"! 00 Cl) 0? T=:;; EU I W.- Tir=' F1 I 113t A* — I .. A. 6X6 W1.4xW1. 1=1 I F- JEE1 4 I Ill— F— 9 WWFORFIB ME311 7- \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-13" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V- S6 SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD E 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. S I M PSON 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------ f / *S I M PSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 11/2" JOIST AT EA. STUD NAILS TO STUD & (8) 1 Od x 11/2" TO BAND 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP 928 PLF SHEAR CAP 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS )F BEAM OR GIRDER 'END SHEATHING TO TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 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 SEE FRAMING ---WEEP SCREED PLAN INSTALLED PER MANUF. S I M PSON H ETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48" I I O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS BLOCKIN G & MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION III,/ �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-13" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u :u WEEPSCREED U INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 5) 1 '32" OSB ­\ T EXPOSUREI SHEATHING Tx PROVIDE BLOCKING AS REQUIRED PER IF D o SECTION X-X IF U' NOT FULL HEIGHT SHEET- C U) A I — — I FLOOR SYST M r (2)- 2x TOP PLATE Ir BEYOND I _T Tl�_ 15132" OSB EXPOSURE 1 SHEATHING Lu Lu SOLID 2x M BLOCKING @ ALL 7j rl� SHEATHING 0 W EDGES(SEE OPENING 11L SECTION X-X) Lul IL 0 x Fr Lu I F-qFx— _2xSTUDS Lu LU IT IdIll 11 11 11"1 BEYOND. SEE PLAN 0 kill I 0 U) I \-2x'4 P.T. BASE 2x RIBBON OR-' VERTICAL --&-JHORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r-X1A'r1nKI niAn!"JARA FLOOR CONNECTION 318" "S" = NAIL 3/8" SPACING @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. S 3/4" S 112" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONSSHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING TRIL RIBBONS ETAIL (F USS) D LOOR TR O� SCALE: 1 1/2"=11'4' NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION --1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-101" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 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 44. 471, 1 m�i -A 'd A =1 I —11 Ill 11�= 1=`�(3)#5CONT.ONT' CHAIR W/ 3" MIN. 8" V-8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. SECTION X-X 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. CRIPPLE STUD DOUBLE 2x TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM;/8" SPACE IS RECOMMENDED BETWEEN PANELSAT EDGES AND END a JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu - , PENETRATE SURFACE MORE THANY8". z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL , LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL, 0 @ NAIL INTERIOR AT 6"O.C. wl 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL a UJ uj P 0 0: PL YWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER < �- 0 wl 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. 1__ 0 0 (1) 0 U) m z �- F- M LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U) Lu 0 c,4 LU , 0 MEMBER IF GABLE END U= M LL C0 NOTE: r . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C� WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN \-- INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 12d TOENAILS (1) 2x S ILL PLATE W/ (2) EXTERIOR HEADERS: 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT PLATE FLOOR TRUSS 2x BLOCKING HORIZONTAa*---� @ INTERVALS NOT EXCEEDING 10'-0" (R302 .11) I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.0 W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E 4'. A�' -4 A' \\A. 4- A. Mi 'F (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING X 2 X '" W' STRAPS SIZE JACKS S STUDS JACKS 'A KS C STUDS SIMPSON EAEND EAEND END EAEND EAEND 1'4' (1) IND (2) (1 (2) (1) LSTA30 4'-9' (2) (3) (2 (2) (1) LSTA30 9--T (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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 1 7) C-r'l u- C". tiy AD (z _-7: ju 0 Q) - C(- 0 0�0 0 0 LU '' Z At �A S q,�, < P4 * m< F L '0 ...... 0 wmnm 11111%001 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings romply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W OT E 00 4 8 'No 8 - 0) u- a,) U, - (a 0 -0 in UJ 0 'we -9 U_ Lu 3: --d- Z 0: ',3) 0 Z Co C 3: R 19 -r- ca 'D 0 Fa C� x C, _1 od 'm W 0 <- W U) 0 1 ) < - d Z 00 z _j to N x a04 co < < L 6 0 z 0 (D 2 Cl) a) 8 60 < V_ ) m V) Q) (D LU U _L 0 U V) Lo S m W E 0 CO 0 C.0 C13 ce�, 0 < U_ cd, F= _0 z < R CL E 8 — W � � 5 �0 0 0� W, g CU F0 0< z E cli �1�2_ 8 ILZ WW :T mo 0 Z, z �0 ".10 F �z cd).! � 3: 0.- �z 0 3: 0 _< , �0 W C-) <0 C:) 0< 0 rr > 0 6 Im L_ N CID :3 Ir- U) 0 ca r LO C14 C) 0') LO 0 C14 L0 E 0 z ca z E C m D_ E 0 0 'a cc 0 < 0 1 a) _j JOB NO 22-02362 SCALE AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 s VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D Al 2x4 PT NOTCH-, INTO STRINGER H D -.-2x8 BLOCKING FOR STRAP FLOOR JOIST MINIM STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I_T A ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT I BEARS IN WALL I —2x12 SYP BEARS IN WALL' `--2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAIL 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT rSTRINGER MAINTAIN BETWEENZ�_ AND �" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR a 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / I I -----fx4 BLOCKING FOR 2x12 -- 2x4 PT UNDER 2x12 �J \ ROVIDE MOISTURE PROTECTION / ATTACH ALL COMPONENTS / / \ OF STAIR TO CONC. W/a' X 2 2' TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \ 1x4 GLUED AND / OF STAIR TO CONC. W/J" X NAILED TO STRINGER / 2 4' TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" 2x8 STRINGER MUST MAKE [ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING G.1 �- TOP OF / STRINGER I 1x4 GLUED AND NAILED TO STRINGER / / 2x4 DRAFT SYP / / XSTOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH Zzz""�f VT2xSYPCUTTOFIT / STRINGERS G 2x8 SYP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER PLAN VIEW 2x4 CUT ON BEVEL DOES NOT BEAR IN � SCALE: Z' = 1'-0" WALL 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS- \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) N-,lI 4' it 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILINGPOINTS LL; X4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" BEARS IN WALL 2x12 SYP BEAR I I IN WALL E 2x4 BLOCKING FOR 2x12 SIMPSON A35 I2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP / STRINGER / 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO — PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL FOE�E4 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'4" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS �i 12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix4/GLUED AND NAILED TO STRINGER ,�OR DRYWALL SPACING H SECTION VIEW "Ell SCALE: 1" = 1'-0" E SECTION VIEW SCALE:" = 1'-0" 3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C --' NOTE: 2x8 % DRYWALL STOP / \ NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT / GIRDER, FIELD VERIFY OF NEWEL POS-. \ PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" Al F SECTION VIEW SCALE: " = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. POST LET INTO _OCK DE ING M BLOCKING 'OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 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 2X STRING R 2X BLOCKING PSON MTS2 w/ 10d x 1 1 /2" NAILS 3R� OR 2X BLOC�NG RISER, / VAP[Pq_ _ ECTION VIEW "H" SCALE: 1" = 1'-0" t%4 ,. CL LO y, LO ;as4i�381{{{ PdJ } V�31 �.ro .i — ok •.,° F L tir y� A����� '9OFE 00'- ��"�P 19! ellv0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W ' E QO co 8 N 1 co it '0' N " E# LL A q 7L'- �; o? g V a U) r- r a LL w Q em n Y a LL a uj Z2 6 0 L f2 N 99 NA Z� E _.' - a ILLLWin�pj°' ZcoMZ �v>p ci ¢ U y z OU ❑O❑ W N O �o � QNQ O Q J N cn in z v C� o Emi c,, w c ° V OLu o ct,v - �_ wa M U r- - pE as W J L V I z NWA () o o r, co Ws i-4 o co w M M z ¢ o z z J LL "z P � o z ° Z o z �= 0 o' C OE N X V �¢ > O o< az ¢ L CY p z . O o� z' NJ a 4z zz 3 0 �o Q w a U z =F O COp w� w YO 2F S z'¢ 0 0 a O >L6 0 ui rn m m O N � r =) �r_Cr U ^ vJ o m 0 N N LO N Lo m o z E r cu a v v 0 ¢ o c JOB NO: 22-02362 SCALE : AS NOTED SHEET NO. ST IIIN U, jr- C! U I _j LO m LO Cn :9 Q C14 Cr V) C:) E CD E 0 rn CD LZ E 0 C14 C-4 C:) C:� r') PO _�i CE 16 C3- C) C14 1-0 C) DOOR JAMB (REFER IX4 11/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT 1x4 F 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T TO PRODUCT APPROVAL FOR CONN. t x4 APPROVAL FOR CONN. X 4 I 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O,C. 2-ROWS INTO 1x8 P.T. 1 tj FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1 Yl 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C, & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N. 1x4 1/2" DRYWALL 1x4 1/2" DI DOOR JAMB (REFER EACH END W/ MIN, 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" �j F TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" Z i x 3-1/2" TAPCON @ 16" 1x4 TAPCON @ 16" O.C. & O.C. & 4" FRO M END w/ MIN. 2" E EACH DGE DIST, i IST FURRIN( 4" FROM EACH END w/ L 2x8 P.T. W1 ATTACH SECOND PLY wl 'r 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 qx nFTAII 9 1/4,, nF=TAII STAGGERED @ 12" 0' 3-1/41' DETAIL 1 11 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR i SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACEIBLKG \_2 x 4 SOLID BLKG. (FULL WIDTH OF W ALL) BTWN- OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK Z-01' IVITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT��INTO K.) ,(`/4" MAX Z 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B.. ON *T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL '--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH I -q I START OF ARC EQUAL I I 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTHCELLS_�o #5 RE& (TYP) STD. 90' HOOK (I M2 ±5 A NOTCH WEB AT FIRST 2 COURSI UPLIFTCAPACITY = 805#FORISTRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN WA QVDW) r'nKIT t"ATrw -rDHzz r)r:r)Tw IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER WWM AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. ,'�_114"EXPANSION BOLT (2 W*HE'RE' THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL 140 PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP /"-F. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D X REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT 47FL, I I III III III III - PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: Cn H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ICSEALANT SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN, (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN f20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .10 __�v J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLEDCELLPER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 4P* DO NOT DO THIS. #5 REBAR (TYP,) 41t# kR 4%* 4b#, 41k# TD. HOOK (TYP) 41111, 4t# 90 YP.) 2"x BOT. PLATE W/ (2) 1 Od @ 6" 01C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O,C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT, WEB 4 44 METAL SEAT PLATE fNOTE: C LA LAP SHEATHING TO 4 All, SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK *#_ ±2-] NOT6'H**B @FIRST COURSE 4%� #4 #* FHE 41�# 4�# 4P* FILLED CELL INSTALLATION K'H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW--L--y---I— CONT 2x4 NAILED TO BLOCKING wl 2-12d NAILS ("") 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT LOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (-) 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl /4" CROWN STAPLE @ EACH GROOVE &STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-101" (") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA �REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* '2.k. + (44 + + /-/y TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL--/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT + PRECAST LINTEL ENTER OFFIT % SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm_�� SCALE: 3/4" = V-0" � SS 7 qPP -qHPPT m Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP Qr1AI IZ I - 1­ z 0 ILL 0 U-1 0 Cn FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN - L-_r4 "' .. ��: � 4,, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-091 51-011 Y, "Ito. .. Is' 1.0 . - 14� #5 BAR CENTERED W1 Ail, 'TOP ------- KNOCKOUT/ A MONO FOOTING A SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL A. DIRT A STANDARD C:� #5 BAR IN 99 HOOK FILLED CELL ;v j L STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I — EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. n SAW CUT SECTION SCALE: N.T.S. C 0 % m (U.- ca CL M J:, 0. 0 C 0 4-, > a-0 jj, SNNN �&?_C` ? %x%\\N N ­j < F L <1 4CI OFESS10%, 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 sea]. 6 co E 4 sz, c-, , , — W U- c-o C _j 0 0) LL N o LL a- u_ au- 0 z 131% .r- ca 0 W C) LU co . Z� 0 -,Q. Z m LL 04 < a () -1 u) z W 13 Ty2 Cz LL Lu 0 LL, L /I C-4 Ln E d i u 63 < c:, < z u_ cd- E E 8 ca 6 F E m o < ao o m, clj o 1, Mw 1.2 g, < o. Do o 8 w z " U) �z zw z o ko I C-3 o m < - z ow C) a �z< -o c:) co 'Ir cd I . .5 -, So .0 m 0 > L6 0 Tm ca co s Cr W .2 co 0 LO q) CN IUD C:) N Lo CY) E CY) 0 cc z E E cc 0 0 "D 0 _j < JOB NO: 22-02362 SCALE : AS NOTED SHEEr N0. SS r r I CROSS BRACING DETAIL (TYP SCALE: N.T. TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ 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 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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. DB-,�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI �-lvu �w "��l I I lx� vv"llw 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) S I M PSO N HTS20 W1 (24) 1 Od x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS --J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 7--i V 1-4" -EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" % GRADE PORCH SILL SCALE: N.T.S. DIAGONAL AT 8@-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER WOOD SCREW EACH 2X4 SPF 2 (2) #7X 3-1/2" TRUSS OR SIMPSON H 2.5A 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'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY 2X4 CONT. AT--/ T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BIRG. OR-\ REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 27 4_1 I � . L , I — � I 7 � —� 1 W F_ 4 z U) W < lir PORC _j IL FOUNDATION PLAN LU W U) z (2) #5's CONT. T&B !L!�n Uj Sif —I 7. t ., , .. W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" -LOWER OR GARAGE SLAB V-411 SEE PLAN LARGE STEP DOWNrj_7_� SCALE: N.T SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W1 (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE 0,,--ROOF SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A N SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK SIDE OR BOTH IF REQ 011 A I G.T MAX 24" SPAN (EITHER USSES HIP 1D) (2) 12 D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 - W W W U) SCALE: N.T.S. WOOD POST. SEE FLR CONNECTION __TSEE PLAN FOR SIZE & BASE P LAN /-EXTEND SLAB 1 1/2" ---7--(2)#5`sCONT.T&Bw/ 41' #3 STIRRUPS AT 4'-0" —T-1 WHEN DEPTH PORCH SLAB SEE' EXCEEDS 30" FOUNDATION PLAN = GRAD z V-4" ENTRY PORCH SILL SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I I 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 I W/ (1) #5 CONT. FILLED CELL I VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. /-- I f I 1 r t -1 I 4 4 COURSE FOR BASE SIZE (3) #5's EA. WAY -- X_� 1---*7 � � .- I I. %- PORCH SLAB SEE kSLAB FOUNDATION PLAN \�FLEVEL 2 #5' CONT T&B / '�--SEE CUT ( ) s . w CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'4' SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEP I F-1 MORE INFO ALONG W/ PITCHING SLAB EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL ( �16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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" - - - - - - - - �SEE PLAN SIMPSON HUC410 W/ (14) FOR CANTt 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO FLOOR PLAN FOR COLUMN SIZE& BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN _j L INDICATED ON BM. ____--7/16" SCHEDULE/PLAN OSB FLITCH PLATE SEE FLOOR PLAN FOR O� REQ'D ONLY WHEN SE COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 112" NAILS TO FLOOR GIRDER - O.C. BELOW @ 16' L AkN L M 16" FLOOR SYSTE FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22�'� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SCALE: N.T.S. "'ill SIMPSON (2) HTS20 W/ (14) TYP. U.N.O. 10d NAILS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0� 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ \4v ROOF_§L_0PE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEARTRANSFER 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) 1 Od 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 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) 1 Od a 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) -SECTION AT LOW ROOF SCALE: 1/2" V-0 Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ee a. illiP :Fillillilill� GARAGE OR MIDDLE LOWER SLAB SEE PLAN COMMON TRUSS W1 INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO, "-FSEE PLAN M IN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HID ANCHOR @ 24" O.C. W/ 4 MIN. 6" EMBEDMENT A' x 111 x A A A. MAIN HOUSE -A A SLAB .4.4 (2) #5's CONT. T&B ..A W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" A. . , J . . 2� A V-4" SECTION GARAGE MONO( 21 SCALE: N.T.S. (1) S_- C14 C14 , �,: - i _. 11 Lo C%J CC C 0) 0 0 co 0 > o- LU I I lilt], �xxxxxxjjll I, A x S �A f0- -.C14 . c), &-4 < oe P 'r I ) %� ....... 0 r: 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. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL C. 10 W ot E Co co 5 - 8 cm� ��! 00 C M 0 .. -L" _,, u;- . 0 -� �; TO n Lu 0 65,-, t � .L:R 0 6 Mq- ?: �e 19 r -J.. I uj En u_ W u_ =0 z ;"7 3z: R� 12R - ox 0 LU Cq co , _j W C) 2 co W 05 4e 9 �: LL 3 co M z S2 0 < z 00 _j CO W co m- awl < U171 '-. Q) 0 9: 4--J C-0 LU _LU 0 V) un E 0 W C, Cl> M o z z < 2 __j ce CL E D5 � �z �5 !�S 20 00 20 0 z E CD 9�_ o �z � z . w m_i < P. .9 '0 0 f� �z z co d, o z 0 W �o ow C3 < o ;� � 0 0 OR: 0 C) 4i 0) T 07 CL U) .2 co r 4_j 0 LO 04 C:) 04 L0 0 04 E C0 CN 0 z z E r- �6 C: C: E -lo-; 0 0 _0 W _j < 0 r_ JOB NO 22-02362 SCALE: AS NOTED SHEET No. D1 i EXT. SHEATHING FLUSH W/ TOP SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE i DETAILS 2x STUDS i i i I i ------------------------------- (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). FLOOR SYSTEM SEE PLAN 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 1 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 SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q 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. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN UE 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 PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B 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 (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS a 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE o`o D o•�.oo•`o BASE PLATE a•°o• W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. O 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 (1) 2x SILL PLATE W1 2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (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 j" 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 r� SCALE: N.T.S. (2)-12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL AA BELOW AND ALT. + BLOCKING INFO O ° 1. APPLY SUB FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE Qq 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/S6 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 O @ 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" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING SCHEDULE FLOOR TRUSS/ WOIST 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 A 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 1 112" 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] rj—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. PLAN FOR CONN. SEE PLAN FOR COL. SIZE ; ; NAILING AREA (TYP.) ' (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .• MIN. 6" EMBEDMENT (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 (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST 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 CONNECTIOI 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 OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ (2) 2 x #2 I SYP U.N.O. I \ I 2xCONT. T&B — SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK 2 STORY COL. @ GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C fix r • ALAr��82x�T TOP SPLICE PROVIDE 2x4 ONE 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. DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 I I I (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 u o. TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (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. �a o 7 cN\►. N �+ Y Lo D Q r: , c Ldf/►— Cis 0, 0 ::3 V tLP L4 d 1A1 1111111 ����►�1i�1111 1. �••"'NSE••:0 A 10 01�- 1; E S Sll10�*ON��\ 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 Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ME W E LO O 8 I-M 14 c0 ip ik CO, N N v I �LL 0 �O�"W M rA��� LL w a U) y J LL iL wa o rp cy co O '''J Win�pjO' n Z N C0Z Ofco O ZODU�rVn W ❑ ❑ ❑ z N o �o z m z o M z 2 Q) _ o �N N W U a i Ou., o N U n z�E o W Cl)a M 0 Z LL- ce zo > Q 0-E � V �z Z® oa cca a �0 00 CD L z a z ro U)_ ¢ p za ?V W i m0 2LL J m >� z Cl) Q ¢ ° o�¢¢ 6 10.0 z N z 10.0 GIs CD w� >_ o =a a ° �O 0 y = LO O 0) 0 � N (0 r Q � r Y r m O N N 0) In NLO E N Z M Z :3 N E T c a c0 ° ¢ o JOB NO 22-02362 SCALE : AS NOTED SHEET NO. D2 UJ Ckf M LO C-4 < C14 to V 5! C" 0 CL E E 12 E C-11 55� E .0 t5 U 9 0 LZ lc� C14 C`4 THESE DETAILS ARE GENERIC A�D MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WEATHER VE BARRIER & �ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN D OVER RIM JOIST AN WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING EXTERIOR SHEATHING 3/8" CEMENT PLASTER 12 MIL DRYLOK �K CMU - MASONRY BLOCK EXTREME REFER TO TECHNICAL LETTER ON CHEMICAL WINDOW COMPATIBILITY FASTENER 1) SEALANT AT SELF -ADHERED FLASHING 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK --------------- 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF 2 WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO -WINDOW FRAME MASONRY ----------- - ATTA HED SELF -ADHERED FLASHING PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AN IVINDOW D� 2 FRAME 3) SEALANT WINDOW FRAME TO I NAILING FLANGE WINDOW BUCK ALL THE WAY 1 AROUND, INCLUDING SILL. 2 DO NOT FLASH OVER BOTTOM NAILING 8 FLANGE SCS 0605 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 SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions # in each detail that corresponds to the Refer to the number marked as 0 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 (16" 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" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E %M 0 V-4" PER PLAN V-0" PER PLAN SHOWER SEAT IBM WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING N I D KING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER W > M < Z Z Z -1� 14� 0- 0- I I W LU 0- IL F_ Cn CO (D LU E-i 0 LIJ Ir 0� Lu LLJ 0 Cn DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1 "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. 7>7 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 VV IVAL- SUBFLOOR 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 t _ff7 approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST 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. L 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. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space, RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WPOI) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installedat the following locations: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: CE M N N A SELF ADHERED B & HEAD T I ST LL FLASHING JA FLASHING , SEE FLANGED WINDOW WER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 5 manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4. Conti in uously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. W R i B i 7.7.At built-in clutters. :LF-ADHERED FLASHING �TCH HERED FLASHING 2 4 5 1 FOUNDATION WEEP SCREED TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH VRAP DP WRB ONTO HE VERTICAL URFACE To TOP OF LANGEASANAIR ARRIER -1/2" INCH FLANGE HIS GAP IS A RESULT OF ATURAL SHRINKAGE. 0 NOT SEAL. RIP SCREED PLASTIC ACCESSORY SOFFIT/CANT[ LEVER LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS a er es s an arr er Lath Sheathing Stucco STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I __1��SF LATH I� A,\! \\ \\\\ 1, IP BACKE-R ROD IS FINISH X 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 ASTMC 1063 Building Paper -7/16" O,S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 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 S-_ C> C%A ILL- 4e. '1V �.V .D 3:-, W 5; 0', 0 0 0 - -11 - t_� as - 0 I LU C14 C14 To the best of the Engineer's knowledge. information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Editi n. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a LO W Co -4- E 0 00 8 -, - Lo N a., 0 ID It :�y- . U) 0 U) F.- PZ. - uJ IL u- LU 3: j3 Z _0� 0 � 0� 0 R 04 W W 0 2 F­M < 05 c� 41� cl IL Z co d _J r N < 6 =) 0 0 -1 U) Z W CD v 7, - 04 M - C> Z Lj; draft Q) 4--1 ro LLJ 0 U-) LU Ilk M U) U C) 0 (n C:, co Cl> Cl> 10 - Z < __J U_ cd- E CL 0 E c, 01 '0 2 Z .,c 0 Q 9 �2 00 0. 0§ C=:) E 8 .0 (L' WW W C/3 0 Z U.) 0" �Z. Z 20 en < W. 0 01 * wl 0 �z 0 �z W W (2:3 < 0 mi CD co 6J .2 C) 2 CD a) > 6 c Nt M 0 a) L_ N (0 < T_ Q_ 00 CD I__ Ca 0 U') C14 C) .0 N M LO 0 Lo ai E E N 0 Z ca Z E T_ 2 (L E 0 0 C) 30B NO 22-02362 SCALE AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gavi +112'X4-112'X2-12* Sm Anchor Schedule 14ck cross, support (May be cutto M Right Stadmi (16 Gauge) '14selfrDrillirg kClJNt.k)ttum Edge ('1701cal:3 in front) Washers Front Cress Support SelKockil`IJ2 Nuts, (May be cut to W) Left Braicket (16 Gauge) #14self-ooling-screftThru Birackii Back Cross Sunport Into A/C Unit Bottom Side (TWIcal- 3 mach skh for hurykane use) INSTALLA110N INFORMATION .Spoxi ItuaiLlunua 4odauctioa. AtIrIf""Vii With Florida Depeirtment of Business 8, Professional Regulation palm, I of I Building Codes and Standards ivioao?! ProductApproval Application Detail Code Entity Dole POA 0%, pimirdsho IWO TVDO voinson Manotfactioner COMM 1-1-tagi vandabad Ift Valli scerload rSC Acci Apier stalus Affirmall. 2M Strait Vent Pmducui, I., M.h.al G.b- H.-. F. N- P.E, Lacka Elowden P.E. 12MV2020 i2fl&2020 IMWO20 Approved Pa"gory: Structure[ componan I IS (877) 40-M FE71778 (�3413OD-1800 Subcategory: Prodi Introdtoed 86 a ROWIt of linfotsM84ventown N-T.ohn.logy C..pri". iii E.IuMi" R'port to. a Florida Registered Ardilhol wa Licensed Florida Prolosalohe Engineer QuailtyAmr9noo ApprowriltorUse Approwd for Use Irnow Desion Ali Number a,' Name Frodutt Do .. Man corkart Exam'stion Date In FrVH7 oubild, LIVI12 R.O.Wi 1 a "" *40-5 0 Dust Fti.bdon Flood a rd V-1fitior, V"t Imlaam yes Y.s NA .1001�100 2 SmariVent M.Z fil !140-511 Do.1 F­rflon Flood d Vnit.6. Vent 12131na" Y.. yea NIA -look 1 00 3 ftar[V.'t Model W1 540-520 Ins ulated Flood Vent IM,1121323 Yes Yes NIA -10DI-IN) 4 amartV.4 Model #1540-521 k­dsfamJFIcdV1 I 1201=5 Yes Y., WA +IOGAIDQ Sm.rtVentMw1sI#1S4Q-4�4 li Garage Dow Flood Vent 12G1=3 ybs Yes NJA WA ernii Mode]91540-570 WoodWadl Insulated FloodVant l2r�1123�2� Yes Yes NA �:10D)�,IN 7 Smarhraht Model #1540-574 14.5&qud: Garage Door Flood Vent 12GI12023 Yes y . WA NiA Flodda Departrilent of Business & Professional Regulation Ppe 1 orl Building Codes and Standwds 111411201 Product Approval Application Detail EtIldry or M Do 01130 pamnoff".0 owe T­ Women litainufroureir Cht, Submitted F8C Ainareval #,,,md atatui 2020 Drexel Metals. 1qo. Jaeoh sh.umar. Zadhaty R. Priest LOOM Baeldml P� E. all"1012020 0"912020 C612WO20 IV13=20 Approved Category: Roofing fii 303-1511 PE-74021 (3341300-1600 Roaling =t&l Ort. Evaturugf.0 Report from a Florida mod4toadArchlift!�ora Licensed Florlds Pmfo.lon.l Ei o., - QualiftVAssurame Approyodfor-Use Approved for Use tolI Destrin 89,19 Fromiluet Itiodel, Number or PQdwd Desatiodan Contract Explisi oats In IJVHZ OUtAds HV11Z Resistant tormut 1 Drexel Metal Roofing Systeri INC 11 DWC 15065, IIMQ 175s 0MC200S, 12/31RO25 yaa� No WA 101-180 ON05v Florida Department of Business & PrOasi Regulation Building Codes and Standards Product ApprovM Application Detail Page 2 of 4 lf2WO22 Code Entity of Dole AL Date Pending Date T-e Version 101.11.1acture Contact Ertalnemer & li Validated submitted FEIC Aisproval Approved Status Revision 20M Therme-Tru Cbriporallon Stsve Iaspe�aon Lyndon F. Sohni P.E. Ryan �L King, P.E. 04M 5r2021 12r3l rffl2D 04122J,?021 061QBt202l Approved CallegrolY Exterior Doom (WO) 847 $ PE-434M �61�I 767-65SS SUbCatirtiory'. swilging Eitterior Dow Asomemblies sjospersomr,@thermi Compliance Method: Ev�h_rstion Reportfrom a m Florida Registered Architect or a Licensed Florida PtaireWwral Engineer QualMIASSUri AporgVe4fai Approved far Us jimilipiLd Design Wi Embductli Number or Name Product CoscrIaton Contract Enlratlon Date In HVI4Z Quiside HVHZ Fresistan Pressure t a. Thernmi rlber�Cli and Smooth -Star t4..In.[6M/39;8Aquot;lrripac*wt: Opaque 12101=22 No Yes yes NIA ?_'..p.steEd9.FbexgI-Sin91. Dow (I " X - 2 a. Tharmai Fiber -Classic andSmootti No== N8quo0tyl Opaque 12131f2022 No Yes Yes WA Oomi Edge Fiberglass Single Dborwith Oidelitme(s) Ormwirbil/04hei XO, OXw OX0 hfigur.b.n.) 3 r, Thermst-Tru Pilber-Classic and Smooth -Star Nominal 6&2:8 &:�=uot Opaque 121al/2022 No Yoe yes WA Composite! a Fi gies; I,=, v, Iho Or gl=ts v�ithoutftslitm iinsim ii., 4 6. Tharmai Pilber-Clastic and Shrooth-ftir rn 3c.V�quort� Opaque lmomi�hai 8" " Il t�as "Zm&D 126112a22 No Yes yes i C.mpoalaag.;F`.'��M 0 r (In'&W40uai Xcarrigulvii 5 a. Themmai Fliber-CAasac and Smoath-Ster Nominal 8&939;0 &quoVmp"Ict&qupti Opaque 112J3112022 No Yes yes WA r -ompodt. Edge Fiberglass Single Door with adolit.(.) QrmArgtOuhoWng' XO, OX w GXO configurations) 6 f. Th-irms-Tru Fber-Oassic and Smstrth-SUrr us, Opaque ri No Yes Yes WA _Nam=, be "=uat: 1. Dow "th or vinhourt Sidelites (InswIngtGutsIatfing; X)Cw OXXO coftfigiurationai 7 g, Thermai Flber-G[asstr; andsmicothi Nominal rA#3 1 X11=22 No y es, Yas N/A [Imew 8 1 Therma-Tru FIber-Classe and Smocti NwrIMaI,6W30i6 &-quotirnpact;ii Glazed 12fal/2022 No Yes Yes NIA CZposfto0�LparWFij=1as4ShIi Do' r with a ke(a) X0, ox or OX0 ponfigurstionsit 9 1, Thermi Fiber-Classioand Smimbaith-Stat Komina][6",8 &quotImpad&quot Glazed 1213112022 No Yes Yes WA Yftaut Sidelibas or 0>0(0 configurations) 10 J, Themni Mori and Smooth -Star Nomfral,TrO� tl 1031=2 No Y- Yes NIA =.�Glszsd compoot di Door (Irs,i , rtli/Quitsi X owriguration) I I k- Tharme,7ru Masi and Smooth7ftr Nwrlihal WI39�0 &qudt;Irnpoot&i 014aedl 12MIY202� No Yes Yes NIA Compatte Edge FI 00grisaa E�kli Dow .11h Salelf Ws) (I insvilinglOuti X0, QXor QXO 12 1. Thermi FIW-Clasaio and Smemoth-Shor fiti &quothroacaqu6t Glazed i2J31=22 No yef� yes, NIA Composts, Edge Fiberglass Double DoorWth or ,,ithoutSidelites OrrvivingfOumvioing; )0i OXXO configuirationsl 13 m: Tharri Fiber-Classlo and Smorith-Ster Norninal Sgailagi &quotl rnpacti Glazed Molded l2tw= No Yeat Yes WA iI.EdgiaRbvrgfsssSfingIe.Dow =Cwh tfg2=gi Xconflituraboull 14 n, Therma.Tru Fiber-Cliassic and Smisoth_Star Nonfirial OW59,'8 &qdai rindaurdi GIOZW Molded 1213112022 No Yes yes, WA Open Composite Edge Flibegil "' ' r ' ' OlazadMolded Open SI4.1flai xo' ax or OXO­nfigunatirmsi) 15 a. ThermaTru Fiber-Cli and 8mocthlStar Nominal 6&#39:8 "imatimpac*uot; Glo'ed Molded 12(3112022 his yes yes, NIA Open Campbells Edge Fiberglass DoublaDoor vAth or witrubut,Glazed Molded Opern Skieliles XX ar WIN* comfigurittions) 16 p. Therma-T. Fiber-CII and Smooth -Ste, Nominal 6"391 &qu.tlmpa,,o1Aq'iot; Opaque 12mr2m No yers Yes NIA Ownpors,tte Edge Rlsorglass Santa Door with Molded Open Sidefirbe(s) 0rm*ingtOut:6,Mng; XQ, OX or OXO cordiguiretions) 17 q� Themmi Fiber-Clami and Shmoothrar Nominal,6843C�;8,&quotlmpaot&quc�t., Opaque 12WOM No Yes yes NIA Florida Npartment of Business & Professional Regulation Building Codes and Standards Product Appirdi Application Detail P.S. I f 1 IN2021 10i ii ii i mat Code INA 21111 TVN Version Ifistraffuturor Pont engineer & 1i yelidated EN validated Submitted F5C Agorml Absolve Status Frovi.lon 2020 1 Industries Jans R-41 M1.mI­Dd, BCCO - PER Miaml-D.de, EICCO - VAL 11110/2020 1 OrW204 W24r= Approved Categi Exterior Dom (941)48131 (786) 315-2590 S�I,Cataabry: SIdIng Em4i Assemblies Co,pnia- Method: C.Nift.11- UrA . Using &AA ��ftXggyl. Nwinharrarr Me,, 13'.dutct Desolator, 9 70 Large, Missil.ipct) Vinyl SlIking (Va. Dow ty,Ajusuranoo Abuthaved fair Us Awroved for Us 111111i I In HV*IZ Ohod, HVH jrom� 4111420211 Y. Yes yea Category/Subcategory Manufacturer PFroduct Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm FF!ber-ClasDsic IFL20461.1 A. SWINGING aTru and Smooth -star (NONAMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star OMPACT) FL2046,8 +67.0/-67�0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Sedes 420 F Ll 5332.1 - FLI 5332.5 +40.0/40.0 psf 12/31,/2024 PGT Sedes 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Sedes 800018100/8200 #1105 (8X7) FI-82483 +31.0/-35.0 psf 12/3112023 Wayne -Dalton Sedes 8000/8100/8200 #1123 (16X7) F L8248. 10 +30.0/-33.5 psf 12/3112023 Wayne -Dalton Sedes 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Div4sion of AADG, Inc 607,707,727,747, and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see inst sht) 12/3112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sedes 185 F Ll 7499.2 +60.01-60.0 psf 10/812023 PGT Sedes 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Sedes 188 FL15351.1 +55.0/-55.0 psf 2116/2024 C. FIXE D MI Windows, and Doors Sedes 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Sedes, 5520 FL2415 N/A 4/3012025 D. MULLION MI Windows and Doors Sedes 5764 FL15353.2 N/A 12/31/2024 PGT Sedes 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL1 3192.1 - FLI 3192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1-FL15272.2 +75.0,/-75.Opsf 12/31/2023 A 1p,ha A lum I num, Inc. Sollid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124A NIA 12116/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29(2023 C. ROOFING FASTENERS NOT USED D� ROOF VENTILATORS Thompson Arch Metal Comp. Off, Ridge Vents FL16918.1 - FL16918A NIA 9/9/2026 Flodda Metal Products, Inc Vent RVIO FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galwnized Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12/31/2022 All Amedcan Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/3112022-2 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Stmng-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss PI ates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A NIA 5/21/2022 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business & Professional Regulation page 1 of 3 Building Codes and StEandards IOM22 Product Approval Application Detail 92a Entity Date Data Oatibef-finding Deal rinee Vervillon Manufacturer Cori Valloalled vallclated Submitted FaC ApproW Approved 1=2 Re,ii.ion 2020 Themla-'rinu Corlewation SWeJaelporson Lyndon F. Sontria PE Ryan J. King, P.E. 07rM200 07112QD20 07/2912020 1011312020 Approved Cabegi Exterior Doors (800) 843-7628 PE-43409 (813) 7ST-6555 SubCat000ry,'Swi Exterior Door Assembles siasponsen@thernretruac CiondiellanewMathod: E�alwation Report from a m Florida Steglzberad Archtect or a Licensed Florida Profession.[ Engineer Way Quality ArniftiMiltne Approved for Use Arioroi for Use Irroart Desdom sea 9 P_1 Name product Dissertation ContratetEXtIlrardon in Ii Outside HvHZ Resistant pressurle 1 T7FINUMImarar =d� ber-Cessio and Smoarth-Stor Nominal 6841 ifiquadmigacti Opaque, Composite Edge Fiberillams Single Door iwfr= Yoe Yes yea WA 2 lo� Therma-Tru Fiber-Claosto and Smooth -star jImsWhg/CWs*nai X �wrfiil­ii.nj Nominal 8&#W. 5 &quc:.Impaat&qudl;.Q*1w Compoolle Edge Fiberglass snple Door vath IMIQ022 Yes Yes, Yes NIA 3 o.rherma-'rru Fber-Claselo and Smouth-Star Sidellitte(s) (1n0,Irl21,0.t.Mri XO, OX or CiXO, configii.rentans) Nominal 660t!IO;1� aquoLImpacm "al; Opaque Compoorto'Edge Fiberglass Double Dow vAh or 12131/2022 Yes Yes Yoe NfA 4 d: Tharma-Tru Pher-classic and smooth -star vft.ut Sklefffies (Irl�lrgiGubsvAng; XX or OXXO configurations) Nominal 9&#391, 0 Rquot Impactiquot, Opaque Composite Edge Fiberglass singlee Door 12tall r= yes Yes yes ITA 5 o. Th--Tru FIb­CIaK.i..­I EmothzSw (InuMngfOumvrini Xcenfigurinion) Nominal S&#39;0 &qua1;Jmpc1:&qut, Opaxrue Co Doorr-d' 1.2)31r2om Yea, Yoe Y6. WA 6 f. Therme-Tru FiberZIassic and Smooth -Star SiLpriatE I la� 'Z . . ". .'0 configurational, Nominal 8W" &quot;Imbact&qum; Opaque Com I Edge Fflb r";s Double Dow 41th or 12J3112022 Yes Yes Yes NfA 7 g. Ttmixami Rber-Classle and Smooth -Star .th=1'1dai (In n conflijiurat,.Z6 Nam na, 6& &qu0tImp2ct&qu0,i Glazed CtimposimEdgm Fiberglass Single Door 12J31)2022 yes yams Yes NVA 8 h. Therme-Tru Fiber-Classio and smactir-star amirnfingfOuesvitinu; Xconfilijuration) Nominal Squotlmract&quot, Glai comp.eirb. Edge F; hime 0 ' D'�'r Ath g% . JW1121= Yes Y'm yes WA 9 i. Thermi Fiber-Cloi and Smaoth-Sbayr Sldefite(s).ilni n:%. configurations) Nomin al 6&4*8 StIvotimpactli,quat, Glazed Comp"I's Edge Dulle; Dow With of XXa,PXXQ 1213112022 Yes, Yea. Yes NIA 10 Thermai 171ber-Closslo and smoathi mill aonfig orations) Nominal 8&#39­,0 84ua�lmpact&quat: Glazed CompoefteEdge Fiberglass Single Door lval= Yes Yes yes MIA 11 k Therinn-Tru Fiber-Qlassle and Smooth-Stor (In-Ang/OutavArpir; X configuratiorn) Nominal 499,WID &quWmpQct&quot; Glazed Compostei Fiberglass Single Doomah 12J31)2022 yes Yes yes NfA 12 1. Thommi Fibmmr­Clasai� and Smooth -Stair Sidelw* 41newilwout-ving: )(0, Oxw OX0 wrifigurafform) Nominal 1"1:,.. q "i'll' quo" GI"'I'd C 'ce. r 'ill or am =d 1,1)�,laas Doti Daww, JMI&022 yes Yoe yes Ni 13 m, Thafts-Tru FiberClassic and Smcmsgr�Sbmr VvilthoutSideli (firloWnII/Outswing XX or Q)OI0 Corifigorefic, Co &q=E'ge Fiberglass Slngle-Door�Ath Inalmotlikoluot; scellte(o) 12JW2022 yes yes yet, NIA 14 In. Tharma-Tru Rber-Clossic and smooth -stair (InwAngfOute,oing; n, OX or1OXfj config unatmoms) Nominal 6&#31 &qu*hrhpaoNi Opaque .mposite Edge FI berglass DM hie Dow ft 12W12M yes Yes Yet NfA 15 0. Thermi Fi ber-Classio and Smi &quot;Non-Impad&quot: Sidelites (I n5WWOutsW 0 0 ratio I 2�oirni . 4wot.Imjmct&quot; Opaque Composite Edge Fiberglass Single Door witin nQ; 1=1=22 ye* Yes Yes WA 18 P. TI'mifiI FI ber-Clossic and Smooth�$tar X0 " OXO ""' -'a) Comp oo"`�Edg: FIbo,.,tl,'s Do ble All LI1=1 , 1213IM22 Yes Yes yes NIA 17 q. Thohmi Mb­Ol .. ia and SmaoffSi kwl.-Nw� .1dall hi ts.An imp '. , OXXOM4,guration) Nam m I I. " hPle Dow 9; Yes Yes No W 18 r. Themnai Fiber-Climato and Smoth-Star OrmWroDulsvoihii X configuration) Nominal aquotNw-Impad&quct Opaque Qomposit.fog- Fiberglass single Dowyoth 1213MO22 Yes Yes No WA 1p s. Ther�nnmi Fiber -Classic and SmothStar Sidelte(-4 orisvAnWOutaviing; X0, OX or o?(O configurabono) Nomina],Ug�g;Sgq�tNon-Impa�tgquot Opaque Double D�w%Mth or 12)3112022 yes Yes No WA 20 t Therri Fiber-Clawic and Smooth-Shar �11Z'19�11011.lut§wlrrg XX or OXX0 Configurations) Nominal 8&9.%,04qudftn-Impci Opaque, Ompo*le-Folia I'llbarganis Single Door 1 W3112022 Yes yes No WA 21 u. Thortmai Fiber-Classio and Smooth -star (I­ing/Outai X canfigurai Nominal 8&#39.0 gquot)hlon-lmipactdiquia� Opaque Composite Edge Fiberglass Single Dow %ft 120=2 Yes yes, No WA 22 V. Therm.-T. Fibem-CI.sicarI S.-th-stal Sidelibe(i) InavringtOubsWrig: )0, OX w OXO at Non.'Iinui 8 &9..tN­lmpbcAque, Opq- Composits, Edge Fiberglass Double Door Will or 12J31=2 Y.'� yes No NIA Z w Thentle-Tru FibarChiii and Smooth -star vathaut Sidejites. f1hirwing/OutsWingi; XX or OM =Rut"In"'g:8 &quQ�,NQn-Imp;i Glazed Composite Edge Fiberglass Single Door 121$112022 Yoe Yes No N/A 24 x. Therme-Tru Fiber -Classic and Smooth-Slar (Insvoini X pariffigumberij Nominal quothlon-Inipact8quot, Glazed CtIm osito E g=�Slngile Door 'Ath Sdaf X0 OXor OXO 12J3112022 Yes Yes No N/A 2�, y. Therma -7ru Fiber-Oassic and Smatrib-stor , cofifligurarthwI Nominal a &:: rintimcmquot Glazed composubse R I=Iouglo DowWth or 17J31n= yes Yes NO N/A �6 z. Thermh-Tru Fibor�_Iaei and Smooth-slbar Wthout Sidellbes (Inwing/Oui XX a OXXO wilfig"' ti s' Morthiholki Stuot'Non-ImpooMquot"Glaxed C.", f9borgi 91H I. Door 12f3l)2022 Yes yes No NA 27 za. Therma-Tru Fibor-Clessi. and Smooth-Ster (I'.. i X conliguratial) Composite Edge, Fj be 9 %10 Door With 1213IJ2022 yes, Yes No i 28 A. Thmsmrra-Ttu Fiber-Chussic and Smeadr-Star no; XO, OX or OXO configurations) Norninol i Artuct:Norl-Impactliquat Glazed! 12r3l=22 yes Yes No i Florida Department of Business & Professional Regulation No 1 sf2 Building Codes and Standards 15=21 Product Approval Application Detail Colo Infibror care Date, two Pahang Date mm 'yorni manufacturer Contact 8nalmum-A License Wimi IN Validated subinfitart FBC Arinhaval A,-d St atut Re"I"ib, 2020 MI Wndft-1 find Dom Brantafty Luis Roberto Lomas Meman M. Urich, PE 1WEV2020 IONW029 lailentizo 12JI56:020 Appraver! Calegi Exterior Doors IT17t 361 PE-02514 (717)317-M54 SubCategarr. String Extarlor Door Assemblies baltling-O.W.-osm Cognii Illethoct Evatuallon Repo. Irom a I'Twid.Red arsdArchhadore I-Imsed Florida Rr ision Engineer QualltyAsouransai Appria"g1jigrusor ornottod for Use IMP46t $Do# Prod uct 11torik tturnber at Name Product %serious COntradt Exii[rallon D, In HVHX oulaWI4 MZ 9011 Pre"uhl 1 SERIES 420ALUNNUM SQD SERIES 420 ALUMINUM SOD OXO 1MI12024 No Yes No NIA l4S-314&quftS0&gi NON -REINFORCED 2 SrHIrS 420 ALUMINUM SGD SERIES 42'-ALJJMINU M SOD OX XKI,)O� 12;31t2024 No Yes N. NIA 96&'iu.t;maa&quat NON -REINFORCED 3 SERIES 420ALUIMNUM W-Z REINFORCEM SERIES 420!.kLUMINUM SG0 REINFORCED OXO l7r.WZ024 No Y_ No WA l0-,314&q.d,,1J6,&q.rd; 4 SERIES 42QALUMINUM $Go REINFORCED OERIES47CALUM[NUMeOD REINFORCED OX IM1120241 No yes No i 0, 966,qu :dsli 3 $ERIES 42QALUMINU M SGO REINFORCED, SERIES 420 A V IN U M80DREINFORGEUXXX 1213112024 No Y_ No, N/A Florida Department of Business & Professional Regulation Pg. 1 of 2 Building Codes and Standards IM2021 Product Approval Application Detail Code Det. Daii P,ndl,a Dole 7V- Vamlon manufaetur. Coosa Engineer & Umns4 Validated EW Valldsted Submitted Fac Approval Aoj>,-d star- Remmon 2020 Wayne-Daltori dviih of 01 us., D.ryn. K-ih I.hh r. sodas Janney P. Arneson, P-E. 1011,212020 OV2912020 lorlwo2o 12(i5r4= Approved Parripwal- (3303763-8121 PE-511?37 (904) 821-5200 category, Exterior Doors dkrmn"wriyme-daftbn-� S-bCatwn-ry! Seed—[ Exterior Door A,remble. am C-ropiferdo Nothial: emol,,ritich Report fro. . Floille RegillonedArohitset or a Licensed Honda Pn5tesslormal Engineer 4 Amr,-d far Use A--,d far Use Irremact No - Sing odA Number or Nam Product D-ifieflarn In 110Z Outside Itestatent Pressure 3 =11' So . 0018200411105 9&M: Nam width. 149#3g; Max height. Glazing IM1=3 No (a, Y0 -31.00�35.00 k"110i in ton of Intermediate station. 10 WQW810"MO #1123 1W39; Mami l4M9: Max height. Glazing 12131(2023 No Yes YPI avallai in tap " Intemammighile sobtlon. 11 600001 06182CID #1124 lmm� Mxx�Adft 148#39. Max height. Glazing UWt2023 No yea ye§ �34.40t-30.30 e'ii In top or 8-# Praditgt Model. Number gradual Desodi ControrA Fairation Date IftHi putoldo 14VHZ Ro5ji 1 607. 10T. 72T T47.757,t�tod W Slri Petra .1 Flush. Glazed. and i-suvereol sIngisand aerre of l2fMa= ya� Yes yea Doors bdim Metal doom- Mi Department of Busirlesst Professional Regulation Building Codes and Standards P.g"I d2 C.d. Entity . cat. cat. Det. F.ndl.q net. MM Version fiftenufactum cani Eirmal.es, & Lloerna. Validated Bv Skiturri F5C Age," Araravad 111111611 R0,40mon ZD2o MI Windows and Boot's Start stinger American Architectural ..on M. i PE I V1712DA I Itl 712020 1112772020 Approved cat-gom, 1WrtdbW$ 171T)36i M.n.ftsot­,, Aaw�uhW 1717) �1?-11434 subC111090fr. SIngle Hung batuingerelfil-11d.e- c Onipilan"filleth0d: CK111106i a Listing Quali A.- A..r.,.d far Lise A-relvad for Usit Ii Deal.n AMA Citilitittift In ANZ OuI Hi Resistant Pressure 2 IB58H 52X72 FINRAniger Fratne JGISG Single Hung No yea No +601-60 Laminated Glaw Cn > 2 Q_ Q_ 0 0 11 CIO CU 0 c:' -CIO -0 Ch ja 0 2 = = 0 a) 0 0 M LL_ 0 > !E a) Cn E " 2 M -0 40 .= C/) (11 j7- C:) fj C= 04 ILD D C: L) I- CIO (0 0__Q F_ c 0 0 (n L. QD E 4­111 C_ Cn > 0 > L_ CL 0 C:L 0 U) M < LM W < Z Z SHEET NO. PA 1.0. Florida Department of-BusineSs & Professional Reguetion Building codes and Standards Product Approval Application Detail Page 6 of if 10f6Z2 Goda __ M.Lktanse = Data Datirlisendlito Dal T_ Version Manufacture Contact Validated validated Supmaded Fall Approval Appally,act Blatuns Rel 2020. Ther".T. Corporal Sbavat.�Jpspsrri Lyndon F. Schnnidl: PE, R)II King,_',E. 11 1 Q,D7=1 0911i 10,11312021 , 12II15=21 Approved qAtilegil E;iiii Doom � (8M M�.-76213 PF43409 (81 3) T67-6566 I I � 6004tegiori 45Wrtl EdbefiI Door AlissOrnblilaS � stasperson.4permatru.co Complaralatitirri d:12"turil Repartfiam a m Florida Regat.ad Arolirtact 'or a Uoishised Florida I P,roftissiol Engineer ' - I � . ��' ­­;�:' 1 ­11 " '_�' - I I � � - ­ -, ,. , ­� � , , , - . " , , , 1, �, ,� � : � , " I I 'i I " -'��­..­ "' � "I�� ��' I �r . " , - , ' '_'_ ` 7 � � I 21 ' _ , " . � � I , � '� , - � I _ �",; " � I � I . " , I I 11, I �� , I I �' , , '_� : , - . - I 1, 1, � I , , _'­.' I � - _ - 1 , -i Z_ �_ I - , �' ­" ­�­'_'� ", , ,. � - � '�. -, � �' , , " ''� � , !'� ,� � ­1 - � I � I � , - . , I '' � �� ��� �' � Quality Assurance : 1_ " I _�� � "' 'I'll �, � - _1. I �- I , , I I __1 '_ I :_ - 1, _'1183 � Artardived for use Approvedforl � P, , I ,� - ... ... 11 , "", Impact 1 , , 'I- Destan - �' I - , � , I '�'� � '' , 8_# product Model, Number or,brairre Firodulat Description ContractExpiratlan Date in HVHZ Outside HVHZ Resistant Pressaung 1 a- Thermal Filber-Cell andZintooth-Star NomimIO&IM.8&qtpp,�'Non-Impa,ct&quot Opaque jW1M22 Composite Edge FibertillitaisSil Door No Yes No MIA 2 b. Thermal Fiber-Clal and'Smooth-Star I � (Inaven 10lubalvAinglXclinfigunsibi N.Min..96&40;8&qu4NO�-impa.t�quo�Cpaque 1,261/2622 Composite Edges Rberg lass Single,I)tbor with No Yes No NIA 3 r Thalrm-7ruFibe.Cto,s.lamndSm-,�otK-btor gi6allrsi (foWrioQuissiviliag0bi axol nonfiguirelorill �ftm[hi.IBM39;89A;j.t,,Nbn-],moc.tB�quot Opaque 1?1i FibeTblass, Composite Edge D&II Door vivith or 'No Yes NO MIA 4 d. Themnal Mber�Clal and Smooth -Star wiffioasiddlitids (InsvilingoutgWnit: X)i 0= I confitluration. I 1 Nominal 7",l) &I Nort-ImpaclAquot Cpaque IM112M Composite Edge FIbBrg less Single Door No Yes No NIA 5 el� Thermtel Rber-Clal anciSmooth-Star � (I milivilingfiDurtay,ft X cantrIguration) Norritic.171listi9i9i 8cluct:Nbn4moAct%qm.� Opaque 12Ji � , C.nipicAtle, Edge Fiberglass sirklill with -OX I No Yers No MIA a f. , Theimi FlIcar-Clasalk, at-d Smooth -star or OXO o9rifigyrational , , Nominal a&05�;0,,atiuctNqn-i�lpadgqmt,.Opbique 12;31 r�022 q6niploarte Edge F16eirglasisSingle Door No Yes No MIA 7 g. Thermal Fiber-Classicrandsmoothi onsvilimill/outiewl X configuration) Noml 8all �quortNon-Impolatil Opaque 12J31=22 Composite Edge Fiberglass Single Do6ivell No" Yes No NfA 8 h. Therml Fiber�Clal and, Smoath-Star Sklelita(s) 0haWnglOwheiving,l OX or OXO configurations) � 1 I'l,korional 69#39ll) &quot,NDn­In1paCbl Opaque 1213ir2022 =Edge FicarMlesm Doubt. Docr Wilt or No Yes No MIA 9 I- Therma-Tru Fibler,01al And Smooib-Star elities jInm'(%�Obt0WnO; XX or QXXQ comfigurations) Nominal 60i &quotNIon­Impac*u&..GWed l.-Va1=22 Composite Edge Fiberglass Sirgie1loor No Yes No MIA 10 J. Therml Fillber-Qlal and Smocitil r (fr"h�iOu�.w*;')(co6iigurLtic,4) No IrminAZUSl 4ilittlillor,l mpipatitirguot�,Glawd 12ali!2022 Composts Edge Fiberglass Slingle0cor vi No Yes No NIA it k Therrma-7rit Filter-Classe; and Smocrlh�Star adelftell,a), (I rorningloutswing; X0, OX or OXO configurations) , Nominal 0039;8aquotNon-Impacttiquat Glazed 121�Wl Composite Edge Fillovisital Daublis Dcksr,�Rth or No yes No NIA 12 I_ Therml Filber-Clasaic and Smouth-Star vellnow sicietites.�irtav�'rfgt.b,utswi6�;,XX or OXY,O ndirliguratons� N6mii6i78kg;O&quc�tN,on-IMpact&qu6t, Glazed 1261ill Gompoel Edge, Fib,virphiscal Ill No Yes No MIA 13 .. Theono-Tra Filbser-Chissilicilmd 8-thi , Onartminglovital Xcionfigural Nosmni-i �io4l�;b&i�ot�N6,1�mp�.*..b.�O�...d 12131=12 6ompositieFdo Fiberglass8hutle Doorvilith Ox No Yes No NIA 14 n. Thermal Fliber-Classla And Smwdh�sbar SAdelftella) 0 itswingifouts'Arig: XO; or OXO configurations) N6Mr�al�g&*39:0&quotNon-lhip�a,ct&quc�I Glazed 121i Conti Edge; Fiberglass S160 i6 Door i No Yes No MIA 15 .. Thermal Fiber -Classic and Srocath-Stal, oAgw�nwouft�whg:,X,Cix�ibut6dq,n) � � N.nrhel itillitni Souctlinin-Impsectilliqui Glazed 1=1 I , I Composite Edge Fiberglass Sing 10 Obor vivth No yal No MIA 15 p. Thermal Fibar-Chell and Smooth-Slar Sklelite(s) (InsvilinglOwnrViii XQ' Ox'or OX0 conligunti I Norrierval SUI &quct;Non-I mipacitilqui Glazed 12131ti =� rd g a Fiberglass bibubtill hirsith or 6' nes No, I Yes No MIA � 17 q. Tfiermal Fiber -Classic and Smocith-l5tar . V riswfing.'66tsilivi in 9;';�k . r.aXiciti conligurston', Norminal iiiiiiii liquoL.Non-ImpadSqui Opaque 1251/2022 Carol ' Edge tellisterg";Single Doorwith No Yes No MIA 18 r. Themil Fiber-Clawalloand §mcoffi-Sbur Tra=irba mm(InsWnVOutaWn�:Mci-nhfioura6w) Nominal S&M;8iliquotKon-Impal Opaque 12131=22 C-p.0t.rdg.P7ib�gl*-Si�SL-0����Ath No Yes No MIA 19 A, Tbermi Fiber�_Iaal and Sirrioloth-Star Sidatithe(s) .�d7....mfl-�,inl,U.�.A�,91C)IXC� drox-or OJOXO cohngureal Nominil6WB&,quot;Non-fftp�,c(&quo,t* Opaque j?1I cornicoate Edge Fiberglass Sihigle�Dcoi Wth Ox No Yes No IMA 20 t. Tharml Fiber-Claacalic And Stiliaoth-Stictir sldaige��) (inswingibuiewingi Xi or'qtip citritinumas Head And SI(I obillilgorattisirl Norninal l3titill liliqUarril.n-InVadlitiquot. Opaque 12(i Compoethe EWIIIA Fiberglass Single,Dcoll k0.'Ctx bxo No Yet, No MIA 21 U. Thernia-Trit 19bler-Clasil and.Strocith-Star Sidelill 0 litsvilingloutsvidni a Continuous Head aN Sill wiffigunadol lihomi"I&IIiii iliquic0dit-ImpsoMi Glarned 1213112022 ComposdisEcil FibarglarisSingle Dbar�vvnh ScWibs(&) OXO No Yes, No MIA 22 v4 Thern-o-Tru Fiber-Caussa, and Sorkloth-star. I � nenvIngpOutel XD, OX or Carritirl HAW Arid Sit configura6pol NomihalOW�S�0&quc�Non-l�*6dSqubt Glazed 121i C�omp.�iL�E�[CePiberg,le�5iSint;i�:6 virth . . No Yes NO NVA 23 w. Thermal FlicanClasslo and Smoolihi Siclegbi (InswirglOwberill till OX or OXO Contrima.sHal arid Silt coriNgurations) rorohnal &iIliM§;3,&quo�Non-Impactt1q6bt Opaque 126W�2 Composite Edge FilborglAss Door Panels lill Vented No Yes No MIA 24 k Therml Fiber-Classlicend Srroctfir-Star aide!*.) f[rislilvitRyOutivitil XX.',)b'X., XM configurations) Nominal 88#30,,D iliquorNon-Impactiliquot Opaque 1,M1112M Composite Edge Fiberglass Door Parreelisith Vented No Yes No NIA 25 y- Therma-Tru Fber-Cesslo and'8mol r adelite(s) ihnsilivinglati6virl )60(oi ofiaorati n.) � Nominal 1130i 8 &q..t;NondmiAAc1&q.ct, Glazi Inir2m CornpositeEd�6FIbe�rglanQaorP2riel&MhVont6d No Yes, No MIA 20 7, Thermal Fiber-Classicandstricorth-Star Sid.lka(o (InaverillifOutieviiini *�*Otor km coryfbiunations) Nominal �&#$P:O,&quot;No'n-Imija,ot&Ouut; Glazed f2r&.1l2Q22 CoirlPtisillb Edge Flbl' tall ' laWthVilintaid orPoil . No Yes No NIP, 27 za. Thermill Fibst-Classil Smooth -Star adplr.(.)(t6iWngfbqt���g'xKworxxxx configurations) Nominal 6&'if�gg,,B&q,tMNan-inipact4quot, Glazed 1MI12= Composite Edge Fiberglass, Single Doorvitth3illill sclefill X0. OX OXO No Yale No NIA 26 . z�lb. Thermile-Tru Fiber -Classic and Smokui i)nstsAngibutsvilifirl or ponfigurrallons) � � Nominal &I 86cluct,Non-Implact8quot. Glazed 1 W3,112022 Composite Scile Fiberglass Double Door,Mth No Yes No" MIA 2q Zip, Thermal Fiber-Claill And Strinot,th-Star 3&AU;0,9*4ibss �rlsvvingifi)utsvobig' OW corifiguravort) Nommvlj.�Ilsl liliquo;lNen,liripasitlilli Glazed 1,215112022 , Composite Ediie Fiberglass Single Door .kh S&I No Yes NO MIA 30 zol.Theorml Fiber-Classio4ndSmooth,Ster adeinsi (InsvilingI06isviling; XQ, OX or0lb oarrfigurafi�nq Normal 134#ag:O.&qut�tNo6-impa,ctSqL�t, Glazed 12ii Corinposda, Edge FitcangthersevDaulte0oloi 3USi No Yes No MIA 31 ze. Therma-Tru Fibler-Claselicand Smooth -Star SIdelifies (insWrWOutelvill OXXO confloural . 1 Nominal TAM;O &quctNon_ImpaoMqLict,,Shaker 121311f=2 . No Yes No MIA Florida Departirrigni Business & Professional Regulation � Bulldng Codes and Standards Product Approval Application Detail Fill cri 11I imommmill�i��lilli!liililililll!;::il;I i� 11 I ilil:lll 11 '' I rod. 11 NMI ii:­----- ------- - -------- - - - - arm Data two Do Parl NNIMM 2" LM Kg= Wrions.tuals, Contact Enornearswcares � Validated Submitted Fall Ac-lial Angel Will Re,slon 2020 Libirl K-tirtne oelley James L. guakner. li Steven N. I PE 41/2312020 11/231i 1U2K020 ding FRIC Arl catiIiii cool (51)400l PE-31242 (ZIT)'317�"54 Subcategory. Rocritnit AcolesIort that Are an kielleyolormarcocom Integral Put arrive RoblInti-system Compliance Mal Livaluarlort Report from a Florida RegetaredlArall ora Licensed Honda Professional Engineer I . � I . - I , - � , � , � - . �_ �4*14iilili;�Igllii�iiii,I�'� 1 , I , .- , � , . � - , -, __ -11, , , " , 1 �__ I - I - __ - I - - : - . I , ` - _� - - � ' �' I I , ­ ­11, - - I -1 - � I I - �__- ,� ,� _- , : - , , '' , �,­ -�-�--��"--A - , , ­ �" -­ - , �� � _"' �' � , � ��' ',I , , � � � ­_"; , :.1 � � , , y . 11 I �' � �' - , , - - I", I , � 1 :� �:' '��'. L - :l 145� � - I - 11 :�c . - - ',1 ;" "z'_-� I , - j , - ., � � �- � __� -1 .' x I I , ,� -, "'_' Quisifflitiliffiaccufaince - 11 - I - - , , - I � � �e "� : - � _�_ I I r -11, I ., I I- , Appro"d1or Use Approval for Use � , - , , I , � � , , I . .1 L"�__�_'_'i"7 . Impact Doom EaLi Product moi Numbur or Name, Product pascirlaill Cacti larrIlindlon Vat. 1, Fivil Out I sto. Hvi fies'-sl eirel 1 Deck-Airl DA4 or 7fill Di DA,4 Lovr Posts, Polyptopylism. Il Roof Vent 1211tili M. Yes 14. 107547�5 WichisnicalivAteel to PIM.d back: I Florida Department of Business & Professional Regulation Paget of I , , I Building Cottles'airl , andards 1 tisil Product Approval Appillcaition Detall — 22& ___ � isnithe al A" okl Date Pinudinar 2d, Mal version marturatter Contact throaniers Ucense vaildill by validated mmill FlICAppol Asocrov am Afflimallon 2l PGT]ndu'*I" J.. 13--dill Pill Died. MCCO - CER riginirl-Il BCCC, - VAL 11)05020 IIW4020 111111i Approved Cat.goon."ind— I � 11 , (94f)466-oilto (78s)?1l5l . . a ari ligarr.sIrrijI.Flunit hipinswild6pigindustfleem Compliance Method: Certification Writ or Listing I on , � , , - I , , L � , '�,,"�""�",;�",� 'L�­;�'�,' I" .'r ...... �"""" - - , , , r �� �'_" �' ", ' :' I ' ' "I, , " , , - '. :i _ I , 1, �, 4gM - -'T�"" :I � , � � , - L , � - � , , �' , I , , -, - , , � . e .' � I I �' ,�; " � - � - - " , � , " , .' : � t _' - - ',, I 1. ' �'��"' �� , �rl �'�' , , , , I 1. , , 't ", "", ,,,, � , �. ' V �11­'� ;�' ,'. � � " - " � , ' - �, � �'� 115'�""'�", .""' , ','4", - � , 1, .. � "" """'ll " �� ' , , � - - ' , � �' , �" , , , � 1� , , � I I '� ' � � 2 -, � , � , , , , , � , � , : '� 1; - , - _: ., '� , ' rl�' , , , - , , , �4;1 �", :� ";' � "', - " , - '� ... �'_ """, "I ", � , ", , � _ , � - �� �"�'�'; ,:�� : _'. , - , � , - , _� ' I -�"�' �Z' � 1'.", "�_�' ", �'� � " ' � , , 'T'� , , " , �� ""_� �� � " ", _'� "� � , I : 7 ", r ', � ' 11 ' , I "', � , - � , � , � � ,", � -'-�� ,,,, "�"��' , , 1, " "', � I , � , % , I - , ,.' . � ,i , � , , , � � , , , , , ,,, - I " � . :"� : �;' I I � , , , � I � , , � � , 'r � , 9��� I 11 I �� ; 'I ,% � � - ," --"-'�' , ,- , i, , � % �� I INA product Model. Number or Name product itheiverhoillon A-vielso'll. AiscravilialfwUm jiggaict Deal contract Exionsicirritent it, Mvli Outside HVH R"W.nt Pressure 2 FH5SD0 (Large liffiesift. rrnp.d) � " Ste � gs,Hu.gVvl (17MQ025� Yes Yes Yes MIA Florida Department of Business & Professional Regulation pisse I at I . 1, 1. Z BuildirrigCoditas and Standards 102021 Product Approval Application Detail -a Enfity or 2" 9" Dal Panels, Dad MM Veralon hilartuPwbureir Carried Elrealin- & License V,fWab,d si Validated submitted Flic Ausyrovial Al it" Affni 2020 PGTod,si Jan. Rb?6-Rl Ml-&O.da Bi � CgR ?4ArrLttadA9CCO-'VAI_ I U06M120 1 1p5f7t)20 11111t2Q20 Approl caleaw orvol �9'40486-1)11)r (7tpi)'3I5-?5W 9.1,012"ittry:'Fivild jrosAirsklabblinchusi I Con , plian-Mill Cartilosititri Wrill' or Uling .in lil���' -_1 �' I , �' � � I �' _._�­.,'��' I ',',,I -, J' I - __ : I � " � , " ___ 11 � "." � I - , - I -1 - � , - - - `� , -, ' � r: � ��',:, -, " � -�', _� I", - �;� �' -, '�� 1, - '_ ��' , ", _� � , , � � , � � � , - I _'_1 _ � - � - � � '� 1 2 I- � I - � � ��_ , � li: , I - i� � 1� , � , " - -,-- - � �_ - , I ­" , , , -, - '__ ­":' , , I I , , �� �"�' ,"!__,; : ", � � - - �'7 �, ' '� , � -1 - "T: ��_'� I , v' � "" - " , �' ��"' , '­_ �' � � "� - , " . ...... . ;�'�' -, , " - '�', �'�'__ " , - � , - '_ , � � ", , � , , '4- _ � ­ �t I , " I - , , __ L, --- - _ I , . . 1.1 __ I I ­ . I - __ , - - Qual plisswMea AcitarinvildrisrUsill. Also-ad-fial , Ill Deal as. At Fill Wi Number ar us- tiflon Cordl Caw I. HVHZ outside H I Realarant P.- 5 PW-5Mji hill.11. Irripacill MMFI��Ilzdclv Yes Y_ Yes MIA code mm 16aniii AUW,,ti,- Revision 2029 Mt Wnd,Oesl Done cersi Window PUbCabroon, Mal Sid ' or Coniplial Malhod: 04riffloadpri Wit crj�tfflrl 1� I". 11", 'I", � -"".�_�I'� IiA " � ��I',� L , L � � � � " "I - , I " I I �' , e�' , I - I . 1. ­ I � �' . � I - " � I - � � a--# mm I HS Ill Fro and Range Fr- Florida Department Of Bustriess & Professional Ragolation pegIl'ol � Building Codes and Standards I sr= Product Approval Application Detail 111tillity " Contact Enctinsal Licaress vallawbild EW Brentsurrill American Arch lecturu Steven M. Ul RE init 3%-3300 Maturational �rssciclbdlor (717)317�804 belmingentionrol 73,M hisaided 01- 02MWO24 M1 Des Date Isexil o" Vididi MilliglAddl Ill Ancroval Aciffav 291a. 10MB12020 i"al lonall Appritrad ad for Us. Approved for Use label Itesslan Iii Oubstichis FpJFIZ Ressitcant, Promir No, Yes No �swl Florida.Department of Business & Professional Regulatilo Building Code's and Standards ProductApproval Application Detail Page i or I I 02021 , . I'lorldaDepoirlment of Business & Professli Reguiation Bui Id! nq Godesond gin ridlends Product Approval App,jictition Detail Paoli 10MI2071 !;!!!I Ili I is assialgisill i: ill ��ils! 11��111�1�i �ilimilll=�ii�l�l�'iiiii�� � � code ill le 1 1051A�i 0�� :I poNFAMINININERININNIONJINENERIEW eittin, All- DO Data 11111MMINNOM 1 Dal penal Mal moulymmusm Code I ,,,I ,1, 1 I I I Ili I i :I :I 1 I I III, a I Iii; i:�!�iii�ii�:ilavnmffAlming� calsomildelloomilmom � � � mommem�� omm� Early jor 20 i '' I I I I Da- FAMMMENIM Owe Pendin, 2& mm vaii,eltin Allanufacruner l QmLt�L Erinfinfla & Ucan,. Validated . Erg vaildiled a"baddad FOC Approval ftorgived status TV- 'Ill reconoffal ca"�!Asd Faiall & ljeanss�- Validated Shir Validated DA=ift" Far, Abor�sl A -I litatius, Rasi = Jam" Hardlo.shollding Plodull Inc; 'CN061 Ular�kt V. Andrew Taft John Southerid, P, E. ovititull '[204"Itti ovirall *9 FDC A�ppr Revision 2020 Ai li Thompear, Lyndon F. Sell P-E. Ryan J. Khg. RE o2mr_l MW2CL21 III 0 0 aiii Approved (909)54l 1 Sill PE-81662 (152) 397�2528 , I Categrosin Panel Wall l330)922-2389 PE-43409 II813) 7674555 . =1_11" qhsd;dIec*t*j,j­.,herdI sublitnatilral Soil ritharnpisco&NMe-ris ...... valuation Rispol a a.- I C.'riellon'lahilar,cl svel.ai Report from, a Flands,fterrodared ArChract,pt a Qoi , Iod Florid Florida Registered Architect or.. Ll.nsrad Florida Prosessli Engineer Pir9feest.nalliFingiries, z � " � � � � I . �- '��"'_'�', �,,'_ -�­'- , , '�,"' j -�� ; -, �' . ... I 11 - L , , ,� ... �_'_ ��&��� ' I � l� """ , � 7 " � � l 1 7 , I 11� , "'.1 'I',-, ", 1� � - � l 1'11� ,",��,,", , , ' � I � " � :' Z -� �'-�""'1- -- �'- � 'mE�J"'�t' - ,,, � -""�,' '�::� � , , - � -�'---'-Z'---"' " �" 1, , �4"_a � �' � , ' ' _ ". � 1,'r, , `�,'_ I ; � '�' --- �- , __, ,_ , '� - ' " �, ""I'4"' � ­ , , _ , ­­� - � � , - - ;& ..... .. , � ­,". " , � - , � ",_ " '"' " ""' - '_ - - " I I q";:�' �__ � 411'�111�1'111_11`1' " "I ' I '_ '1�1 - .'_ �� , �, , 6 J" ,i� � .' - , I I �� -11 - I - ""?"';��'O"'-ffi; ��r' . , , 'X', � - " AN - ,"l- � vl'�' �" �' i�"k, �' ,"r �' " - � - '� -, - 11111-- - I ��,' , ---""'�'-�"'0',, 5"""'�-'��"� 4 ': "' L , �� - " � ­­'­ -��- �­" .", � _" , �;;��_" , '�'-' � -, � , � " , ", , ��'X�"" ," '� _ , - � , '' � , , , '', - ", ' - - , , , � , , - �" - , _,t �' ��` - , �, . "" � �, 4, � '� I -1 I , � I I -'.1 " , , , , 'r � �� ;" � " , "." " � �. �' , . - .. , - �' � , " I � � - �, __ , � ,. - �� , '� , ,"��"' , I ; . , , �' " � _ , '4�"_ " t' --- " , � � '�' -'� -�' � " " --,- , -- '� Z � " � , I ,: 2 ," �� I , "" � I I I I I 11 -1, -, � "' - - - " , " � 1� I , � I , , I I , ,.- -­-, _' � L "',,� r', '!�' , � " I , : 11 � , _ , , , , -1 - ­� - I �� "I " I 0- "'_ I" �3' �" "M � , , _ -_ wl"W, " _011, _1 � . � - � �_ , . .m " '! � I , , � 11 , , �' i - j�' , '��"� -, - - - �� 11 __ I � _� � ­� - " I �� -- , _- "'�'��"�' ',;' "";_',,,m���i" � -, :�'� �� ,1 -A �� - -" ��.:­'­"`� -"'� ,'� ` - � - 11'� '� _� � _ -, � � " , _"' ", It! "'', ­". � '7� , , '� ��_ , ", x ?, � , � " , � , , "'; - �"Z' �'.T' ... , � � , , - �' ", , " 4 � '� " , , , , " , i 11 � � , %�' . - I Assurance ArigroVedfortliss Anprol I for Use Impact pLqm QLAI Aesurcal Adel F,U" Accrovad for 1) Inal 20his se" Froductliodi Numbirrorliame, produl Deacirtutla =p1hadill Date IRS I VFIZ outside Fiviii Itelluetant Primal S-q 0 Protoct Model. Noma. or Weres Product D-Hribit. contracit "'.11-13i In HV14Z Outside Ill Ite.l.tant les-ra, 1 Carripl.lik I.sp,Vdim libe-smant lap.kgrg 12SIlial Yes Yale MIA. MIA 1 e'&quQL:2T&quQt Sktlk Vent a Sold V" Both, 12t3jill I No Yos No ti 2 Hard"Olill Lap Scilly ilber,cement lap sking lftitijt2Q�3 Yes . Y,l MIA, I MIA 2 b, &qu&.Qils nine T4&qu at: Sollin Vent - scilk Vero Will I 21I � itzill 1 No Yes No MIA 3 c-MudAreen , Jinar lAntligis B.%ded&X3T saffit, Vent or scild"IrartylSolift 1261,tlt)2� No Yes Mcl MIA 4 It kqjicCD5Aqqot� scifif Viel said Vinyl Vote 1Mlj2oi3' No Yes No NZA 5 1.i Aquot,Chei O.R&cjaccl Sl Vent or, Solid WyJ Sol I � ll:i i r� #3 No Y. a No VIA 6 f4quat"Sup.'Sparitliqmo� si I . V-1 .1 solid Vinyl Sore i273112029 No Y,Il, No MIA Florida Department of Business & Professional Regulation page 1 orl I � I , I gialinigeodesand.Standards 10i FroductApprovAlAppileatlanbetall � Florida Department of Business & Professional Regulation P.M. I of I Building Codes ardStandands I e,021 Product Approval Application Detail - !;I iiii ;!I i la��:I�iii�il 22111. cralty cill- !!I 1 2112 Del- kft Code I Enft or � I I Date I .gi oxePerl .11i T'ne Version maineracm- — validated By validated Vx1garittiled Fill Acarevall Ationo 90a T16. v..I- uni cal groirill Litcanes, Vadleted air V4111alstildl submitted Fli Attsoolail AD aqllm Risi 2o2o TANI%jimadling. Produ4s ii "s Ill Robert lillentintin John W. KneAvel PE Ibi 09i 1011`2=20 12115P2020 Approved Revision 20210 I.N. Thorripson. Inc. U Thompson Ala�iltatlhutal Tony Christrian 71"ry R. Priest Steven M. bitter. PIE own2ollill 0arl I 61= D9J2Zr202O I I 12JI&I Approval Category; Floating (4.17t $2ll PE-5siss �254)172�6tl2s(. Metal comptoy ItTAill i013) 24a.3456, PF-74021 (717)317,8454 Saludatilighor , �V' Underbill � I wiLadgidnamliki.t.nn collegial Rocling tanyompriet. hoofing.com � . cqmpilatitsimethoe. 4voluirtion.perkattirom a Sultilliateory:Roolling Aeciencorles that are an FIcrida.Regilisterisd Aroll ,ar I Licensed R-1 A Intasnall F6 oftlTa, Rating Sysi compliance method: 5valueflen Repon-worn a Profiliviskiral ringinc., Floride ReAsbaredlAr,riltactora Licensed Florks, 'il "6 , I AW40�� ���"._"'-"_ 1 I- � -1 I I .1 I I , - _' � , �,]' - "� " - Z��--_�'-_:_ '� ", ',�' �'I"`i'-� " i- I � _ f . ti �`� -,� . , . � � - -:-- . � :� - I ' - ' , I �' - _" : �':��K��It!'�","�_-'­_-" - I �" e - __1 ", " , ,,, "�' "',"��;Ilq%�"�"�' j . ' - �_ __ - I ` _---, , I ' 1� i�� _,"�11--, .: IL r. �Nr�� �' I - - - I , '�i Iii l't��� ProfmIal Bill I - 1­1 - - - - I --,' - - � :1 - :-- � I - - , -_�'-- : - ­ - % �. , -� - -- - ` - �� -,� �':' - 7 -, I , � " ' -, �. - -, . I I �'��"'­ -, ---� � � -_ � I - - � �,"' . � , I - I , - � ..... . , _ � Z� � : - �'� � 1 -, - , , '' il "Voixedfid.lillicabler�14hama is,ittlitict Disectivil- Quality AMicial Annovoldfortki central Ejaphatillis, Dal, — Alsol Mal Use, outal FIVU smell naskin Relliat Istassurs, :j Iiiii'litill - - I ; � - '- I - , I , � . I - � , I : -, _� � -1-1 , , , , I I,- . I ­'­ �� � - � � I - - ---" j _� � , "! , I I - . " I � gold try &%ii,--m I - � I Z " , , AnDrovIol Use , - , � I � -I--- - I � I . Approval for ft "I __­ '�' , ::��Z. NMW ' " � ­ . , � � - . I ceekal I TAMKO Roof Undertayments(HVI-1ZI R.Istund.daymant, far us. In FBC HVHZ 06MI2023 Yes No MIA MIA — Froduct Mal lWmbff A, N,- pral De.criction, contract Exiiiinevan mt. 1, Hl Coal WHIZ Resintent prossion, jursdat"isi I I � Tal Rvl Off-Ridgis seril Safflillior Tie 26 gal. star-fventillitor with baffle I � 0=912026 Yes 'Yes Ni N?A 2 TAMAIKO Poor URd4rIay"w19tNk)N-HVHZ) Rikf.r�"aymal so,.s. In F13C n.l QOCR/i No Yes MIA NA 2 TAWO�elc.senecl 26 gAi 0matlits, No Yes Ni .0i jurisciolons; 3 TAII OfFRIdo Roof Vent vft Eatio 26 o: static roor'veafilial with Integrated bal ognti Yes YvA NIA NIA 4 TAII Raund Top OF&Rldge Vent with Befill Ille 26 Us: static roevientlisdor with baffle OR/011 Yes yos MIA MIA Florida Department of Susirrall Profe-selonal Regulation Page I .0 � . � I Building Codiest and Ofarl I Irri Product Approval Application Detail Florida Department of Business & Professlonai Regulation Pso I of I Building Codes and Standards ia5li Product Approval Application Detail , SOMME= Claim - - - __ __ ____ ___ ����Elmmml ri or �Wll ims pal isandirs. _�� 21im !I ;ill 11 III! 1 I 1 1 mmm Code — I, I III 111, lill 111:1111,�illiillill, I I I As ill i F�rrtlty 0 I i i I I i�ilill'�i'llillilillilillilillilkylililillillillWAStliffilliligilM Dala data Date Peril — Milln Vanshan *nufwt,,O cooled snamilar & U Valditteti Ill y"didel slijisni POO AwmAl Anil a I&M. Tv" Varsion Manufal Contact Engineer III.Licynsit Validated By validated SU4 Ad FSCApprovol Ainga wild a2lu RtA,4skn 2020 Royal Floating. �Iridarckn "In Lai Urifflorm rvallUation )3aryW;Vv,9Ikcr 11103=20 11P2020 1 110tw 0 2Q Approved Revision 2=, 01 Protection Products, Lil '' - Qa Tim Robinson Walter A,Tflk Ori Fill ,lohn.,W-Xinalsolvilich, PE 00?QMG20 0910ai 10MIrM2.0 . 1. 1 � 11�1151ltaw App.mved I c*0all Roal . (8011 �wGoal samoas LLC� '(200)254�01$0 . Ilisjorp,'situiters I (i 889�7545 PE-44167 ,(954) 77:Z-6224 subcatil R-Ing Tiles kooltiArdarsorriltboralLoo 9 ub'Category: Storm POHIsis tim.robirsonle,oppbril Con"I'llanch Method! 129alulittlel Report firerh A Is Compliance Kethod: Evaluation Report from A Product E-1- I Ron MrIlly 1:1= Architect ore Licansaid,Florida Z-101=r f I , - , - - ­­: _ , � _ , ,� " 11 - � r, - _ ', , �' - I � , " , �' - " , � , � ... 1' ,,, ` '­-. , - - - - I - � , ,- - - 7 :: : , - - , � �'_ _� 11 � : - ,,, � 2 ,: , , I i 11 _i­' " � . � I---- � - �.L� .� I � , - ­4 - , , , � "� li� , , " 'e '_ , ,_ � ", , . '__ � � '1 -, '_ "I , 11 I " I -, -�' 'z � , , ,� . - , 1, , � ; , f P, -�' � - - -- ' -'i' , � �-' ­ ­ - I I I I I I - - 1. - - -1 -1 � �' I � I , .1 � -11 �� - -_ --l" I ,. � I �' - ___ , : � _��� - I - , " e , - - - � o,witv I salartwo - - �� _61 � - -, -1, . Agororiat4forijilia, AII , " , : " __. , - " _-, "I � Ignaluct ,� -� - : - LIgo , 1_" ���_'� - `J` " , : , � , o , - , �_ ` - � I 1. I � I ''. � - . __ __ �� � , I � I . . . - - 1-1 1. , -'��W� - � : , :�" ��" - � - , I I : _-_­_ - - � I . - I ', -'- ­1 . , - � I— � �, . �'. �� I I __ , I � . fl�­_ �' ",2,- - I �' � .�� , 7�� I , I - '-'�--�_----n'-, � " - - � I 9291 PI-duld M,dW. Numblerit, Me- lenvi-Losecritill Canlhrg�l We In Hillill seandect p,,_, Malay Assurance AvorrovedforUse, AamnyveoltbrUge Impact Destart is -Si Qvike. State, CoontrySatle.spit'Old English Rat Profile - Denver, Co on No Yes MIA NJA sea A' F"mcluct Model, Numberjor Name Product Description Contract Ekisfinitharr Date In HV Outside HVHZ Resistant Pressure 7hat.ri &I Impact I I 1 20,G GaJvanil Steel Storm Fainelsi sale Goriagated GaltenkedStel Storm Parrist,retatiried 12MI2= Yale Yes Yes MIA 17 Sumlysi)(0 -State. Shike.&Emp�split'shake I'lat Prol -431o,o,ki CA 121W2020 No Yes MIA MIA � ornot by tracts to pral hurrical protection. I 11 1 i$ Saxony 300- Vista, Shal "i-irplsi Shirk. Flat Profile, File .,CA i2431ii N. yee MIA MIA 2 14rage Galvanized,St"I Storm Painelsi Comupted Galvanized Steel Storm Panels, restal 1 gal 022 No Yes yous MIA 9 ,,S-.y 700 - Shilika. Vat. Asol Split Stake FlAtFircille-Stocki i 2ni 17620 No Yes MIA N�A or not by hal to provide hurricane protection. 20 Sa..y?OU-Sh.k.,S.A&.mp: Split Shell FlidPicille-sill CA 112M.?l No Yes NA, MIA 27 Tel Eepi I a-lahs, High Ptel loly�-`X 12I51=0 No Y. I No, MIA � 26 Will Low Prot - Katy. rX 1213IQ020 No Yes MIA MIA Florida Department of Business & Professional Regulation Pop, I of I Florida Department of Business & Professional Requiallon - N I101`1 " Florida Department of Business & Professional Regulation I I I I I I PAO 1 .F2 , Building Col and Standards IF,= � Building Codes and.Standards 'mi Building Codes and Standards 1WI Product Apprinoval Application Detail Product Approval Application Data 11 Product Appiroval Application Detail lie iii 1 !!! ! ligigiii I iiii-mommaimAimiantimi;�­ tied. lisirty or � Owe �k* 11 11 A, . "a NM I Old III! el Q mm��� -NM 24i Data Pending A* MMMUMMIiii 5igl law I MAW A MUMEMENMRAMM Dal SIM W sending Ili . i�9!A 1I 1"all Car"Ick ,inear & UIol malial a. Volrdl , Iti,sibrittad I A,-,d ant". -Tim version kcrictati I— Engines, & license Validated EW 2tilifthid submitted FDIC Abyroval liensla,vel Sl TV DO ViNor Mineral Clarinets litacloeser & License VAlklated W Validated submitted 1`60 Ablardholl A-byed awa Rei 2020 Alivirys siblarrOvie [CC EvAillfron Sal LLC Offlarn M. Rattil PE 1 DII 102212020 IV=1320 IIII0,51=0 APOte,eld Revision 2020 Commi Concrete, Productitine. Robi SamuslA.Gris6ftbal John Hoy 11 121IU2020 1211waza -I:ly2Oi2c2o 01ing r5cAppi Revision 2020 ll Inc. Edin wal dC EvalustIolsaMel CC rvityallon S.I (W If2i 08,10=1 OaM212021 Approved Oiitleac,ri StructselcomooresintS, (321),71(L2377, (407; 881 .1917 cer"i anotural componarl , (60)65ol PE-Gi (M2� 5W5311 Cst.grory; aro:tupal corronsirents (954as's-OW5 LI.C. SubCategool Truss Phill I slewlsetilplinieltercont trobf2eirl FTI)dUClsIntrodsWaaaFks.Jt.I` plecaat�ysihoc­ SubCat.gicorar-r-I Plat. evialdanarnt-ri tzlib tiss-valla Compliance Method: EVilluiltion Report from ll New-Techiclogy Complanctellitothod: Evaltualch Report from a Product illwitratior, Ently Compliance Method: Eveduallicin Report Ill a Pr.d.at ewl.l Fratty, �. , , � , - , , , - ' ' �'� - � I - � _� � - , , I , Florida, RetilsbatedA,ohlbector. Licensed Forkle I ­� - ' - -, � i ­__��IZG� �`i_'­' " " .f, __' _" _ . I r- I - � � , _ _' I , 1, , - " . , ' - � - ' , , I , , , -, - � - ��'_�-_" , � � � 11 - �'�' I I I I I - ,� � , Jl�lt�lIiii�Ilil " '1: , �, '- - , � , � " ': , I I I -1 I , �'�­��'_' . -, r , :,, � _� ' '�'4' . , ,. I I I �. , , �' � -, , �'_.' . ,,, I 1: _1i , �- , � , , "� � � I -1 ... ... ��% �_" "��' I , - I - , - � , 1� � I", � I _- , ­� �� , " � , , :' , , , - I I I - I I ��: , _'_�_ I , , : l, -1- -I I- I ,' I -, _V�4__ , 1� . I - I— , I " � � , ., � � � , � " , 11 - � I _i�� I ,: _: , , " " , "I , nr " �:��:�'� � -1 , , , � , -, Professional Engineer - , , , - __ - - ,� � 1, -,-' --- - , , ���: '_ - , '�" _', r' � � -- - - _. , ', - -, , , "� 'Un � . .1 I �' ? , __ � I , �' _ : : � I ' � �, � �' ,� _' _ � 11 , , " � _ '� �� � : _ _� �: 1� , - 11 - � � '� I - "I I � -, � _ " j _ � - � - � _'' � �­ 11 _ � _ .1 , I ,- � ­ _ 9M - :�' f �' , ' 1-1 , -_ � � _� - �111 - , 1, -1- , �111 ." il - � , , % �' " .� �� , �. � - - �, " .� I� � � , -" - � -,- - I �"'2'4_ ': 11 �,_�_�'� � - � -1 � I � ,� �' � ' � I , � . ,Quartv Assurance, Ancrarived WXIsl Acomystl to, Impact Dal " r I " �, - �7 - - - �' '_ ,,, v �""' ,- OWMI'1'1�11'1,111 �." ", I'�71",�1,11"-���-l'-�li","O,��-,�- �' - , �� � ,�",-,�,'�:�""e,�'�'3�"ilr'�' � �� � -, I , I �'�� , , ,,"" � r, ' '� � 1 7,_ _�' ��-,' I � " " ��"��'�_� ',��""�' . - _' , " - ' � 111 :� :,-" ,��,,,,,,�,�'��l'�,�,�'�','�l',�'�,,L�,,7' �� � ' ;11�, , ", � I , , - I _' ��&"'­'-' �""' �; , �� ;1' k '.� ,,­'�. �y I-, � � ,� ,_ �' ,_"' ",,T___ �,':�' -�-'�"�l-"��',�"r"��;,,"��' "�"­"� _'�i7'z 1. '. ­ - . , , , � , , ,,r I," � � ", L'�; � ­,' L� � . : ", ," "' �' - :��_4' � - ",-l", ' " ' : � '�'� - -"'� " , , "�"'_"':"��' Z " ' - G-1­'-"'_--",""'-" ,',",,' - ' .---, ,,, ` - " QualityAl6stral Approved for use Approved for Ushe impact Design 4009 ProaW Model. Number or Name Product loescrlorlp" Cicirrinact Islitiratilln Ill in Hvil Outside Hv Resistant lersal 7' �; 7 , , I ___ _ ­ , � r ­_ �� , -111, �"�'E' ­1 I"? , '� _1' � I I I sea# Prol �_odel. Number or Narre product Didigirlintits Qorarract Expiration Doe lin HVHZ , outside KV Resitnant Pressure I ITW 6COJAIPImAtille, strength N Avonp;�S) I - WAI 0-iscior Pistilli il!131ii Y" Yes � MIA NUA fig" Projact Model, Nunbar or litarne, Qualty Allanal PrisdU61,11talecrinflon Contract rMinctiol AncrievadiaW Anami for U, In HVIII broad Del Resistant pressure 1 Wei Is o, hjbh astralar,truseogninact. Place i2raiiltl]l Yes I Y04 � Hil MIA 2 3 17101,11CCIAlpha. Aing, pit" ri 130G.Vull Trull metal Caviniector pl.t. I �131 iii Wtol Connector plate ityi ves� Yes Yes Yes RIA MIA MIA MIA I Quality Pietast Or CoMmilardal COrkWO ProdUirl Precast and Ftissfircess d Con.rists, Lin tels 051li ,gitilligi.ili= No Yes KA MIA 2 I Mir)81­10, mil is 1'4, . el h Igh strength truss zonnocror plate 121312022, 4 ga," ocrinectorplate, 121M &i2 Yes Yes Yes Yes XX MIA NIA MIA 4 ITW Er-GlAticirid V?­ meat Corcral Plct. lZ1a1i2M4 Yes Yes WA MIA 4 rvil 1S gi high'stracrath huss connector plate IX31'�022 Y. Yes Mil MIA 6 M720FIS, 20 VA. high strength Mrsis connect. Net. iV3112022 Yes Yes MIA MIA a 71-18. lifirrill is o. timse -ilictor Aetls* i 2131 M22 Yes Yes KIA MIA 7 TL20' MT20 20 ga. invest connector ill 12M=2 Yes Yes, MIA WA Florida Department of Business & Professional Regulation Building Ccides arid Sts nda rds Product Approval Application Delta] I Plige I 61`1 ifff."011 Florida Department of Bu.sinsi & Professional Regulation Building Coi and Standards Product Approval Application Detail I Pi oo QrA=21 c1d. Ell or a" -VA2 Dam p.rdipa EWA I code ontity M .gill pstal'NldInQ Dal. R1110 Mft Manufacturer Ckla arratrAIK&L'oemse validated By Validated submitted IISC ApproIad Agrico4ve sms, Tivoll venia Masudial Conrad onam"r&ucmne Validated Ill Veldated 13416111111hea fart, Approval mor-0 status Revision 2020 CAST-CRIFTE USA LLr Craig Perrino sillisirri-Dardis BCCO - CER lillarril-Nda Si - VAL I V20M20 10II2712020 ijiltl:7=0 Approved Afromaton 2o2o �Afpllhs Aluminum, Inc. joesesibe, Lots lll� Lcl Steven m. ul PIE 111111,2020 111115i i WWO20 Appowaid C-aleguar, Strinsurel C-poneribi t813) 821-464i tl!513015�2590 Categistry:'Parre Wells (4(l 509l Ill (711n317-9454 SabOatergoll Products Introduced al a Result of cipslittriollite.stanat.- subcsilial ,�,� alphili.lumlinumlicsibeh. New Technology Compliance Method: Evaluation geloort son a o.corn Compliance Method; Ceirdificalkin Mark or Listing Flond, Registered Architect or a Licensed Forl �-�" "� "'I"',"I"', _" I , : �' - I ,I "I", 4'� � ;:'� , I, �"_' , � - -, � - , "Jllilliiiitiiii�" ""�,'.-�' '­ ,, I __ - , ��' �� yl% : � L , , _ -1-1 I ' �_ , - _ , , __ , "."", � � , , -, , "I %­ "��'r , ;I �'� �" � �� " !__"� ."", , � , " - - ,' Ir, ��' ,� 1� 1�1' I , , """', - ", , , ,-, ­­', � " � '­ ­ 'v"',' ; " �� :s'�'�_" " " - ; � �, '."_ � , � I " 'L, � � �:: �': �" q "'� r, '� . � , 2 , " - "", , �' ' , , , " " " � , , ,: � � ", j ,� I -, -, ", ., � ,�� i , , � "I , , " , �" 1�1 I I ' --' � � "", i' 11 -1, ", "R, "', , � � - % "' , I ; � I -1 - -1 ", ­-,`ll I'll, i i' � I i , � � I- "I 'l-I'A, � , '�' " , 1.11 , -'­- ,� �'."'r' ; � '�_ ""I ,1�­�­��'�%i � " " , � " '_ �� ,:!, �' � , P,.fir.slarisul F�Woeer _�� , , r - � 2�" - I � , - � I I A�� 2. � ',";";" " - ,,, � -1 -1 11 '� , '' -, " I 11 '___ , __ " _--l" "I., � , � le"'�' " " gal Asasons-or , '; . I '�' , I , , -�-.'�'�' , I , " , ,� , Apottileol'thir W, Aticartri far III 1101014 "'�'i� " ;i; " 2" , " , ,,, ­ -, � � - '- ',o _" " ";N'g�;"Il�",'# 'g'."245"Z"�l'��5 ,i ", - I �"'i 4" '��%�'A ", � ... � � �; 1� " ,'!�'O" ;�;�� ,�,�'��,& "Inhli ""' �'� M"N" _"�� � '�,""'��,�'z','j;',1,3, ' "" , � , " , "I � ""l�g'1�0,' "�i,-�",,���,;��,�,�i�,�,.,"�, r' �' ,_," , , ,�,,�,��,,,�l,,-,j,,��,�",,,,",�r�'-,"""�,,,��.;T�, "� - _ _ " , , , � �r , 'Q 6 �"'��'��"v' , I",fk , , '��ii'v'�qg.""g, , ,, .... .. , ­t�"""� ' ' 'q -""_"""�',' -, , ,", 3 " , ,� " ', , �'l , , "" .' ' , , li " ", � _'_" 'n' , , , , , , R u , I", ,,,'�,,�'�,f',S"�,'$-',',���k��,',5i",'(,�,",,�,�,,,,',�,,.,�.��-'�,�,'r "" ", ,� , , "�� , , - , "" n" $�'!'�I�' �' �" ,"� , - , t4"',"�""�'_ _"';�'�"'? , ',""',"4"�'� g',;��­'-"'�g .If �""�',',' ,,",I,',�"-"-"""�,,",",',',,�",,T-,"'A,,?,"',,�,�,,- I'7""� -,',"�,�,�",',',""'X,',","', "'�"­"­ 5m""'�""5"&c� � 4_1 �'�"' '' ,�,"!",',",,'�,,"�,��"L�,,', 2 � " �'< �"" sea # . I product Mother ishol acrilotlon Contragillibafirialcirolatis In HVQ ounsidis HVH Rixillaill pressure 11 1­1 11 I I ­-"�� -, � '' I , I'�.�'ll-l�.,�ll'I'l�,�""",�"", ,,, , _� 1 i'.v'.­��"" "'A-9-11, , , , , '�' , , 1, ., , ," I ,,�' oustry Minimal Appronidtillrusis Atiparitiod for use I ik& Mill 1 HID),Streogth Corl Llintels 4.6,6. An d 12 Inch IM tie, lint els oorll Yes Yes MIA NIA 21a fill M.d,L Muniber, likens, Product Denscirlatlan Contract tx,indlic, Dista In HVHZ Quisill MWHZ instill Fressers i AlphsAlurninum Sollhillarnp:VantedAllsonthrint Saft QMU aamin.wood AphitAijurriniffnZolld &0mpf;V0Dtocl,AJUftIIrUrs 0713ol No .,Yes I ectfill CM asirrp;'Aroad No MIA Florida Department of Business & Professional Regulati Building Codes and Standards Product Approval Application Dell "get of2 I &I 1 code fttlty pak Ding Do* Painothi Date I T­ varsit'. *,Wed.- Cal Enalmal Licannat waffichl my VAR"cad I SUbmil Fat Antraval AD all Revision 2020 Mt Wirrilices, Ind Dr.. Brantelgragar Asn.dcl Achirecturral Sts- M. li PIE 11122rA20 jl)22f= 11,2&=20 Approved caregall Windows- (717) 30-330ilt WrUrfal Asewitti Ol' (717)317-8454 , Into ry. Fbc.d - bittlingerililmled.00i 0-micirion" Mo+od� Clertiliqui riled, or-Lieliting � 4*4�� ,� ,� ,,, ""�"' �' �'� I , , " , " , , ,, ,'�, � , � '� , �:_ , � "�' ' �,' , � I , -1, �' , �' , , I " - , 1, ��' � 1 "I I I , ,� , ," , , I �'�" � � , "'� . ,,,, " I "",""")� ,,, r , , ,' , ' ' '�' - , , ,It�"� ,1 � ,� - , �: ' "4 e �� 1� `_'� �111 � : � .'�" � � �'�" - �'� , �!'� "'� � � � 1, _� - I - I : �� �? :'�""1111�'111 "I""I'll �"' , �' , " " - , '�' ' " ' i ,' i I I �� I �� �� �'�'�"� "Z'�" - : "I � � � -',"' ,:'e�"�""�"" , , """'�'.' "�""­ ,,, , " , � :�';� ,' ":�"' - , � "� :1 , I � - I I I ,,, - � , ­� , � "",",','_'i't"l � � , " �; , , , , '�' � '� ,,,, ,,, ", � - � ,� � , ",,x"',,""r"�","",' 11 "L � � � , , � , '�' � , , �''' , '� -, " -- "�;"'�'I"';_' "I�""I",�'Ll""�"""""�I - " z�' ""'; ,� " " �� - - , � : 11 I , �z , � ,� �' ��. - - I I (kcallini assurance, Ationatiscalf-LA6 Aborwild for Us, haw Essi ft9A Isibi Model. blkMb9r 01 MW Loll DesaM Contract Ex".. Del In KVHZ I Outside HVHZ liesistant Pressure 1 iihipw 73 . T2 Insual Mass, 0"3bi No Yes No +Wl-60 I Florida Department of Business t Professional Rigautation I I Building Codes, and Standards Product Approval ApplicatFort Detail P.O. I .r I 11W2021 - - NZKIENMEENEI�' CA& � '''il'' � 11 sli'llillitilillill 11 111�l��l�il'il,�ill',�illi�l!l�1 �! Iiiiiiiiii Is ___ ____ .__ erifity a Case We Data parrafl., 20b. Mill version Mishufaxtiter lzs= Enamel 9 Uol Valldatedl Sy Valldeled Subrififte Fillic An6royal Anointed SIA" Aflinneflo 2D20 PrTindustries Jocis Rosevinat Mand-Dade SCC0 - CIER I'llorni-cad'if 8CCO - VAL I 1JQsf2020 111OW020 1111 112G20 Approi Casse.ky,'"nal (0413486-0ios (7a§t 315�2�W aldnZategdol�rvhthlons )-owskilippsindustrue&C Carriptentalystallabd: Cartit-all i - ul . � r I I � , _ - ` "" - � , " , I _ , - � : " �' � jjjll� ont I 1, 11-11 � ,:. , ,_"" � � � � 1" I 11� �' , � I . " - �' ,� , 11 , -, �" I - .1 �� ' "e " ,� I ,� ��­ '� �' 1� :�' , ,� �__' � -0 , � � '� r, _,"­ '' - , ' , "', � " � � - - , , , . I '��"'�r�'P'��,"�' , : "� ,: � I : - I - � � r ': r:�' I I � A - , 'I, � - , � � , � -1-1 � ­11 I I �� , -, � 11 , , , � 11"� I.. �­ �' I -, �- I I : 11 ,. � � "" I , , , , , , � - � - I ..: � � I �:' - I I I �i%_ - I I ;'­� : - � � 1. � I f" � -,- e, , ­i_ '', �i I � � , � � � I '�' Gal lint-rarn, Anacrarviselsol itnignovellfatu" , I , _� �'�'� - - ImAaci , , '' , , plesion 4sell 4 Product Model Nominal or He= Product Deserfivi Contralot lithashatort Date In HVHZ oul luelanant Prassaire I MuMal ti Doors and lifyindowe , Aluminum lilluffions 05t2&12026 Yes Yes Yes NIA Florida Departinerd of Business it, Profasslittrial Figgglation Pass 1 6II2 Building Codes and Standards latimil Product Approval Application Detail i�DA I Is ill I 0 I i ! I I I III;!;:i I, it ,!!,:ill!! _____ - !it ,'!!;;I Entlity cit- I I MEMO= 2111A Data cats, candi Data Tvoe VorsIon MaoutacW Control Enalmill & Miciess. Validated By Validated submin" FOC AlAbral Approw Sill Rmillskin 2020 GAIF Michael 6110 Rosedrilairl Join W. Knecovich, PIE Dqrzarl U912IT20243 1010212OZO 1211,RP20 Approved Carpel Floating ,(4009761(ll FE-ii (D54)772-0224 SubCatagi Asphalt shingles maIth@of=m 4WIRVAtrsuratrioe Ablitt"i for Use Apartured for Use; firrical Design aw Frodui Model. Number Air Memo PrediLrA 0-lotion contract Exallraillon Date In HVIl troll H rile.istari, passi 1 GAF Asphalt Roof Shingles Floargissantintanted 3-181n. Amnal 5-taol and 12"I'lal No Yes MIA WA hipi asphalt ,hill Florida Department; of Business & Professional Regulation Building Codesi.aindStanderds Product Approval Applicatlon Dertall pal 01 102D21 Code ty A, C)NO ox. Oct pending Mt - Type usnil., manufacturer Cartel phal.e., a uleave, Vailddited By validated al,tannined FSC isproraval AP pr,sd sts".. Rei 200 Florld. Mal Products Inc. ClUkJ.fteS James L. Sucker. R" ,Steven M: Uft. PE . inulr7/2020 09Q5MW IOM49020 12116,W20 Approl � . �sstoqoryn Rol � I t904)7$3�8400 CSLICKarisip.0,I (717) 317�11454 Isubillishogici Rocft A.ciescorea snatrAl's, an clarkCiffaim-c- Pl Integral orill 0601rigayseem Ccirripiliancishillithod; Evaluation Report frome Florida RIstilit-IdArchitact.r. Licensed Fkdde ­­ .11 I , '.�7,� Professional F,&III., . _%k ?, . ' , ��'.-L -11, "I I -�' 4-�' ,'--1'_1-'� �, � -. I I 11­� ,"�" � - � I ' - 1� '- "r ­ __� , � 1� - , - - - : - ­ , �, il'� : , '� . I ­_ - __ - ;.. " . . "�'�'__' '. � , - ­ _ 1 2 . I . __, - I -1: �� .- 1� - :' I �L­11_11 - I I - I- � I � I � .Ir� ,� - 1- , - .1 I � ' 1. _ - � � � �f � � , 11 � 11 - I I � " - � I I - - I - Ctualliti, Assearml , , � � , " I I � - � I �ft Abontrylidiliorti ,Approved � � � I I __ '_ - _: � I I � � � � I o ­', for M lociDtact - " I � I I 11 Design a-# Product Illachall Number ol, Me" ProductA-distloo contradF,nor.torl I FIVMZ 00"do HVHZ Ithnifildal Finxiso. 3 �- FLAMPOsquil IQ RIdgwVaffl&.q..t� Aluminum Ridge Wil lot ptichad roleft fabricated Ill No Yes No MIA fro. 0.02Y R.K... Florida Department of Businessi Professional Regulation page I oil Building Codes and:Standards 1/25,CQ22 Product Approval Application Detail 9992 - _____ — I i i i 1 I � 1 �;l I 1 Entlivor 20 = Dal Pending Date Iiiii Version Manufacturer CC nta Mal .... & LIM.- Validated Validated 'Submitted Ill Approval illooncryed Stato Revission 2020 Mt Aniarigan shutters and Glal Mike Sabel Frank L Usinnerall RE Troy sishol RE TQ=020 1,011 512QZQ 11=1420 121151=0 Approved � I I Catgslanyl�shutlzrs 1 SUbOlitagarv�.Cittrim Panels �561) 712-N$2 PF-0046$40 (954),WM860 trillosboaliamericsirshutte, . 11 Complurroa,litiethod: Evaual Paportfir.m. revom Flol R.Otered Architect or a Licensed Florida I Professional Engineer I , � I ' I- , � , � �_ � , I ' I - , . , � " � I " _ � � � � � , �r <'-� , I � '� , I - ; . -"'. "IS I � , '­­ � __ I - I � 0*�� i " , '. I - I— - __ � __ -1 - ,-, I e , '_�: _", , � , , � '' ,� ,,, -­ I I � - I . - ,� I . - , - � .1 � - '-, � �' . _. QuallwAsmiral I I ;­"� � ­1 I I - .1 - . �� '� � _': , - , '' ApprovedlibrUile Approvadlor-Uge 11 - 1. I I � __ I 1. � .1 � � I .1 " � � Deals n Sag A Prod uot M adel. Mum bar or Nam product Deascriptlon Contract Expiration Data In Hvi Outsld%HVHZ Resistant Pressure 1 24ot Galvanized Steel star. Fi 24ga Galvarizell Steel Storm Panels 12(3112022 Yes Yes Yes N/A Florida Departirriand of Business & Professional Requital Page I 01 Building Cloclas andiStandards al'i Product Approval Application Data[[ 1, 1 ill, III !'ii�il �ftft 1'11111111111111�� 1 , I I I A,,,,,,m,,,,,t,,,,,,,,�,,lj=11111!�l mesommm §Ill psmoffmmm�ll,li'll'i I I I I 1 I 1 1 1 1 ININA1111151ijillillim i I 1 I I I I !I lihility or 1,1f,lillllivlllll= ENMMENM DAM) 291 i I I tie Pendlita I swam= PjAi ZU-1 Vaal Woulei Control Snotmer & Lifical I Validated submitted par An-val Ainerovad Maly, Rell 2D74 wermaill Rob Baldwin ICC Evituation Sal LLC Ian Lail pi 02fil 1 (vVW020 02MB/2021 Approved cabatt'llngtructural.convorerp (25S)Uill"In'll I 1 IOU) 639-i itub-callettiorrif Engineered Lumber Rateart.8aldrillifillit.eyerb. Corritillial Method: Evaluation Roped from a a-.r,.m � '_ I � "Jifikim, Product E-ruallon Eirtity - __ I � �_ - -, . . I& - � �� 41: - � - �_"_ ��'-"-'; - I I - - _ -11 - , '�­ - __ ",", " r i" - ', - " -� �'. - - ' �­" 'i- - ­ � ',':, _'� '�',l "-, !� " �' -, . - - - � : � �� ' __ - I Z �1'11 .� , - � � , " I - - � ��' � �: � 'i ' ' "t I ial"6w - 71 t � - �' - �: I - 141� � I � �_� , . �- "I I _ - �� -1 - , 7 ' �� , � , , , , - 11 _ , '. -_­�. ,'� , I- �' ; � " , ' I , � - , '�' � , . ­1 - � _1 _ I . - , , , � - �__ " Qui X,suracer, __ 1� �:! ." - � _`� - I . ,�� I � 11 Z __ __ � AllsonavaditarIj- ; -� " , �'_ 11 ,��": �' � �T' , i" " - I A-anad far Use - �� Z , _��L - �� -, �_'_�" - _ I---- world I , I-- I I . . I � . � I I linalson lk" pi 1116m, Numil or Nam. Product Description I In MvMZ Outside HVH Iteststaot pressure I Micr.4- LVL Laminated Venal Lumber ow3it'lliol No Yes MIA MIA 2 Pateflarn PSL Plinalk(Strend Lunirl 03niti No Yes N ill WA I � TriberSti 1.51. LininfrAted 6- train dr Litirribor QW31=73 NO Yes MIA MIA 4 TJ Film Sp.rd StruAtural Composite Lumtbar or0riontandStrand 0=1,li . No Yes Mill MIA I I b-d Rim 13- 5 v&ye,rhAs­ R Im floard oriented Strand losid Rim Board WWI No Y.c MIA MIA -4i a) a) = cn -a —00 > 2 0 C- d .+-, 0 _=0 2 a) C::L C 1 0 C '& ­­ 0 -0 (D -0- (n '135 a) =3 70 0 0 i -0 — .- (n -0 = o 2 21 = t- 0 a) 3: C113 = 0 0 = CU U_ %+- 0 — C"13 > Cn .- Cn a) (n 1- -I.., CU 2 C:)- 1E � - C`13 -0 % 10- = ..'_ E Clio ca. < I 0! . < Z � Z W mi (� S_- _� 1-0 . - - �'� � - (D � ' - L _� I "') .. - . I . , !. j . sl,j . � . . . _3 I'll (", 'Ll- a- 11i r --:; �_ I - I ... I. q _C_ ; L ,_--- I. ..) (Z I N S2 . - - ­ - i I I i:' C C: '�� i� =_ < . — - .1; ij �-� I'D � _L) " - a) .0 - , ; �� (-) a) .. ad � C= 0 . LI) ca > = >' Q) Q_ -a Of - C a U) 0 0 c:: 0" M L_ .- . i7 0 a I - ,,- LJJ (n (3) E-I,...., =3 a) 0 Z C_ U) � M M > 0 > L_ 0_ 0 CL m< L. 4- 10 =3 0 0 L_ < 0— (D U) -+-a 0 IM Cn I < -0 0- �- 0 LM " LU = < (1) Z ._j Z < _j 1i I . SHEET NO. PA 1.1 Cn > 2-_0 Simpson Stronig-Tie 2020 FBC Approved Products M= For diredt Enka to all SSTapprovals Bteq below, CLICK HER Updated I�WnQri Simpson Strong -Tie 2020 FBC Approved Products For direct links to ail SSTappyovals listed below, CLICK HSRE Updated 12/3Q/2020 Simpson Sttong-TW2020 FBC Approved Products For drecit Enka to a,11 SSTApprovalg listed below, CLICK HER Updated J�W/2020 Simpson Strong -Tie 2020 FBC Approved Products IfflinfilyLyMNIM For ChreCt Enka tO'Arl 88,T$k rovals listed pelow, CLICK HER Updated 12MI2020 (D 0- Information M= SEEMEE"Millill For addItiorial reganilrig Hands's !!ojaWlde Product A ICK HER pprovsl,9�ern and Marni-Dade. County Notice of Acceptance CL For addfilqrfial Information regarding Floddat's state am and Marni-Dade County wide, Product ApEroval Syst N9490 OrAcoitpiainCq INCA), CLICK HER For addl tIonal Information regArdling Florida's Statewide. Product Approval System arid Manni-Dade County Notice of Aoteptance,(NOA), CLICK, HERE. For additMal information regarding FIWda'Sstst0\v1de Product Approval System and viamil-Dade County NWQ6 or Acceptance' INCA), CLIC HERE. -4-0 0 -41.- C/) FL#2355-R7 FL*10446-R6 FL#,110456-RO 11 HUS, HUSC series hangers Face-MoUnt hangers avalliable in Widths ranging from 1-5/8" to 3- =3 M - C/) 9116" and heights ranging from 41-51161c 1 1"� Concealed flange CD -0 0 Seaf Product Model. Number QrName Product QascEW22a Product Model, Number or Nam Product Qiascd91Lqa Sea A� Product Modal. Number or, Name Product DescdoLl9a version (H USC) available for models having width equal to or 1 Tilen Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titian staintess steel masonry screw I A21. A23, A33� A34, A36, A44 Angles Err, BTB. 9TH Brick Ties greater than 3-9/1 L_ 0 L- (3) 2 APA21, APA4, APA6, APVA21, APVA4. APVAS Outdoor Accents Angles 2 CMST12. CMST14, CMSTC1 6 Coiled Straps 12 IU S series hangers Face -mount hangers available in Widths ranging from i-7/8r to 3w 0 CL 0 3: 3 APS44' B44 , � APB44R, APVB56, APSOOR, APB8a, APB85R, AP51 010, APB1 01 OR, APV Outdoor Accents Post Bases 3 CS1 4. CS1 6, CS1 8, C520, CS22 Coiled Straps 518" and heights ranging from 9-114�' to 1 6�1� 0 FL#"lil APVB44R, APVW6, APVB66 R, APVB88, APVB88R, APV81 010, APVB1 01 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGUS.25-SDS, LGU3,13"DS, LOU5.25-SIDS Face -mount hangers 4 APDJT2r4, APDJT2R-4i ApDjT2-s, APDJT2R-6, APVDJT2-4, APVOJT2RA, APVWT2-6�. Outdoor Accents Deck Jo st Ties 5 CTS21 8 CompressionrFenslon Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers co 0 > -$act # Product Model, Number or Name Product DesodgMa APVDJT2R;6 6 OSP, SSP. TSP Stud to Plate fie 15 LUC26Z. LU021 02 Face -mount hangers -0 E 0 1 SD10112DBB Outdoor Accents Connector SoreW 5 APHH40, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Heinger 7 Hl, H10A, H25A, H3i He, HTZI H16, H18S, H15-2, H16�2S HuricarieTies 10 LUS series hangers Face -mount harge�rs available in vvidths ranging from 1-9116" to 4- (D L_ 2 SD91 12. SDgi2I2,,,SD1 011 ?,, SD1 0212 ftori SO Connector Screw 6 APL4, APL8, APT4: APTS, APVL4, A;DVL6, APVT4, APVT8 Outdoor Accents L and T BaArn-tto-ODIumn Ties 8 HGT-2, HGT-3,1 HGT-4 Heavy Girder Tiedown SiS"grid heig hts ranging from 3" to 10-151161, C/) CL Co 3 S091 I 2SS. S09212S$ Slrouig-Drive80 Connector $S Screw 7 APILH24, APLH24R; APLI426, APLI­126R,� APLH210, APLH21 OR Outdoor Accents Light Hangers 9 H$24 HurroarieTe 17 MGU3 - 63-SQS, MGU5�2"DS; MGU5.6O-SDS, MGU,9.62-SDS, MGU7.00-SDS Face -mount hangers "o C _6_� 4 SDCF22434� SE)CF22512, SDCF22614, SDOF22700, SDCF22858, SDCF2210141 Strofig-Drive SDCP Tirriber-CF Screw a BVLZ Brick Veneer Ledpar Connector 10 HSS2.S[)Sl;5. HSS2-2-SUS3� HSS2-3-SDS3i HSS4-SDS3 Heavy Stud Shoo 18 MIU. series hangers Face-m6unt hangers available in Widths ranging from 1-9/16" to 5- F- U) SDCF221134, SE)CF221334. SDCF271958, SDCF272356, 9 CBT2Z,CBT4Z Conc�led Boom Ties 11 HST2� HST3, HST5, H8Td Straight Straps, 1/8" and haiOlits nariging,trom S-I 511 6"to 19-112', 5� SDCP22434, SDCP22512t SDGP22O14, SDCP22700, 8,CCP22858, SDCP22912, Sirong-Drive SQCPT[imber�CP Screw 10 CJT3Z, CJT4Z, CJT5Z. CJT6Z Conooafad Joist Ties 12 HTS16. HTS20. HTS24, HTS28, HT830, HT$SOC Heavy TWsl: Strap 19 MUS213, MUS28 Faco-mount hargers SDGP221 100, SDOP221134., SPCP271400 11 DJT14 DeQk Joist Tie 13 HT6QI 6KTZ. HTSQ20KTZ HeavyTwstStrap 20 SUR, SUL, SURC, SULQ series hangers Skewed face -mount hanqers�avajlable In widths ranging from I - 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-911 &'and heights ranging from 3-1 M ff'to 13�314". 7 SDS25112� SDS25134, SDS25200 SDS25212, SDS25300, SDS25312, SDS2541,2- Strong -Drive SOS Hegvy-OutyConnetlorScrew 13 FC4� FCG Framing Clips 15 LSTA9, LSTA12, LSTAI&, LISTAIS, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange versdion (SURG, SULC) available for all double SDS255M. SDS25800, SDS258()O 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; on ly -acute flange is concealed. 8 SIDS25112,15, S082520OSS, SDS252128S, SDS2530OSS. SDS2531.2SS Strong -Drive SDS Hearvy�Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17' LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in Widths ranging from 11-9/16"Ito 9 SDWF2716, smi,27.2o, sbvvF2724, sDwF2726, sDwF273o Strong -Drive SDWF Floor -to -Floor Screw 16 H12A, 1­12,5T, He, H1OA-2j HI.08, H14, HGA10 HurricanaTiats 18 LTS12, LTI516, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-518!'to 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, VISTOO, MST72 Medium GirderTleclown Straight Straps FL*10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTAP, MSTA12. MSTATS, MSTA18. MSTA21. MSTA24, MSTA30; MSTA36, MSTA49 Straight Straps FL*1 0667�RG 20 LSO,LOO,L70.LRO Arigles 22 MSTC2a, MSTC40, m8rro5;i.,, MSTC60, MSTC78 Straight Straps Sea 9 Product Model. Number or Name Product DescrIvition 21 LGE4 Post cap 2s msToing, msTcI Pre-Dent,%aps §g" Product Model. Numberor Name Product DescuMm I ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, L550, L$70, LSW Skewable Angles 24 MST126, MST136, MST148, MSTISO, ms-n72 Straight Straps 1 BA series hangers Top f1sn" hangers available in Wdthis ranging from 1 -Q/16" to 7� 2 ATUD5, ATU05-.2, ATUDS, ATUD9-1, ATUD9-3, ATUD1 4, ATUD14�2 Aluminum Take -Up Device �5 LSCZ Adjustable Stair Stringer Connector 25 MTS12. MT818, MTS18, MTS20, MT824C, MT850, MTS36C Medium TwistStrap li,S' andbaliglints ranging from 7-1/6'to, SO'. 3 SP318-2, BP112, BP1t2-$j BP.15/8,2, 30518-3. BP3(4� BPa/4,3, SPRTUD3-4 Bearing Plates 24 LSW2$LZ. L8SJ26RZ, LSS4812j LSSJ2aRZ, I-SSJ21OLZ, LSSJ21 URZ Field Adjustable Jack Hanger 20 NCA2x1 o-12, NCA2xl2,-IZ NCA2x8-1ej NCA2x1O-18, NCA2xI2-16 BrIdgMig: 2 QGBF series hangers Top flange hangers avaiiable in wdlihs ranging from 3-618" to 7- 4 CNW318; CNWIa CNW5/$. CNW.314, CNW5/8-I12,CNW3J4-51a Coupler Nuts 25 LSSRI..8­1, LSSR2.1, LSSR2�37. LSSIR2,58� LSSR210-2, LSSR410 Field', Adj usUble SlopeabliefSkewable Hanger 27 RCWaI2, RCWB14 Waii Bricin%g 118"and heights ranging fromi)-lM.' to;24', 5 CTUD55, CTUD65, CTUD66, CTUOT5. CTUD76, CTUQ77, CTUD87, CTUD88, CTUD97i Coupling Tako-Up Device 28 LTP4, LTP5 Tie Plates 26 RPS18, RPS22. RPS28 Repair Plate Strep 3 DGF series hangers Top flange hangers availab[taAnwidths rarging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and feig h% ranging from 7-11411 to 241. 0 N3. N4, N5, NO Heavy Hex Nuts 28 MMH8 RoofTio-Dowii 30 SPI, SP2, SP4j SPS� SPO Stud Plate Tie 4 E)GHF series hangers: Top flange hangers available in widthe ranging from 1 -�14!'to B- 7 RTUD3, RTUD3B, RTUD4. RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratchelting Take -Up Device 29 MMHC Hinged RoofConnector 31 SPH4, SPH8. SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9AM!'to 24'. a TU D9. TUD 10 Take -.Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2. MMLU210,, MMLU121l, MMLUI39, MMLU1311 FAce-Mount 1-12ingers, 32 SS' -5F SS2'5' SS3. SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in VAdft Plunging from 5-1/4" to 8- 9 TUVV38 Take-UpWasher 31 RBC: RBCP Roof Boundary Clips 33 ST9, ST12. ST18m ST2121 ST1292, ST,2122, ST2115: ST2215� ST5215, ST6224­5T,6236 Straight Straps 7/8" and heights ranRing from 1 1"to 32-1,rZ', 10 URS3 318" Uplift Rod Run Tladown System 32 RST-3 Roof Tia-DDwn 34 TB20. TB27, TB30, T838, T8,42, TB48, TB54, TB56, TB6D Tension Bridging 6 EGO serW% hangers Top flange hangers available in widths ranging from 3-516'Jo 7- 11 URS4 It2" Uplift Rod Run Tleclown Sysitenn 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB1 0. TWB12, TVVBI 4 Wall Bracing, 1/4" and heights ranging from TI-114" to 37'- 12 URS5 51811 U plift Rod Run Tiedlown System 34 STC: STCT, OTC, HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers eve : liable in widths ranging from 3-1M'to 5-7/6' 13 URSO 314" Uplift Rod Run Tieclown System 55 TJO37, TJC57 Truss Jack Clips 57 WBI 00� WBI 000, WR1 26,. VV31 26C�. WBI 43C WallBracing and heights ranging from 8-IJ2" to 29�_ 50 Z2, Z4, Z44 Panel Stiffen er Clips 8 GLTV series hangers Top flange hangers available -in Wdthis ranging from 3-1X' to 7- 1/8" and heights ranging from 11 " to 32'_ FL#10441-R6 FL#10531-RO P HS series hangers Top flange hangers eivailable in widths ranging from 1 -9/1 S" to 7- FL#10447-RS 112" and heights ranging from S" th,�U', §gg_g Product Model, Number or Name Product Description Sea X Product Model. Number w Narn Produci Desorivitioh 10 HGLS series hangers Saddle hangers available in widths ranging �rorri 5-1142'to 5-70' I OTT2 Holddown Seq* Product Model, Number or Name Product Description I CI3H2:37x5,5, 013142.3tx7.63, C1711-12.37A),15 Concealed hangers and heights rargingfrom 10-1/Z'to 28"- 2 HDC1014, HQCIO122 Hold-down I AHEIP Adjustalolia Hip�End Conneclor DU, DHU, DH UTF series hangers Face-mourtt (DU, DHU) and too-flartge (DHUTIZ) hangers, 11 HGLT series hengers Top flange hangersavalsWe in widths ranging from 3-114!'to 5- 3 H008, HH001 1, HHDO`14 Hold-down 2 DSC2R-SDS3. DS,'�2L-SDS�3; DSC5rZ-SDS5. DSC5L-SDS3 Orag Strut Connectors available in widths ranging from 1-9116'to "118" and heights 718" and heights ranging from 7-117! to 32', 4 HDU2, HDU4, HDU5, HOUB, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-116" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2, HCP4 Hip Corner Plate 3 HGU3,,63-SDS, HGUS.4-SIDS, HGV5�50-SDS, HGU5.62-SDS. HGU7.00-SDS, HG.U7.25. Face -mount hang ers, 118" and heights ranging from 14" to 33". 0 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRG42-2, HHRC4/1.81. HHRC44, HHRC5-2".25.. IHHRC5�3713.11Z Heavy Hip to Ridge Connectors SDS, HGU9.00-$DS 13 HIT series hangers Top flange hangers available in widths ranging from 2��15" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in Widths ranging from 1-518"to 7. 9116" and heights rangingfrom IS" to 26'. 8 MPA132, MPAI44 Strap -style purfin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-SM V'tD 12-71W. 14 HUSTF series hangers Top flange joist hangers availablia in vqdths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -We purfin anchor 7 LRU26, LRU28, LRU21D. LRU1212 Rafter Hanger 5 HHGU5.25-SDS HHGUfi_.5,0-SDS�. HHGU5.62mSDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16'and heightsianging fromS-3ff'to 10 PAM8, PA123: PA128. PA135 Sbrap-style purfin anchor 8 LSU2B, LSSU28, LSSU210 Light Slopeablo/Skewable U Hanger HHGU9,OO-$DS 15 HUTF. HUCTF series hangers Top flange hangers available in vAdths ranging from 1 -91Iff'to 5- 11 STHD1 0, STHDI 0RJ1 Sirap-style holdwdowri 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5_50110, Face -mount hangers 112" and heights ranging from 3�7116'to 16'. Concealed flange, 12 STHDI 4: STHDI 4RJ Str@R-style hold-down 10 TP24: TC26: TC28 TrussClip HHUS7.25110 version (HUCTF) available for all models having vvidth equal to or 11 THA29, THA2`13, THA218, THA21$2. THA222-2, THA413, THA41 8, THAC418,,THA422, AdjuMble Truss Hanger 7 HSUR. HSUL, HSUIRQ HSLILQ series hangers Skowed face -mount hangers ilavaliable in Widths ranging frorn 3- greater than 2-9110'. THAC422, THA426 THA422-2, THA428-� 118" to 6-148" and hAloh Is rariginig from 4-31N, to I 5-WV'- 18 HWP series hangers Top flange hangers available in Widths ranging from I -9M S" to 7- 12 TIHIA11.81Q2, THAl2.06f22, THAl2,1122, THA1222, THAI322, ThAi3622, THAI422 Acjqstable Truss Hanger Sizedfor ]-Joists Concealed flange version (HSURC;,, HSQLC) available for all dclbe 2Xard 4Xmodels- only acute flange Is corroealed. 118" and heights ranging from5.3/9'tc 2SI, IS THAL422, THAFZ422 Skwmd Truss Hanger 17 HWPH series hangers Top flange hangers available in vAdths ranging from 1-9M 6" to 7- 14 15 THJA261 LTHJA20,,1,THMA THJM2-4-sbss, THJW-5�SDSS, THJU26, THJU26-W Multiple Truss Hangers Multiple Truss Hangers 6 9 HTU26; HTUI28, HTL�21 0, HTU�6­2, HTU28-2, HTU21 O�2 HU, HOC series hangers Faoe-mownt hangers Face -mount hangers avallablee in Widths ranging from 1-9/16" to 7- 16 ITS series hangers 112" and heights ranging from' 5-1516'to 52"� Top flange hangers available In Wdths rang ing from 1 -9/1 6'to 3- 0 16 TSOR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7187 to. I 9­11W'. Concealed flange 518" and heights ranging from 9-1 /,$" to 16". J 17 VPAZ VPA25, VPA3, VPA85, VPA4 VariablePitch Connectors version (HUC) available forall models having width equal to or 19 JB series hangers Top flange hangers available in Wdth of 11-9/iTand heights IS VTCR Valley Truss Grip greater.than 2 ranging from 5-3/8" to 7-4il", 10 HUCQ1.8119-SDS, HIUCQI:81/11-SDS, HUG0210-2-SDS, HUCQ21.0-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9116" and heights SOS, HUCQ4rIO-SDS­HUCO412-.SDS., HUQQ5.25J9-SDa HUOQ5.25111-SPS, HUCQ610- ranging from 9-3116'tD co SOS, HUCO612-SDS (Z G, ri 0 a) C: ca CL -0 0 0 < OMNI, ML Simpson Strong -Tie 2020 F13.0 Approved Products Updated 12/3012020 EMMITo M Simpson Stror�g-Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong-Tie2O2O FBC Approved Products Updated 1213W2020 IMMOM Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W2020 UJ um For drect Inks to all SST approyaJIs listed below, CLICK HER For ditraot Enka to all SaT sop �Tovals fisted below, CLICK HER cm For direct Inks to all 88Tepprovals Isted beiow,, CLICK HERE For dract Inks to ell WTappirovals Isted below, CLICK HERE FQr additional information re garding Flixida!s Statewide Product Approval System and Maynd-Dade County Notice of At;ceiptance INCA). aL1QL=. For additional Information regarding Floridas Statewide Product Approval System wid Msmi-Vade County Notice of Acceptance (NOA), f��. For additional information regarding Flordies Statewide Product Approval System and Maini-Dade Cwurity Notice ofAmeptance (NOA), �fg�. For additional information regarding Flodda!a Statewide Proilixt Approval System and Mami-Dade County Notice of Acceptance (NOA). 9UZLAM, 21 LB series hangers, Top flange han gersavailable, in miidth of 1 -Q?1 IT'and heights FL#11460-R5 18 SILBVI,56, SILSV1.81. S1,1_15V2,06, SILEV2,37. S/LBV.2,56, SILBV2.66,. S�LBV�12, Top FlangsJoist Hangers 5 SET_XP Adhesive Anchor for concrete ranging from6-318" to SILOV3.58, SILBV:3,62, SlLgV-4.06. SILBV4,12, S/LBV4.28, SILBV4.75, S&BV5.60 6 Strong-Solll:2 (ST1132,STB748S, ST I 82.6SS) Sir orig-Bok'2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange han gerSavallable in width of 1-9116" and he�lghts §A" Product Model. Number or Name Produgl Misorlption 19 $/LTT20, SJDTT2Z11 S/HTT1 4, HTT4, HTT-5 Holdlowns steel and Types 304,and 316 stainless stael ranging frorngl-W18"th I H H U8210-3, H H US21 O�4 Joist Hanger M §fMST60, S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titen HO Heavy DutyScrewAnchor for concrete and masonry 23 LEG3, IJEG5� LEG7 series hangers Top flange hangers; available in Widths ranging from 3-114" to 6- 2 HR50, HRS6, HRS12 Strap Ties 21, SP4,SP0 Stud Plate Ties available Min heY head, in 6aftri; steel and Types 304 and 316 718" end heights, ranging from W to 3 HUCQ�10-��SDS, HUC4210-3-$OS, HUC010-SDS Joist Hanger 22 I§SP, DSP. TSP ftd Plate, Ties stainless steel, or With countersunk head in carbon steel and 24 MEG6, MEG7 series hangers Top flange hangers available in Wdthis ranging from 5-114" to 5- 4 THGI32, THGOS, THGBH2i THGSH3, THGEH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to-32-112'. THG02-SDS3, THGQS_SDS4�5, THGOI­12�81DS3, THGQHS-SDS4.5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss grace Diagonal 8 Till HD Rod Coupler (THW7634RC, THD50934RC) Tilan HD Threaded Rod Coupler for concreta 25 MIT series hangers Top flange hangers available in wictlis ranging from 1 -9/1 V'to 5- 6 THGW3-3, THGWS-4, THOW21-3, THGW4-4 Joist Hanger 25 TJC31 Truss Jack Connector 9 Trien HD Threaded Rod Hanger (rHDB25158RH,THDB37158RH, THD37212RH, Titan HOThreaded Rod Hanger for concrete, 118" and heights ranging frorn 971 IN� to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width ofl-9116'and heights 10 Wedge -All IWA) Wedge -All Anchor for masonry ranging from "18" to 7-11YS". FL*11473-115 FL#13904-RS (D 27 28 RR WP series hangers Ridge rater connector Top flange hangers available in Widths ranging from 1-9116" to 7- Sea Pruduct Model, Number or Name Product Description Sea N Product Model, Number or Name Product Descaetian FL#116230­118 1/8" and heights ranging 9-1/4"to 32". 1 DETAL2O Double Embedded Truss Anchor 1 CCQM3 62-SDSHDG� CCQM4-62-SDSHDG, CCQM5.50-SDSHDG, CCTQMS-62-SDSG, Masonry Pier Caps 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor OCTOM4.82-SIDSIG, CCTQM5.50�SDSG, CCCOM3.62-SDSG ) CO�QM4.,62-SIJSO, sea # Product Model. Num bar or Name Product Description ,3 HIS, H18S. H16-2; H16-2S HurricaneTie CCCQM550_SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10060-R5 4 HETA12. HETA16. HETA20, HETA24, HF-TA40 Embedded Truss Anchor 2 ECCLOM3.62G.KT, ECCLQM4VG-KT, F-CCLOM5.50G-KT, ECCULOMD3.62G.KT, Masonry Pier Caps 2 ET.HP ET -HP Epoxy Adhesive for masoriry E H5TAI_12, HETAL18, HETAL2O Embedded Truss Anchor E&CLLQMb4.62G-K'T.. ECCLLQMb6,,15OG-kT, ECCLRQMD162G-KT, ECCILROMD4:620- 3 SET-XP SET-KP H igh-Strprigth E oxy,,Adhesive for masonry Sea.# Product Model, Number ABA44R, Product Description 6 HGAM10, HMO Masonry retrofit connectors KIF., ECQ1_RQMD5.5aG-KT 4 5 Shorg_Bolt2r(8tS2) Strong -Bolt 2 Wedge Anchor tot masonry 1 ABA44, ABA46,�ftl; ARAO6, ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor HGUM5,25;.HGUM5.5q, H13UM7,00, HGUW.25, HGUM9.QO Heavy Masonry Hangers Titen 2 (TTN2) Then 2 ScrewAnchor for Concrete 2 ABU44i ABU44R, ABU413, ABIL1461R, ASU5.5, AOU5-6,. ABU65, AkOl ABUBSR, A91,188, Adjustable Post Base LGT2, _GT3-SDS2:5, LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM26-�l, LGUM215-4, LGUM28-2. LGUM2B.3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD+4SS, THD-HOSS, THD-CSOSS) Titen HO Heavy -Duty Screw Anchor for concrete available in 304 ABUBSR, ABUIOIO, A130101OR, ABU1212, ABU1212R 9 ILTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, _GUM48, LGUM410 or 316 stonless steelMh hex head, and 316 stainless steel wIth C_ 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66z, ABW66RZ, ABW7.7 AC4, A04R, ACE4, AGO, ACBR, ACS6 Adjustable Post Bass Post Cap 10 I I META`12. mETA1,6, METAIE�META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCM430 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.fZf0.25, MBHA3-12111.25, MIEIIHA1567.25, MBHA3.56)D,25, mBHA3.56m_25. MBHA3.66111.88, MBHA&56/14, MBHA3.56/16, M13HA3.56118, MBHA5:5w.25, MasonryTop Flange Beam Hangers 7 Titan Turbo (TNT) countersunk. head, Than Turbo Screw Anchor for concrete or masonry U) 5 SC4, BC46. BC4R, BC6, BCGRI BCS, BC52-2/4. BCS2-3/6 Post Cap 12 M TSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HAS.5019.25. MBHA5,50/11.25, M13HAS.50111.513: MBHA5.5CY14, M13HA550f1d. 6 C1344, CB46, CW CB68, CBS8 Embedded Column Base MBHA550118 CIO 7 CBSQ44-SDS2, CBSQ46-SDS-2, CBSOUS-SDS2, CBS086-SDS2, CBSQ88­SDS2 Embedded Column Base 6 MBHU3.56/9.26, MBHUS ' 56111.25, MBHU3.50/11,88, MBHU3.5&14, MBI-11.13.56fle, Masonry Beam Hangers FL#16S37-R3 8 CC, ECC, ECCLI Series Bolted column caps wilth W1 ranging from 3-1114" to 9-ItZ'and FL*tl49&R$ MBHU3.56118, MEHU6.5019,25. MBHU5.5VII.25, MBHU5.50111.88. MBHLJS.�501114, > W2 ranging from 3.518" to 7-IJ2" MSHU55OM6, MBHU5,50118 ,&gj Prod= Model, NuMberor Name Product Desorliptlon co 0 9 CCQ-SDS2.5, ECCO-SOS2.5 Series Screwed column capswith W-1 ranging from 3-11,Vto 9-1/2'and Sea # Product Modal. Numbeur or Nam Product Description I X341211016-SK, XiSIO16, X19I 01 6.4K, XQISIDIS, XQ1 BI 01 6­4K #10-18 Strong-Drive,XUetal Self -Drilling, Tapping Screws with #3 W ranging from 3-518" to 7-1/2" 1 DTTI Z Deck Tension Tie Drill Point > CL 10 CPT44Z, CPT6SZ, OPTS87, Concealed Post Tie Base 2 HD1 2, HDI 9 Bolted Holciowns FL#13076-RO 2 XLQ1 I 4T1 224. )(14114B1 224-2K #1 2n24 Stra rig -Drive XL tLatgle.Head Metal Saff-Deffling, Tapping 11 EPB44A, EPB44, EPE34Q, EP'BW Embedded Post Base 3 HD3R HD5B, HD7B, HDRS. Bolted Holopwirs Scieviis with #5 Drill Point and Large Dsmerber Hex Washer Head 12 EPS47 5mbe4dod Post Base 4 HTT4, HTTS� 1-175-314 Tension Ties Sag # Product Model, Numbeurgr Na Product Descang2ft 3 XMQ1 14SI224, XMQ1 14W2124-21< Ni2-24 Strong-Orive XM Medium -Head Metal Self -Drilling, 0 13 LCB44, LCBOO Embedded Column Base 6 LTTIO, LTT20B, LTT131 Light Tension Ties I SDW,22300, SDWZ2�l�, SDW224Z8,,SDW22458, SQW2260Q SDW2260Q, SDW22038� $trorg-Drive SOW EWP-PLY anti TRUSS -PLY Scrov�s Tapping Sonews with #5 Drill Point and Medium Diameter Hex 14 15 LPC4Z, LPCSZ MPB44Z, MPB66Z. MP888Z Light Post Cap Post 2 SDW2263� SDWC­15450� SIDWC115800 SDWC Screw 4 XQI I 4S1 2241 XQl I Q1 224�2,5K XI 14SI 224. XQ1 1 2S1224. YQl 12B1 224-2K #12-24 $trong-Drivai X Metal Sleff-I)rIlling, Tapping Sors" with #5 Drill Point -4-0 Moment Base ftorgZrive TRUSS 16 PB44, PB44R, PB416, PS$6, PB66R Embedded Post Base FLAM3620-Rb 3 SDWH I O3Q0OB,SDWH194OOD9, SDWHIDBOODS, SDWH19SWD8, SDWH10IOOODB Strong -Drive SDWH TIMSER-HEX$orew 6 XU34SI 016, XU34B1 01 13�51< #10-16 Stro ng-Drive XU Metal Self -Drilling, Tapping Screi-r. witil IT PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27SOOG`. SIDW-127800G, St)WH271000G, SOWH271'2OOG Strong -Drive SQWH TI MBER-k EX H DG Screw #1 Drill Point 18 PBV6, PBV1 0 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDW$16212, SOWSlb3QQ,,SOWSI63I2� SDWSI 8400 Strong -Drive SDWS FRAMING Screw 19 PC44-15: PC46-18, PC48-16. PC64-18, PG�16. EPC44-16, EPC46-16, EPC48-1B, Post Cap 1 S I B515x�4, 8B7/8x 1 24, SRIx3O SB Anchor Bolts 6 SDVVS19800 SOWSIP712_ SDVV,922400,SDWS22500.SDWS22512, SDVVS:�2600; 1 Strong -Drive SOWS TIMBER Screw (Interior Grade) 0 EPC64-16, C-PC68-18 2 SSTBI6, SST820i SSTB24, SST828, SSTB34, -,-,TB3$, SST81 SL, SST620L, SSTB24L. SSTS Anchor Bolts SOWS22800,, SDWS229M, SMNS221 000, SDNS221 100; SDWS22i 200. SDWS221 500 FLOM20-RO 20 PC4Z, PCZIRZ� PCSZ, PC5RZ, P082, PC8RZ. EP.C4Z. EPc4RZ, EPC67- EPCBRZ, EPCSZ, Post Cap SSTB28L 7 SDWS22300DEL SDWS2240ODS, SOWS2250ODB, SDWS2260ODS, SOWS228031313, Strong -Drive SOWSTIMBER Screw (ExtenorGrade) EPC8RZ SDWS2210CIOD8 Sea If Product Model, Number or Name Product Qescd2UU 21 PPB44-4Z, PPB44-6Z Post Base a SDW=312DBB, SDWS22612DSE3 Outdoor Accents Structural Wood Screw I DSSCB4$.S; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Roftfit Post Base FL#1 3872-R4 SDWS2730CISS, SIDWS274OOSS, SDWS2750OSS, SDWS276DOSS, SDWS278OOSS, Strong -Drive SDWSTIMBER SSScrew 2 FCB43.5, FC845,5; FCB47.5; FCB49.5, FCB411.5 Bypass Framing Fixed -Clio Connector U) EDWS271000S.S. SDVVS2712008S 3 FPHSD34SIG18, FPHSW,481016, FPHSD34B1O16-5K, FPHSD34$1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFSSelf- Sao X Product Modal, Num bar or Name Product Oascrlptloh 10 SOWV13400 Strong�Drlvei SDWV SOCE-TQ-RIM Screw FPKSD34B1214, FPHSQ34B12I4-5K Drilling, Tapping Scraws ICU FL#I 0066-R 1 CMST112, CM8,T14, CMSTC16, CS1+ CS16, CS18, CS2�0, CS22 Colled,51raips 11 STN22 Qkrtdoor Accents,Hex-Head Washer 4 LSFC2.251. LSFC41.25, LSFCO,25, SFC2.25. SK4.25. SFC6.25 Stsel Framing Con noltor 2 HRS61 HR.S8: HR$12, FHAQ;FHA91 FHAl2, FHA18, FHA24, FHA30, MSTI?e, MST136, Straps 97 mil (12, ga) 6 1_5�4.25, L�SSCB.R,5, SSC2.25, SSC4,25; SSC6.25: MSSC2.25, MSSCA.25, MSSC6,26, Steel Stud Con neators Sea # Product Model, Num ber or Nam Product Descrintion M87148, M6TI6O1,MS'r17Z &MST27, SIMST37, 6IMST48 MSSC4.25KW, MSSC6.2,5KW 1 F_A, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28� HT-930, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5,6, RCKW7.5, RCKW3S, RCKW6.6S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation PIste, 4 LSTA30, LSTA38, LST149; 1_8*1`173� MSTA9. MSTA112, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mill (18 ga) 7 SCB43.5, SCS45.5; SGB47.5, SCB49.5, SCS41 1 �5. MSCB45�5, MSCB47,5 Bypass Framing Slide -Clip Connector 3 GH40-8, GH416-8, GI­148-6� GH48-8, SH410-6, GH410-8, GH06-6, GH66-8. GH68-6, QH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA16, LSTA21, LSTA24, ST292, ST21-22, -ST2115, ST2215 Straps 38 mil (20 gai 2MI Product Model. NUM bar or Name eM.dUot Description 8, SCS32-5197, SCS62-6197, SCS62-51118. SCS82-51118. Bypass Framing Connector 8, GHSI M� (21­1610�8 6 LSUBHS.25, SUBH3..'25, MSUBH3,25 Bridging Connector I AS 18, AS I W5, AS 1 SSff 18 ga. Truss Plates 9 SCV%G.25, SCW53 Head -of -Wall Side -Clip Connector 4 GLD5A, GI-8513, 01-135C, GLEi5D, GLEi7A, GLE3713. GLBTC, GLB7D Glularri Searing Plate, 7 LTP5 Lateral Tie Plate 2 A5201-16 20 ge. High Strength Truss Plate 10 SJC8.2&, SJC10.25, MSJC8.25, MSJCIQ.25 Steel Joist Conneators 5 CLST51 2, GBLTS1 2, GLBT516, GBLT616, (31-13TS20, GBLTS20 Glulam Bearing Plate 8 LTS1 2, LT816, LTS1 9, LTS20 Light Twist Straps 3 ASn20 20 ga. Truss Plate. 11 SSB3.518 Bypass Framing Slide -Clip ftut Connector 6 HGLSA. HGLBB, HGLBC, HOLED Heavy Glulam Bearing Plate 9 MSTA50, MSTAX ST6215, STO224, sT9, STIZ ST18, ST22, MSTC26, MsTC40, M$TC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34BI 414, XLSHT8B1 414 #14-14 Strang -Drive XLSH Shouldared Seff-Drilling, Tapping 7 HGT-2, HGT-3, �GT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST8236 Straps 68 mill (14 ga) Scinews. W a UFP`10_SDM Universe I Foundation Plate 11 MTS12, MTS16, MTS18, MTS26, MTS30, MTS24C, MTS30C Medium Twist Straps 15 XQISIOI 6, XQIBIOi6-4K, XQ181214, X01 131214-3.5K, XQ78SI224, XQ78S1 224-3K, 410-16, ;712-14z and #12-24 Strong- Drive X Meta I Self -Drilling, 9 URFP Universe I Retrofit Founderdon Plate 12 SIB1,56, SIBIS-1, 8=.00, SIB2,37, S�B2.56, SIB2.56, SIB3.12, SIB3,56i SIB3.62, SIB4.06, Top Flange Joist Hangers FL*15730-R4 X01 1 4SI 224� XQl 14B1224-2.5K. X01 12SI 224, XQ1 I 291224-2K. )(3481016-5K, Tapping Scraws SfB4.12, S1134.28, &B4.75, SIB5;50 XI S1 016. XI BI 01 6-41<,� X1 SI 214. X1 BI 214-15K < 13 S�BAZI=. SfBA112/10, SIVA2,12M2, SIBA2.12/14. SfaA4.16/8� SIBA4.18110, Top Flange Joist Hangers Seci # Product Model. Number or Wine Product Description SIBA4.18/12, SfBA4,18/114 I ET -HP Ad hesive Anchor for concrete 14 SfH1A HurricartaTie, 2 GAG, GDP, GDPIM-50� GOPM-75., GQPM-100, QDPS, GW�50. GW-76,t�W-100,_GTH Gas-aduated fasteners and assemblies 15 S/H D8S;,'SHO8G, VHDI OSI S41 DI OR, S/HD15S, SIHDI 5B Holdowns POPA, PDPXK, PDPAnMG, PDPAT, PDPAT�K PINW, PlNWP, PINWP-W, POPAWL, Powder -actuated fasteners. threaded studs, and assemblies < 18 S/HDL14. SMOU6, S/HQUO, &HQUII Holdqwm PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PEOLDPA, PTRI-10, PTRH44 IT SIJM,, SfHJQT Joist Hangers 4 SET-13G Adhesive Anchor for concrete SHEET NO. PA 1 .2 /T_1_LTE_00 11lic TILLIT TESTING & ENGINEERING CC WATTER A- T`ILLIT..M. M. IILPX. Lk�" ' .44W, a CA U­ M, W(X719 PRODUCT 9VALUATION REPORT REPORT NO.: 20-0728.01 DATE: July28,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY:_ Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Street Davie, Florlda333`14 1. PURPOSE.011F EV ALUATION; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.F_ (System ID #1906) to the Global Protection Products,, LLC, Rule Chapte r No. 6 1 G20-3, Method I D of the FI orida Deps rtmen t of Business and Prolliessional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for rornpliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its 11rhilartions and conditions 2. EVIDENCE SUBMITTEM- 2.1. PRODUCT EVALUA_TIQN_0OC_WW1ENTtea."- Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEV', shoots 1 thru,26 of �6 prIaparedby'rilteco, Ina,; signed and sealed byWalter A. Tillit, Jr., P. E., dated 07128/2020. This drawing Is -an integral part oll Va. Evaluation Report, I tiql'o A rk No. Na,�44167 6355 N.W. 36th Street Suite 305, MIAnTI, Florida 33166 - Phoee: (305) 871-1530 PROOTICE 1ALJL&MN1WP0= NO, 20&728.91 22 TEST R POR"'; Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static; loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Tosting, Inc., Reports # 96-669 dated 08/0911996, #96-670 dated 0911'811996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.t., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611098 and # 2126 d6ted 10/0511996 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P. E. and Henry Hattern, P. E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.9. ST8MGTURikL ENGINEERING CALCULABONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with sertion 1616 of the Florida Building Code. Calculations prepared by Tillieco, Inc., dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE; Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 43—WISID LOAD 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel leingiti shall boas Indicated on sheets 8,10,14, 16, 18, 19, 25 and 26 of 26 of Product Evaluation Document (P.E1).), drawing No. 20-176. Maximum Anchor SpaDing shall be as Indicated on shoots 8, 9, 10, 11, 14, 15,17, 118,19, 20 25 and 26 of 26� of Product Evaluation Document (P.E.D.), drawing No. 20-176, .5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on shoes 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8. 14,16, 26 and 26 of 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. \ZE 67 Z STATE OF R1 GENERAL bW0 8.3) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STWOO OR WOW awns BE FOUND ON THE ONE I= MOM WAM STIM MN DMNG WALL, ANCHORS SHALL BE LIM ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I. STORM PANEL SHOWN ;JROO ALUA MW"XD�)X BEEN VERIFIED FOR COMPLIANCE IN ANCHINVAGE SfIALI. BE AS MENTIONED IN B.I) AM IN 82)� ACCORO"E WITH THE 2020 t7 ECUCT014) or JXF= 0 TO DMTM DESIGN WIND LOAD$ SHALL BE DETERMINED AS PEA SECTION 1WOOF THE ABOVE M04WNW COCIE, FOR A ASF Y JURI;ffM WH% THOSE SHUTTERS WALL BE INSTALLED AND 1/4-0 TAPCON MCHORS, AS MANUFAC11RED BY 1,TW, MADEX. M. #4�10 PAKMMqE FOMALE W A-40 PAHM.VA7E PLUS #XHORS, AS MANUFACTURED 13Y ELCO CONSTRUCTION MODOCTS. =&;Sr ALITY ��B FOR A USING .1_1, $HALL NOT EXCEED THE MAXIMUM *S.D.) O,Sj�K 1/4-0 LAG SCREWS PER N.DS. DOM PRESSURE RATINGS INDICATED ON SHEETS 7 THfW 12. ift, m, 111. 19 & 20, 7/16'# X 515' WOW SUSHIN0, AS DISTRIBUTED BY ALL PONT SCREV. OXT & SPECIALTY CO, IN ORDER TO YERIFY THE ASM CONDITION, ULTIMATE DESIGN WOW LOAD$ DETERMINED PER ASCE 7-16 $HALL BE FIRST REDUCED TO h&O. DESIGN WIND LOADTi BY MULTIPLYING THEM BY 0,6 IN ORDER TO "I"MIM ZMMUTTIM C.1) INTO WOOD OF TAPCON ANCHORS SFALL K 1 1/2* AND 2* FOR ELCO PANUMAIE PLUS COMPARE THESE W/ MAX, "0) DESIGN PRESSURE RATINGS INDICA7M ON SHEETS 7 THRU 12. $4. 15, 1&, 19 & 20. IN ORDER TO VERIFY THAT ANCHORS ON THIS PLO. AS Im WERE NOT OVER SIRES=, A 33Z INCREASE IN ALLOWABLE 0.2) MINIMUM THREADED PEKEMTION OF LAG SCREW, Wo THE WOOD FRANC UNIT 9RALL BE 1 1/2' No THREADED PENETRATION INTO STI)COO SHALL BE CONSfDERED AS PART OF THE REQUIRED THREAM PDk-FPATKTN. STRESS MR WIND LONDS WAS SM USED IN THEIR ANALYSIS. FWVdM SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH RD.& 2018. C.3) MINIMUId EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED (14 THIS DRAWING STORM PANEI!S ADEQUACY MR IMPACT AND WIND Mr.TNICE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1926 Or THE ABOVE MENTIONED CODE AS PER HURRICANE ENfUNCERING & TESTING RIC, REPORTS 95-569, 96-570 At 96-130 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHAUL BE 5/r. 1/4- 0­20 SCREWS USED SHACL BE 1 1/2- LONG MINIMUM FENESTRATION TESTING LAB, 04C,, REFORM #2032 & #2126 , AS PROTOCOLS TAS-201. TAS-202 AND TAS-"3_ SHOULD STUCCO OM7. AND I' MINIMUM! FOR WALLS WITH NO Sn=. AS WILL AS AMERICAN TEST LAS OF SOUTH FLORIDA REPOFff #019.01-09, AS PER TAB 2DI. TAS 202 AND TAS 203 STANDARDS, C.5) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS. STUCCID OR WOW BOARDS BE FOUND ON THE ExiSTM 2� ALL ALUMINUM EXTRIMXXIS TO BE 606346 ALIDY AND MVER. (UNLESS OTHERWISE NOTED), SEE SHEET I WALL, ANCHORS SHALL BE LONG ENOUGH TO WACH THE MAIN STRUCTURE BEHIND SUCH PANELS. MCHORACE SMALL. BE AS MENTIONED IN CA). CZ) * CA) 3. ALL AUMINUM SHER METAL USED AT CLOSURES SkALL HAVE 3105-H14 ALLOY, (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECDMMEND471MG AND SPOOFICATIONS OF THE ANCHOR'S MANK)FACIURER 4. ALL STEEL SHEET METAL PNNELS 94AU HAVE S7RUCTLIRAL QUALITY STEIL ASTIA A-M GRACE 30 MINIMUM, G-0) GALVANIZED STEEL DESIGNADION W/FY- 56.5 1* (AFTER ROIJIM). S. PANELS WAY ALSO BE IRSTNIXED HOR9ONTALI.Y FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEM 4 THROUGH 6) EXCEPT THAT HEADERS 0 & Q 944LL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEM 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CAROGN STEEL AS PER DIN 50018 W 50 k9f YIELD STRENGTH AND 90 kof TONSILE STR04M & SKALL COMPLY W/ FLO160A WILDING CODE 91 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDRESS OF THE SMICTURE WHERE SHUTTER IS TO BE SECTION 241 ATTACHED TO INWRE MWER ANCHORAGE- THIS SHUTTER SMALL ONLY BE ATTACHED TO COMCRETE, BLOCK OR VOODD TRAIR BUtDING& 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AtST 304 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. $0. EACH REGULAR STORM PANEL WITH LENGTHS OVER S'-S THROUGH Ir-4, AS PER SECTIONS 6. 8. 9 & 10 AND ALTSIMASIVES 8W. 7. ANCHORS TO WALL SIALL BE AS FOLLOWS' SW V=IOW ON SHEETS S� 0 & 12 ISLE AF=gr A LEG AND REAMY VISIBLE MARKINC INSTRUCTING OWNER OR TO SECURE P*WAS WITH DURING PERIODS OF HURRICANE WARNING, It, THE INSTALLATION CONTRACTOR IS TO SM/CAULAT ALL SHUMR COMPONENT EWES WHICH REMAIN IN CONTINUOUS CONTACT WITH 1/4*0 TAPOON ANCHORS AS WANUFACIURED BY I.T.W. StRIM. INC. (Mim. Vc-3792 p.s�L) THE SUILOIRG TO PFWJVY WND~ INYIIU"� /4" 0 � 7/8' CMX-IH ANCHORS, AS MARLWACTURED BY DEWALT M. (MIN, f'�3001) P.I.) /4"0 SOUO-SET ARCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12� "M PANEL INSTALLATION SKAILL COMPLY WITH SPECS INDICATED IN THIS ORAYM PLUS ANY BUILDING AND ZONING REGULATIONS f%1A* (Mft, -3000 pmJ-) PROVIDED BY THE ORSOICTION WHERE PERMIT IS APPLIED TO, #14-10 PANELMATE FTAINLE TO Ak PANOMATE PLUS MVIORS, AS W"ACTURED BY ELCO CONSTKX;nON PROIXIM (MIN. f, -3350 P.T.) 13, (P) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATKOI t/4-0 C; TAP ­GRIP MCHORS. AS MANUFACILM BY TRU-FAST CORPORATION (r­3SCD p�J.) FOR A SITE SPECIFIC PROWECT. L.. WHERE THE SITE CONDITIONS WMTE FROM THE PX.O. ki) Am MUM EMBEDMENT OF TAPCON ANCHORS WIV POURED CONCRETE SHALL BE 1 3/4'� 2' MR PARELMATE FEMALE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PUROIASE AND 116TALLAknON INCLUCING LIFE SAFETY OF T14S PRODUCT BASED ON THIS P40. PROVIDED HE/5HE DOES NOT WVIATE FROM THE CONDITIONS DETAILED *4 THIS DOCUMERT. 0 AND PANEMALTE PLUS AND 1 1/4* FOR CF TAP-GRP ANCHORS. CONSTRUCTION SAFETY At SITE IS THE CONTRACTORS RESPONSIBILITY. A,2) CALX-W & SOLID -SET ANCHORS SMALL BE DAIWOM ?/S' INTO THE POURED CONCRETE. NO EMBEDMENT INTO (0) THIS PRODUCT EVALUAITON DOCUMENT WILL BE CONSIDERED ft" IF MOOIFIED� STUCCO SMALL BE PERMITTED. 1/4- O�20 SCREWS USED SHALL, BE I I/r LONG MOM" SlMLD STUCCO EXIST. ND I' MINIMUM FOR WALLS WITH NO STUCCO. MD NO BE HEADED $CREW$ OR ALL THRENXD SCREW$ W10 READ, (d) SITE SPECIFIC PROXCTS SHALL BE PREI'ARED BY A FLORIDA RECISITERED ENGINEER 09 ARCHITECT %MR WILL BECOME THE BUT WITH Win MUM ENGINEER OF RECORD (EVA.) FOR THE PRORCT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED, ENGINUR Of ROM", ACTING AS A DELEGATED ENCINVOR TO THE A,3) IN CAM THAT PRECAST STORE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR V*OO BOARDS SE FOUND ON THE PZO ENGINEER. SHALL SUBIART TO THIS LATTER V14E SITE SPECIFIC DRAWINGS MR REVIEW. exanw WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH 70 MAW THE WIN STRMURE BEN" SUCH PANELS. AMCHORNGE SHALL BE AS MENTIONED IN ALI) AND IN A.2). W THIS RED. SHALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF REVORD THAT PREPARED 0- (a) PlEXISTINS CONCRETE IhQQ&_WNA_AADLC_-%' /4 . : TAPCOM ANCHORS AS MANUFACTURED 13Y 1. T. W- BURDEN. INC. 14 SHUTTER M44LWAMFWS LABEL WALL BE LOCATED ON A READILY YISKA-E L='nON AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA SUILOIIQ CODE ONE LABEL 1/4' x 7/9' CALK -IN ANCHORS, AS WANVACTUINM BY DEWALT INC. (MIN. V-1500 pAJJ WALL K PLA4EO FOR EVERY OPENING. LABELING 10 COMPLY WITH SECTION 110S" Of ?HE X 1/4"If, �31e SCLIO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, INXT & SPECIALTY CO. FLORIDA BUILDING COPE (R&N, V-1800 P.*,L) ft4-10 PANELMAlt FWALE ID AND PANIMMATE PLUS ANCHORS. AS MANUFACTLIRED BY MLC0 CO"SnWCTION 5aM SMALL ONLY BE PRODUCTS (MIN. V-267t pm.f.) IATE 1/4' 0 OF TAP-W ANCHOft. AS MANUFACTLIRED BY TRU�FAST CORPORATION A , � �A_ 3.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELW PAMIJWATM AND CF TAP-GRP ANCHOfL \N�Gji - I , - .. /- FLORIDA BUILDING CODE (High Vs a Hurri" .11�. �..l BLOCK UNIT SHALL BE 1 1/4-. A 7c:":E GALVAHM STEEL STORM PANEL B-2) CALK -IN & SOLID -SET ANCHORS SMALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCIC UNIT. NO NO. 4 J_ 167 INTO STUCOD SHJVL BE PER "TEG. I11V 0-20 SCREWS USED SHALL BE 1 1/2- LONG UNMUM Mr. MD&4kL PRMCTION Oum LLC-1 EXIST. AND I* M#eAM FORUWA" WIN NO STUCM S-S7 �q 2) I[#] Z 0 11310 h, 14 T� I A, k (Oil *4 Ri 111 Utma-1111M 4 Z.101MOMNS1 1111111 R-1741311111111 -1 1 ZLll-oltljZ4 *9 am a TWACH 9) X,11 L 'EIUNG ANQ 56M MQUI1111111111 SECTION SCALE 3/8-1g. A= OUT Koyaw ALTUftM F1 U gig MOI NO M - VDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 9) NOTE FOR comamrim OE TOP & BOTTOM MOUNTINGS CAN OF COMBINED IN MY WAY To SUIT ANY INSTALLATION. AUATION FXPOW1 zW. 204mm 6. MATERIAL CHARACTERWIACS-AND SPEC09MIONS: Shall be stirictlyin isoocirdance with General Notesand Components indicatedLon sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.)., drawing No.20-176. Anchor Specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation D000ment (P.E.D.). drawing No. 20-176, 7. LIMUMONS AND CONDITIONS OE USE: 7.1. $hall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26i as well as General Notes # I thru 4 and 11 thru 1B, indicated on sheet 21 of 20 of Product Evaluation Document (P.E.D.Y, drawing No. 20-176 prepared by Tiltaco, Inc. and signociand sealed by Walter A.Tillit, Jr., P.E�, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZON58 as defined on sectIon 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.EL.( Florida License No. 44167), President of TiRew I , , , Inc. (Florida CA-0006719). WAT)LL D�� TILTECO ADMON RE60RDS � P. E. REPORT.20 kGLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANEL% DRM # 20-176 � REPORT# 20-0721101 F ZDOO* L FAM'S Vdi W/ Am" ow. MQMETBIC VIEW QQNL A ROUNCED CORNEA 0 ENDS OF PMWS '0 * ` L iktOIX L I E C 0 TILLIT TESTING & ENGINEERING WALTEII.A. TI[,LIT, JL, P& PRODUCT EVALUATION REPORT X.Ilil�ltemi­ - 44LI7 REPORT NO. 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT S.UB­CATEGORY. Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL sToRm PANEL MANUFACTURER: Global Protection Products. LLG 4800 S.W. 51 Street Davie, Florida 33314 1. E!URPOSE OF Q"LUA11QN: This, Is a Product Evaluation Report Issued by, Walter A, T1111t, Jr., P.E. (8yetern ID-# 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product Is for the purpose intended sit least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect Its limitations and conditions 2. EVIDENCE SU8MrrTEDo Tillit, Jr., P.E,,, d Evaluation Report. drsiwina I's an -71124 7-7 63.55 N.W. 36th Stmet, Suite 105, MiunL Florida33166 - Phoaet (305) Z5C--2Ll87*- 2AS7* .125' IOD, t -.,1007 it Ot '. 7FO Der 2, Ow Der IN, 2.1�5 P a 5' .375 ro 3V 2 DO it END UP W/ HEMMED EDGE. "h" HEADER 'U" HEADER ANGLE ANGUE WMi STUD ANGLE WITH (H-TS) VOTAL L -1 �3w- TIP. lim A ---------- 2,837' N"'. OAW UK TIM I im%maw STEEL &W A-403 GRAZE 0 11MV, MAL M". (R END SIM PMEL (1) 2=' 1 /Alf ALUMIMM ANGLE so TOP MM .374" O?r 11 �74' .750' PANEL JOB, 1 4*0-2% 30* SCUM Sm "AM 10 ]III om=* 12 iirox. *1- 71.66" I L _S11-1 .Wr J Wr '00, 7 'OW TUCK ANGLE @ *r- TIMCK 0 ELM PUTED O-we (W..) WITH STUD GALVANIZED STM -,44*0 .44167 FLORIDA BUILDING CODE ("19h Yeloaft NU one Ions) I Dorm OF Ma. .2010 TLYM M rp. WING NLIT 20 GACE GALYANIZED STEEL STORM PANEL WA" Ire, HOLE qo AT PANE GLOUL PROT=N Moucis. U.C. 11L EC0.111C. AIM ". 51 2"W ALMLATmr. Use Arm MIT W/Ow V ft a MO. , ,. MONOLITHIC Wsm W/ "nalt" �_Mft W ft� 4. M4)=-7a4k Fft "KNI-MY 20-176 w rfr DIMMING FVAALE M VP-49FW .t a a 9) OF 2 CONCRETE ELM CONCREIT ANCHORS $0411" ON a IKWAP 0) fs-I* NEW I' WIDE . VAMES . 118' TRICK ALUM. TUBE OR I* SR=O/ PT WOW PLATE SPACER _=NUT NEW I' WOE . VARIES . 110' CONCRETE ANCIAMS ($a SCROXILE ON sHMS If THROWN 9) CONCRETE HIM %�SM =X"M Y`M.191 REOLWZD M& X6 SE SCALE 3, WIAIL EM WA= KOUIRED -AT TO OR wfmm RAW AM= TO STU=&= a as ;(I A; JA M =00 DIMS FOR MKILM IN PQM QXWEA XK STRUCTURES MM RM OR WOOD VAUD FOR RINUAIII UEE SAFM AND E-_Z HN SMRM PANEL SIM few. 0 4D rl _J yv mwvil-pul N) "Ix & ZZ LAA W 4 MIT* CPU.—, - fee Mir LilLn ffig Mpg SECTION 2 SCA, 'A". pma =0 wmv--..J X Poll" WW E.D. EDGE DISTANCE SEE SCHEDULE ON SHEETS 8 A 9) SWCAA&LE 3/ 6�-I TOP BOTTOM MOUNT240S CAN BE COMBINED IN MY WAY TO SUIT ANY CA" INSTALLATION, I 2 2.2-TEST REPOM: Large missile Impact load -tests were. perFormed under SSTD 12-99 standard as per section 1600.1.2 of the Florida Building Code. Uniform static loads as per .Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report * 0814-01-01 dated 0/11102 witnessed by William R. Mehner, P.E., Soriz Moroz, P.E. and Henry Hattern, P,E. and Report No. 0219.01 -09, dated February 26, 2b0g, signed and seated by Edmundo Laigaespecla, P.E. and Henryll-fattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 20 as per section 1609.1.2 of the Florida Building Code, Test Report prepared byAmorlean Testing Lab of South Florida, Report. No. 1123.01-10, dated November23, 2010, signed and sealed by Julio 15. Gonzalez� P.E. Tensile test report No. 9CM-1 98 by QC M I etallurgical, Inc., dated March 13,200D, signed -and sealed by Frank Grata, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1 3110,datod Discambe'r 1, 2010 signed and sealed by Jerry Jaclofano, P. E. as per ASTM E-8. 2.3. STRUCTURAL 19NGINEERIbIG.GAL&ULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1,804 of the Florida Building Codo, Calculations prepared by Tilteco, Inc., dated 12118110 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. 11101115SILEIMPACT RESISTAN—CE Large missile Impact under section 160.12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 � 4. WIND LQMS REA111STAINCE: 24 Gage i3alvapized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5,�9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175,. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous, storm Shutter assembly, as per SSTD 12-99 Standard. LUATION RFX.QR1_N_Q_2E9U= 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indiGated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (F.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, IS and 18 of 18, of Product Evaluation Document (P,E.D.), drawinig No. 20-175. t.-MATIE-R-IALCHARACTEManuAND-s-PEci-F-i-c �io & Shall be strictly in acwrdance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P�E4D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in complianoe with General Notes No- 1, 8 thru 14, Indicated on sheet 1 of 10 of Product Evaluation Document (P.E,D.), drawing No. 20-175 prepared by Tilteco, Inr. and 8 , igned and sealed by Walter A. TlIllt, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of1he Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Walter A. rillft, Jr., P.E, (Florida License No. 44167), President of TIfteoo,,Inc. (Florida CA-0006719). 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, I'W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, BW/11 & 7W/11 F"' .V MAX AACKIORS, FOR CDNCIFAVE SEE SMWAX ON SHEETS a & R__ T11* MN. FOR WOOD see SECTIONS ON SHEETS 10 A, I I 0 -7 ----- - --- Xl/ 71.1 - - - - - - - - - - - UNBOLTEO PANELS SADILM PANELS W/ 1/40;20xl' (SEE SECTIONS AS U;�%- SO" -/ ve -I-r 0 EAL OVERLAP (SEE SECTIONS AS APPLICABLE) L r MAX V 3r MAX 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, -I" MIN. i IIW/10, 2W/10. 3W/10. 4W/10. A 5W/10. BW/11 & 7W/11 1�6/5 t �AkGfl(XS� FOR CONCRETE SEE SCHEDME ON sNEEM 8 Q___; FDA WOOD SEE SECTIONS ON SHEETS 10 & 11 REGULAR SIORM PAINELS M A Q ELEYABON 2-8r Qmw .1 *UE VALLM vi-1 tin cNII-Imblum kmv x*(411 Fmag.1 b, 10-16 DIRECT "0 06 MRUPMNG DIRECT ANQ MOUIMNIQ INSTALLAHM NOW M - EDGE DISTANCE EQB COMI&AM DE (SEE SCHEDULE ON Top & BOTTOM mouNnNGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SLITT ANY 2D GWE MVANM STEEL STORM PANEL me" I No, 44167 BAL PROTECTION MDUCTS. U.C. IATE IK Z�T:l LAWE C 0 Owe, FL met TA -176 kt� fes- 20 0, . - W.U..... HCHOFIS, FOR CONCRETE SEE SONEDAILE ON SHEET S_ FOR WOOD SEE SECTKM ON SHEET 12 2.Vr Oft QVILAF� -1 WHOLE W- V 111-11. 1. * alm 016" 5OX OF A- MIIX sfum W/ 11 t it or 4 L if ANCHORS:- FOR CMQUn SM SCHEDULE ON SKEET II_J 4X FOR WOOD SM SECTIONS ON SHEET 12 REQULAR STORM & ELEVATION Lle 1/4, MAX W 2.67" DAN, 0~ -1 WHOLE XMILLET) WT Off COMORM ANCHOIRI _�*M 31MULCON I/V.t t4 EEISCP OR (3) r— U) -ffi > ta) C- 0 C_ 0 2 0 0-0 CU —0 CD U) CU 0 0 -cu (n 0 0 0 C = .0— E: Co 0 -1--a M ,-- 0 Co > An D _0 a) E " cD -I--& 0" _= US M 'R IF— .0 . = U) Z Z W mi 7 L) 0 W a_ -0 C 0 0 L) CC cu 16- Lu Cn a) 10-2 -#--a OW-0 W =:3 C� 2 Cn 0 OL — a) M LLI SHEET NO. SIH 1.0. SM WWSIM4 4 WALL AND FLOOR MOUNTING INSTALLATION FOR. SPLIT PANELS NQI d i 4 --.� {{� a•----� ��` Mom- O)1 s41N61 iT Y NmUL ��p :1/4 1 l��(1ppi{y�}..'/NCB -155, r Y ,•n_ F�.IBYEd-i• F4tt� ..C I. I'� (M1i W.A, Iona* ppSS W. 1 '`�� ETIIE W wAu \ � �'d'.tOOt �+• C 1• t 1 s AP►L'C}gyE _ 1• �. 1- l"D •, xa'� 4 vv t/2'.,_� o waxte mom FKM MIX= I I 1 1 I_,,�SQ 1 j 419NG'd sE Ot°�°ast°m k 'SCALE". 1 e I .QEh91L..1 W f3EE13 d k N iK aWY 1 Rf 11 IOW �11�!!•#111.11r11i11' li�lil lil�l ail/lfllililill� �R ts[i wl; 04 TIR 81ET) 4 i - I 3 1 � �tbx. �q, /���»�i/tom TI�PWNiJ 4 t/f" 1. ,� 5•.•.--� f Iff u sAla • r� J nuo Glib= j '"1• \ .. � 0161 nv w 0 +lS.O �_ _FR89PM ROMC - IAR110N Y NUT. Z I s � ¢ k 1M (ftp, TOP Y avm' 1/i'-1 L� Kum" 9PM1 • I= mum S•ECT,ON Y-Y `� SPLIT ;rQ$ILLAII„ I;I EYATION kIEEYBTlS2!{ RiSAIL2 `==4 soMME /6=�• NLLwNN WMo MULLIONSCHEDULE '. ICICM:R AKTMAS ft fAsflS • ! Y) IT1GM t� P E> 11 W : +sa PwT. -»o RwL �.�gE alalpa 1, 3, ! ♦ 'I9N 1iRl a MPw laniioN SCAN (R) iIEO{ImFA Min. TUBE MULLION ^ MMHIf a? �: uCEM�:'• ✓�4iy� ?� ' No. 44167 . 3 3" . I/r > W-6• To 5--6• 2' . 4" . Ile r . s' . 1/B•. > TO 6'-0- 2• : r . tro' ' Sp TO •1 fD l a:D p.A..t.P RESSM RATING ,SECTION 1 ^ 1�11JES'jDL'~ aREx�o SCALE 3/8-T• NOTE: LAULLWN CAN ALSO INSTATED W/0 STORM PANELS ON TOP OIR BOTTOM SO THAT R 5 iOCOID AT TOP OMN BOTTOM OF OPENING. (OfE PANEL OPENNXI W/ TUB TOP k B6T1oMy INSTALLATION - ALYERNMS 1W scuE: i/4' � 1• ;'nnr 7rt Ii�:' ,. INSTALLATIONS ARE ONLY VAUD FOR. BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p,s.,. AND PANEL'S LENGTH UP TO B'-a'. 2. FOR NEW WOOD FRAME CONSTItUCTTON: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. COHCRENE AFCHOPS (SEE SHEET 104/)) f�smemE TOI II 011% 71 3n I I I CONCRETE ANCHORS ( SHM 14) COIICRETE ANgO¢ (WEE BCNww O) 3HEE7 of POURED cONCW6]E rsoam coo. SHEET 14) WALL MOUNTING INSTALLATION WALL AND f10OR NOU�� INSTALLATION - SECTION 1 SCALE: 3/a" . I" - SECTION 2 SCALE; 3/8• _ 1' NOTES NMI OFF 'S+FL'1Y CIORM PAN SYSTEM INST IATION 1. LIFE SAFETY STORM PANEL CAN 13E LOCATED AS AN END PANEL (FIRST ON LAST PAN!) OR AS AN INTERIOR PAN0.. (ANY PANEL LOCATION W BETWEEN EN4 PANELS). " LIFE SAFETY PANELS DR NAY N0T BE WSTALLEO ADJACENT TO REGULAR- PANELS (W/ on W/O REG" TRACKS.) 2. UFE SAFETY 57 PAN0. CONSISTS OF 0:039' GALVMNIZEO STEEL STORM PMEL AS PER COMPONEM SHEET 2 OF DRAMYNG. PANEL Ati07V5 TISELF TO BE REMOVED OR WSTALtID FROM THE WVSOE OF STRUCTURE. STRUCTURE J. LGE SAFETY P REZtES TOP TRACK TO BE COMPONENT ®k BOTTOM TRACK TO `NN BE AS PER SHEET 2 OF THIS DRAWING. COMPONENT Y 9E INSTALLED WALL OR FLOORMOUNTED F OLLOAINO SECTO M 1 A S` •' 2 QN THIS AS WELL AS DETAILS 1 k 2 ON SHEET 14.�.• : V 4. W.. LENGTH FOR COMPONENTdDs ir. a Lam.. ANCHOR SPACIO FOR COMPONENT 4)ANCNORAGE AT BOTTOM IS MEN ON ; SCFEDUUDi A 2, SLEET 14. COMPONENT VMAY ✓� PERMANENT OR REMOVABLE =,k •: 5. SEE DEFALS MR RMALLA170N INTO WOOD FRAME BUILDINGS ON SHEET 1S. e. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE W6TAUATON OF SPACERS A TRACKS INSTALLED ADJACENT AND BEYOND TO S(UCCO/WOOD ISANDS. q,YA R rMLIN(I Ik FLWR MD(kMUG WALL k nbm MQUNTINO rNS A IAMN ---ALTIERNATIVE AW INSTALLAMONS - ALTER Mi, M SW (SECTION AT TOP 1S LIMITED TO +55.6-67.0 MAX. •CANT Ile - r ASST. DESIGN PRESSURE RATING) SCALE: 1/4' • 1- LAM. 1 5 arc � Y.tasm tm IM fMp 4ttweP '43 AIAiC+.s, Y Yt 1�i6bEaNG alit }VELD, Mnumm INSTALL TION - SECTION uW Sr e'. 1/4" -1' FOT CONCRETE ANCHO : SEE SCEDUE ON SHM 1V, FOR WOOD Smm SEE REGION ON SHEET IsTW,15 3 i>�r s'-tsfLA.,su.''1-`sf l�iiiii1�L11Ii INSIST iiiiiiiiiii NUNN all 11111 Hill 11 oil P ME LoeAT1aN p _..i ON l�I'E�6AF'E7LYUPA�MEL L- AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE ISELOM .------ 6i. REGULAR PANELS W/ OR------�-- 5A!•ETY pma --•! W/0 REGULAR TRACKS (SEE NOTE I BEk.OW) ' Lvr PAJEL 0 TO � WSTALLED AS OR WEE S6EOPTION 01 F LIFE SAFETY BTORLL pN1EL OPENING yTWL STORM ALWAYS BE FROADEO w TEAL HANDLE TO FACF3M7E NNSTAW 6 ,MENDED BE OR REMOVED FROM INSIDE OF STRIUCIUM ELEVATION SCALE 3/32•-1• Maw av B WEE NOTE , AT G4pMIF` SEE NIO7D t) SECTION B-B SCALE 3/32"-t' MAXIMUM A.S.D. DESIGN PRESSURE EATING ,s.f) AND CORRESPONDING MAXIMUM PANEL LENGTH `L" SCHEDULE (VALO 01N.Y FOR PANEU93 k WSTALLAT70116 AS PER swnoms 11T6N 10. ON SHEETS 4, 5 A. 6) • 8X= N/ 1/4Y-lOtY• AS. YS "MIT C OA,IBAP k 1�4QNIN OF NWFl SPACING .SCHEDULE FOR REG,UJ,M STOj{I •PANE ) INSTALLATIONS IHTO EXISTING COMM M A CONCRETE IL�jCK SIRLICTURES WO ONLY FOR PANELS 1DS: @ INSTALLATIONS As PER SMnOKS I TNRU 7. ON SHEETS 4 s 5) APPLICABLE 710 NI R: T1 �ra3P FLORIDA BUILDING CODE Hi h Vil NurFicons Zone) i No. 41 S7 am SLIM Tea s s 20 GAGE r�lI,VANIZEb STEEL STOta�( PNUiE1.R r.P. _ ._ ... GLOBAL PROTECTION PRtIDUCiS, TLC. iL ECOTM�. DtE .., 4NM0 8,W. sl STPFFP _ 4�Fti" `"• +�'F: ILi. >RI>FL. AIYi ml, lWaa Rslila P11P14c(i51� T6a F�Artt -sm 20-176 AA' we. i 4•q rrL.tAaO. w , gN9+1,-max � r olrar we wr,+, wloilia� i� CA-OpOB/ti F Nx ,E. >'XpAJ'3OiATW1E/OATE X 1eJN- ,, plM7DIRW ASD. RATMC Yw. lE/f011R SaEEL R. �ON�UFItBN � f�.d�RY81011 t63-0, -72A Y-r OR LESS 2 7l4" IR6Ql,m t THRD S k 1 +as.3. -Yt0 >Y-r m Nr-e' ue.. x 3/e IAMOLTm , t11Ru a a : 4�A, -7xA >B•-a' SO 11'-x' Mmi. 2. Tf2' ' �� a +a3S. -SBA fa'-4' ORtE53 3 t/a• ' Kt G�N B. 9 k 10 MAIOIRM AS.D: OEM RA j. LNAIWMLIY AAKtLOtffi SAt41AT FOR Ea. _ 3.,/r.-. SE47NWb>r k ��� /K%BNN PANEL LBiONi t• (R) TAPL'M CF7N-tiRW GLY-W PM#iXtR fiMN.E M PN16WllE PLUS 10 OONt�[E Ct� TP CNICACtE O01RxDwl�TC TO CCNIGKTE I W CaCN[iE CIS TO apN3EiE Ct r WA, N/A N/A s• N/A r JUA s• �•' t crop) r b' N/A N/A r r 1 (gOTTpQ B' N/A N/A N/A a• N/A s' N/A r N/A y gyp) r N/A N/A. M/A a' 11/A B• N/A 8• N/A x (LOnOlO +85.5. -720 r N/A N/A M/A r N/A B• N/X s' N/A } a 4 (TOP) Y-5' OR LESS � LESS r 6' N/A WA r B'. r r r B" 3 (BOMOM) r N/A N/A N/A d" N/X r N!A d' N/A 7 (TOP) r b" N/A 1M!A r S` r B' B` d' d k 7 (6OITWiO NIA N/X 12. ,Jx' 8 //A•. t/4" i 9/4' G 1/P : B 1/a" i 1/4' 6 (1OP/BOTTGN},-.. BEE SlEflil 10 k 79 MR ANCIMS l4PE d BRACING FM w3TILA1 d(TO WOOD ORME MM0/10. 411fl111A) AfCJMR 9PACRJOf AND YNWM FOBS DMTNCF ARE RANGTIA 0101105 SC1401AE FOR fA. LESS iHW IIMICMEW ON BOfNDCRE REOIIOS ANCiOR 3PRCdM lw /ML7IRriq Sn1f31A6 SMCW ON EC40UtE BY iNi fC1LONAHG FACWRS. FOR 7M5 OPOMMM 10 EPO969,E, �ttD SPAW70 06OIWEO IFSl1G FACTOR SlfAtl lWT lK L� 11MN YIISRAT 9AIF4M SMIMIm FOR FACt AIICtYM tYPE M /A4:IIIOS I[OE3O. MOOR TIRE 7/oP i/4s ,p1 va•. �,�•• TAPa011 -,/••• IF w-Mlr fJCR-M E4D-ffi !ti MIQOI 1PAtWls � 3 3 3 3 a }/4 3 ••,�i.,,I„a cWAeNN Pa a a s 3 3 3 Va Saw OeeRFt.1rM 4J 3 a a 1/2 3 1/4 + 3 ,!a AiMBt tNA pp! BIWA�A Rt31D11 r t/A• � .3e - - - - a y, Y.aD LAD - IAi :n - j 1 1Aa IAA ,.oa sm WHO" 1 ON SHEET s �. TO SLASS, 7 i 1 I , EO I 1 � I EO I i t1 II 1 .1 1/4• LD. a--:IMND BRASS &1sIWNc i sS. w/ ,PANEL 1 `j I( U IO P TO6 Fl1e Pua. uNmes w m s'-a• Mro a 1/4' O.C. FOR LENCTI6 Ip to 8'-6• Mar. �l:.c� f Item"j( OR D,4-1D Al12 i1r Q C Wr PANBAurz 12 0, L. OTM , j WWA IET AT t/Y Ia1. OWENND POOOD Ij fWY1M7M E%RIINC WOOD PLATE FOR PLAT ALL1 LAWarLT,N�ssIUP TO 6'-B' Mmc r/�} DIRE SCREE 3/8-.1- YYliL1YL{ L 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.&M DESIGN LOADS UP TO +553, -72A PS, AND PANEL'S LENGTH UP TO B'-B". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC. DENSITY OF 0.54 OR EQUAL TOP &BOTTOM MOUNON65 CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ►i • A • • 8 M i Bl7iAY�. 1 I� I - i is .: .Lail '••Y ALTERNATE STLOS o (t2 1/2' O. tT6O HM,D P 3' A+LrI. ((GIBE E} 1 1 [ A i �• i` /.. 4 . N . fy ^B . A'11:. T1 151.A t L,.," .,B�- mkvm Al ABA. peer mmm .wi:cwxmm TAPCON OF TAP -DIP ou-0N pAtWWR mom a pNIFIMME PLUS APPNfJW m am" ^nm OF 11E41 :OEM AIIEL moxem ' QQ m OOI7CmB.TE BLOCK m COlICREIE III BLOCK m CONCPE'IC DONTO BICCICOMORM TO HtOGit TO. TO BLOC% 6• N/A N/A N/A 8" N/A r N/A 8' N/A T A 2 (TOP) SS:O, -72.p g• 7- 8" 9' 9' B" 9' 9• 9' 9' 1 (BOTTOM) 5'-0' LESS 6' N/A N/A N/A r N/A r N/A W N/A 1 dL 2 (TOP) t55.0 -72.4 9' 5" 9' 8' 9' '. 7 1/2• S' 9• 9" 9' 1 (BOTTOM) 5'-O` Ta r-r +58.0 -]2A a' N/A N/A N/A S' N/A 8+ WA 6` N/A 1 At 2 (TOP) TO 9" 4"' 11 6" 9' B` @" 6" r 8` T (BOTTOM). MkVW AS,A pR6'NJRE Piz= i MW i VW Nw MIN WP OF NCLL7 CAN R (SOH t Y Mn PAN 10? OF NC[t) - OPP SECTIONS f O N0.ALT10 MA%INUN PANq LENGTH •L" I. OF TM +49.2 -614 J• i 3' 4 1 i 4 1 r 2 (BOTTOM) Y-6- OR LESS +52.8 -86.Q 3' 3' 4' 4' 2 (BOTTLTM) Y-8' OR LESS +55.0 -720 2 1/2• 2 1/2' 4' ( 3 1/2" 2 (BOTTOM) 7'-r OR LESS +55.0 -720 2 1/2• 2 1/2' N/A N/A Z (aDTTOM) 7'-6' TO E'-0• +55.0 -7Z.O. N/A j N/A 3' 3" 2 (BOTTOM) ]'-8" TO ulmi DETAIi11 2 FLOOi7 �( TIN IN j jL TA ION (APPLICABLE TO JCHIRDJJLK 2) srALE: a/ts' 1' MMMUM A-S.D. DESK, P@E�I 6"IriNG a f 1 AND CORRESPONDING j iN,j,(j PANEL LENGTH `L: SCHEDULE UMMS ONLY O SECTIONR1k a INQQ=D FOR IdT avereuver�jS"t MOBRM A3a Iltill IAi Ittllll LOAM lsaAM B PAM6 FROMRM ROINs (WJ E l' OU LSE 7LC11a14) RS MOLARS _ tltwtlON +JMA, K-i' :3/4' tAMtttl® SEE SWEET 15 FOR ANCI M TYPE k SPATOIO FOR WSDV.L D INTO WOOD FRM[ INRDIRL NUM M NCNOR SPACINGS *0 UNARM LOGE D AVCE AN R4RGTED ON 114E SMBNIIL FOR E.O. LESS TIN/ #*ai O ON ="mu RFCLCE mom SPACSO IY MIA1V "4 WMCRC SNOWN ON 300" BY NNE FOILARWD FA TOM FOR 1NW3 OFLR 11CN To K POSSIBLE• REo10ED BVOW OBTAINED UM FACTOR SNML. NOT BE I= III" MMIUM SWING NWCATEp FOR EACH ANCHOR TYPE At ANGINA LEOM 1/a'e 9/#•i 1 4 i I/ri 1/4'. 1AKWY a ltw-Mw -^�"� awt-N WA NICIMR IPAL9M 3 3 3 3 Oaw MUM 0O 3 3 3 1/2 3 1A 4 ATRri 88L 0®'EEDiW1 WIBIfR �y. 31 - LAD - LAB (VALID ONLY FOR PANELS (1)k IA) MIALIAATWNS AS PER SECTIONS 1 THRU 10. ON SHEETS 4.5 a 8) M4WIAW AS.A DES" MOINIUN AND1401AS SPACW4 FOR ED. - 3 1/r ^ ApPl1CAINE TO SECTIOfS / k MAINAW PANM TAPCLW CF TAP-Mi CALK -IN PDAIEt.MAi F17NAI.E ID PAIf3iN7E PLUS SLNO 3ET �� RASSA (P.a.f.) m caumE m coiK3m WA= m CDICI Em To COWM E 81JDtll m MkCMM TO CONOiEIE BLOCK m CONCRETE m COMMMOE iROCN TO CONCRETE to CORORETE BLACK 70 COME m CONCRETE BlOpt ANY OMIBRIA'ON Dc TI4M LEMON 1.' (R) 6' N/A N/A N/A 8• N/A 6• N/A 6' N/A N/A N/A 1 (TOP) 8" 4' N/A N/A 8' 8' B' 8' 8• a' N/A N/A 1 (amoM) 8' N/A N/A N/A 8" N/A. $' N/A _r N/A N/A N/A 2 (TOP) -r N/A N/A N/A 6• N/A 5" N/A 5" N/A N/A N/A 2 (&1TfOM) 55,5, _7ZO 6" N/A N/A N/A 6• N/A 6" N/A 6' N/A MIA N/A 3 A 4 (TOP) >Y-5" TO 8--a' OR:LESS O" 4' N/A N/A 6'.:.. a 6" a• 6' 8' N/A N/A 3 (BOTTOM). N/A N/A B' N/A 8• N/A 6' N/A N/A N/A 7 (TOP) - r - - N/A N/A 6` 6• 8' 6" 6' 8' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2- 6 1/4• 8 1/4` 6 1/4• 6 1/4• 6 1/4" N/A N/A 5 (TOP/BOTTOM) 50.0• -53.3 N/A N/A 12 1/2- 6 1/4• 12 1/2' 6 1/4" 6 1/4' 6 1/4" 8 1/4• 6 1/4" N/A N/A 6 (top/BOTTOM) '-8• TO 11'-2" 65.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4- N/A 6 1/4' 6 1/4• 6 1/4• 6 1/4• N/A N/A 6 (TOP/BOTTOM) W-e TO 11'--2` N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 1/4• a t/4' 5 1/4` 8, 9. 10 (TOP) +43A-�0 r 4" N/A N/A N/A N/A N/A N/A 8• 6' 6 1/4• 6 1/4" 8 (BOTTOM) OR LESS _ 6' 4• µ/p N/A µ/A N/A N/A N/A 6• 6• fi i/4• 8 1/4" 9 (BOTTOM) 12'-4" OR LESS N/A N/X N/A N/A N/A- N/A N/A N/A 6 1/4- 6 1/4- 6 1/4' 6 1/4" TO (BOTTQN} SEE SHEETS 1O, 11 AND 12 FOR ANCII00.5 TYPE k SPAC00 FOR 110MAATIM WIN WOW FAME BUILDING. mmmuM ANIRIM WAO NDB Am xNami > OaFANCE-.ARE WD104M ON THIS SCHEDULE. FOR EO. LESS TNW WD"TED ON sam" MICE ANCHOR SPlCIM BY MIAOPLYWD SFACWC SHOWN ON SC 4=u or THE FOLLOW" FACNRS. FOR IDA OPERATION TO BE POSSBLE, REDUCED SPACING OBTAINED USWW FACTOR SNMLL NOT SE U35 THAN MA WW SPACIAO SWAM FOR EACH AMNON TYPE AT hlOWPS LVILM i11CR1R TYR ifii 1j4s f/,1 i/l•I 1/4•i 1/4•i TMCOl1 fi tW-47LP � p CNIt-iN YNC-8H le,. AIOICR soma Os) 3. 3 _. 3- 3 4 ,/2 3 ..pRppFy� cen.ar. D•J 3 - 3_ 3 3 3 3 1/a 1EiAW On,l,'MA BN4 (1+} J 3 3 1/2 3 1/x 4 3 1/4 AOWB. 8A ow �4Tq F A •0 T O R 31 - U7a - 1A0 ,Aa t. INSTALLATIONS FOR BUFWWCS WITH A€ PANEL'S LENGTH 2. FOR NEW WOOD F1 TOP it... BOTTOM MDUNnNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY LENGTH E 1) u' fa-,D PANELWiE PLLFS EXSnNG WOOD HEAOER 1 7 Ar i Q61. WRW. �2 a Va, oA l/R t W E SC EDIAE a MMS B M W. SFPAMi,C1I TO OASS ,At Max. PA (SEE yM.s�r! T/dv f ENRP�ONitlM 1 `I 1J10 SC�1Yb O S O.C. SfACCEREO W/ IATRFA0E0 H OF PLATE DIRECT MOM G DWALLATION inwag -•--y SCALE 3/8.4- W, SW & 14W ONLY VAUD FOR IS.' UP TO +4.3.B• -48.0 p.sJ, AND VW WOOD MEMBERS TO BE SOUTHERN OF OM OR EQUAL. 1:1.`I/lrl. INSTALLATION 114/,E1twRGn SxEWs a r LlA W/ DETAILS FOR QUI.ON 1 FOR LIEE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCT,UR,ES r m'�,�„G 1 1LiV�Dk7'Rl'I i E0 I m a OR I UER TIVE 1 ALTERNATIVE 2 3t/4•wal'/YACfMIC r- i 1/,W{j � TO Qiik1Y O.G. ams 14Fw I 1 1 3EPAAPATTM TO Qv9w E0 Eo I ED$ i EO i I Rj WOOD PLATE I--- ` I iy-L�a WOOD M1E RPAIpR[0 k.'N t 8' O." ALTERNATIVE 3 ALTERNATIVE 4 I jE ii6 rT50N�ON / 1 1/2• 7� THBEA E6 t/4"ID:as%9' LRA7 BRASS N1M'ANG lR/ 1f4'A-'3laa• s3, M:s 0 roc" M ALTERNATIVE WOOD FRAME CONDITIONS do ANCHOR. LOCATIONS lx4 20 TN94LAA4TE IElvAE. oR PANUMNIS PLUS s r OC. w , 1/2' IfM. VIRUSES PEShT3EA11oN TO WCOO BOWg • - y PLATE NOTE : WATER TRACKS MW SHOWN FOR MMM WALL MOUNTING INSTALLATION ALTERNATIVE 1 W I. IN5IALLMO S ARE ONLY W40 FOR BUW,DPO9 WIIN ABA. DESIGN LOADS UP TO +W & -724 PO AO PANELS LDNOTH UP TO 6'-W' 2. FOR NFYI WOOD F1MN6 CONSIRUCOOIL WOOD MBIBFRS 10 BE SOEIt M PSE NA.: 2• w/ SPEO4ClNSRY OF 0.63 OR EOLLN„ W V `v O W U N � •VJ � 0 0 O O LL 0 .� N O s_ PQ .� V% N, N ,J Lo Q 1 r (. m It- v = .a N (loco c > � 0- cn ♦� O I� U O U) CIO G Z Z d J SHEET NO. SH 1.1 i�il fi � •�„ �L � •L SECTION A -A SCALE s/is^�,• MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.t.) (SEE SECTIONS) TO GLASS CONDITION 4-55.0, -72.0 8'-8" 2 3/4 UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STQ,RM PANEL SYSTEM INTO EXISTINGPOURED CONCRETE OR CONCRETE BLOCK STRUCTURES SYSTEM TAPCON ANCHORS __, 4" TAPCON ANp101B Ve TAPCON ANCHORS ��-(((�LLe TAPCON ANGWN§ III._ 4. O.C: a 4"y--�F-9. O,C. Y' D.C. POURED *y P0IURED OONCRii'EI. POURFQ G0„J jj POURED COtWRkTE, REWIRED .( ORE RiQiIRED ! 3 am f4mu*EO d� �,{ +. t r 1f4•E.� if 4*- 1f4a Ile M4a. , I r OUT 140y tea n iown w CLASScis 9 It ) � t/sAi-2ae,•T�. � { f Fr� 1'� `� .' f/s+3-mn•a.t ; 1 I ?� I {I( 1 i I i . ER•^ ; EI+D.4Y,ED,• MSL l (1/2• } i 4Y-40xadess. Us, W/ 7/eYxa/32" WO>F, TAUT WASHERf9•YwT/32WIND NUT WASHER S ., a t2 I or o.G. I t (BEYOND) 7 4 H A 3f32^ lr NUT 3 7 ♦ 3/32' WMo f[4! jL WASHER a 12 T/2' O.G. i �I / NUT WASHER (B£Y.ONDI I O 4 TAKON ANCHORS i „__." ._'.$ 4 fAPCON AN04M ._...._. 4 z 7 4` 7'A�PCON /2` O.C. !!! a 4 1f!' O-C. (3fA0tlFlEO W/ STD) (STAGGERED W/ sTtm) - -'-- roGQNt3iEFE BLACK L-CONCRETE IXp�URGOP ETE BLOCK OR GONCt 1E BLOCK CONCRETE BLOCK REQUIRED WALLREQUIRED IjftiiNG iNST LLAIM WALL � INSTALLATION R WALL L MOL!!ITI NST I I ATTa1d sEarloN sA - Q REail1AR PANEL O LIFE ra_AP_'FTY PANEL, O REGULAR PANEL O I�� jIAMEL SCALE 3f8"-1' SCALE 3/8'-,' SCALE 3/8'.1" SCALE 31ir- l" HTiT vom +IA 'JGEN$s FLORIDA BUILDING CODE (High VelocityHurricanW Zane N0. 41 ; * = mmo ,N,li0. NC, Z0 GAGE GALVANIZED STEEL STORM PAWL rP. ONO 811 = + • S U L C ci IN . GLOBAL PROTECTION PROMICTS, U.C.om ''*r F fC Y•: fsEs ,s aw MW«f tWr4t n RAISE, OAt4KIN-18eI.. VAX (W4)BBB-tM 20-176 h,H4 SJ N A NeY a iWs)tLifn>N«, w. I,.PM Nr-- .. ws aRwlNa Ne,. NrNlf1 IIIN. X. 8pA1 61:T 1TL ,� ' �°�BT5d4r.1 P.S. 4414FlM1LT tT of26 aCE tI9R7 H4 i'N) #d! ANOIf6AS 1YN'E Ne comomm AI�IWt TVf[ 4/4'A IPAC«0 NOR ffi6TALLAR6NS TOO Wp4D fPAHE sInDIAN. ImnMuf/ ANGfaa sPAtslGrs AND Na+AALIY JUDGE DISTANCE A4 RDA'ATm IR TfAs .1� NWmR pvmn ls.) a 'daPBAYa oMa1w 9A39� � Slxt:MAE 1�, E0. LESS 1HO1 RD11211E0 ON Sp1DmAP tarolf� ANCHOR arAClen 9Y MlLmY21D 9'ATCRIC Sa4N ON wrew.t #a.N41 CMrew wA.paj 3 A.IIH. FA ONCE BIGPIIN BY lii FOl1AW2K. fAGTOPB. PoR 11R5 OPERaA7N 7O 1E POSSIBLE RFOUCED � '!'��._ '� 2 f - BPActu o9FANWD villa rACTOR RNNL NOY 6E LLT15 ,INN AMMnJY:9PACN0 IY°CATW F� EACM H2RCFOR 7YRL ON THIS SCIWDINE ,ap �al IN$'IALLATION QUAILS INTO EXISTING FOR POURED OPTION 42 FOR LIFE SAFETY CONCRETE OR COI,ICRETE STORM PANEL BLOCK STRUCTURES SYSTEM 1 4 TAPCON ANCHORS i!4' TAPCON ANCHORS a I' O.C. tl--O 9' O.C.. POURED k OR CU ME 07 t9L'�OeC .L RL`•GOBIED It.,�`+.{ M> rt fE eWf Y « 1 fI. t t"AAAA v am i4t 1 I WMn„R � 2NFAT ,4 1 ; -; I � l• �.! 1 I //I NIA• A. ' t 1 1 ! I{ 1 .d ✓' �' � � j i. 1 fly '. Ei• i 6• i f � /14-10•0 PANELU4ATE14-10•6 'F a 3/32''WING X.L.NUTHE PAHEIMATE PLt15 W ,F TONG tNtT AS $ 14' 04. '3/32`.. �- G 9LOC1( FWO CONCRETE BLOCK RINIVIRED SA O.j�E,��i�i�R PANEL SCALE 3/8'�T" SECTION O U f0"Ju , N0,(� A SB PANEL SCALE 3/8'a1' ,ir r VCENSF $r i ND.44167 ? * FLORIDA BUILDING CODE NI h VelocityNu can* Zone) SHOW ` z of 4 x 9'•. am WON), w- rD. 20 GAGE GALVANIZED STEEL StORM PANEL I2VM1 B7 -.cs. OR( "�" C GLOBAL PROTECTION PROWICTS, LLC. '�/A: ORAL ILL E O INa' Moo Sal II 511157 II 4 HM,MA l NY. aY. >LL ssr Aw4,A f+mf« IAa,.v Wlt-,t« G1GF. R. 33}I4 RiOAEt (0lHj4Y-7516, rAUC (4B4MIF-D727 20-176 - P:E 961W/aBIMiW¢/hA1E GN«1 . qe, posy m.+en WAOEk A 1Nldlib.. P +eQe.A+ w Rear - W MNG Na CM. 4 NNg1,a W " BEE iHEET f9 NR 20 > ANprWB 1YFE d ,� ._.L..,..._. wow BpAL:IH6 FOR OA0 WOOD F9tiMB sAL6Id0. L,IINIIA.ANROOR sPacAas Afm MfaNAN 69GE d$FAM9i, ARE NIM7RED M/ 7,A6 w NAAgA ®Hrao DeJ a a •«GAYIMNF Carew 4a% a 7 fTauEolas FOIN EO. LESS NINTH RIIrA/En ar 6ctanuc ItIDUCE ANi3OA SPACING WF IIM.mYI1G $PA0[Y p1 SCIR01lLE RA.+n+a 11e..1. tAod pl=) a ° ,n A9RK tT$ •1WC B.I�ii LamR 9r tetE rtirws� rADruRT. FOR ,i25 , ,(2• a? - 2,/Y - - >PACNIO fWMINFf! UiIO FACTOR SHALL NOT BE tE54 l7YN iNM11Rii SAA(88:f INDICATED MR LOCH AxnDR TYPE Ob! nWs-SCNLBUIE r _ tm 1.W s - -F.-A N CU > U 0" Q 2 Cu (Q O t!3 O C O = O nW' W I- Q u- Qco Co Q �- Cu -a CO Q INSTALATiON DETAILS FOR 0PTlON FOR LIFE SAFETY INSTALLATION DETAILS FOR OEBON #2 F��E SAFETY STORM PANEL SYSTEM r VUB1 F_i NOW W M- PANG M STORM PANEL SYSTEM �BN : INTO EXISTING W G RES INTO EX12IING WOOD MUCTURES 1. E-Z H4NG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS BEEN VZ-JM FOR COMPLIANCE IN W) MINIMUM EMSE IMENT OF TAPCON ANCHORS AND PANUMATE FEMALE D N2 PANEIMATE PLUS INTO CONCRETE ., j�6 $TI2U TU ACCORDANCE WITH THE 2020 (7th FA") OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4^. i r �,. : OE51GN V11N0 LOA05 SrWl BE OEM Y THE NN PEB SN WHIN 1828OF THE TABWE MENRONED CODE. B.2) MINM9tAA ENBEWIENT Oi' 1/4S X 7/$' CALc-OH ANCHORS SW{U. � 15 7/B" Ot7O CONCREtE. FOR A WIND SPEEDTAS REtKIIREO O. THE USING ASCE7 WHERE THESE S•#UTTERS WIHEADERLL EE INSTALLED AND NIO EAf8E0AGErNT INTO ANY FINISH AIATERW: SNINl BE PERIlTTEO. ouae f OURNE'bA DERRED) f/e 0-20 5S SI➢EWALK BOLTS USING SlA1t BE LONG ENOUGH(SHON.6 ANY FINISH MATERIAL TO s •, FORA OiRECTK)NAU71' FACTS I Kt1+D.D SHEETS ASCE 7-f B AND SHALL NOT EXCEED THE WAXIMUM "' 1 +*6 TAPCON b S^ O.0. I.4"° TAPCON a 6" O.C. 0E'S!G`N RATINGS INDICATED ON SHEETS 25 4G ZB: £NGAM 3/0 INTO ANCHORS. 00 T�oN 6 6. O.C. i +^. TMCWH Ii 6• o.C. ',t' �•_7)f4•e tAPGOH p C o.C. Y�°: 1 4Y 7APCON f 6' O.G, j 1 f "MIN. TiiIaADEp r /, T)x`MIN. THREWFD IN ORDER TO VERIFY THE ABOVE ULTIMATE DESIGN YARD LOADS DETERMINED PER ASIDE -16 ,/2 1OL THREADED 1HREAD@ W/, 1 2` 19N. T14AEN0ED , /1 1/2' MIN: THREADED aN P�rKWf AT WOW f PEfAT>UA,Oe AT WOOD SHALL BE FIRST A DUCII) TO A,S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.0 IN ORDER TO B.3) M CRSE THAT PRECAST STONE, � FNiECA5T� GXNNgtETE PANELS BE FOUND ON THE EXISTING WALL, �, TKW AT wow I wOH AT WOW 1f / AOpr A7 WOOD PENETRATION AT WOW 3 HEADER �, WNDER TO COMPARE THESE W/ MAX. lA.&D) DESIGN PRESSURE RAMNO MDICATEO ON SHEETS 25 3 26. ANf?IORS'SHALL BE LOtKi i7rIW0N TO REACH T!R MAN STRUCTURE BEHIND SUCH PANELS. ANCH(1RAOE i READER / MEwER fffl SWdI BE As A04I1GNED IN 9,1) AND M B:2). N i t y( Tq - M ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED- AS TOTED WERE NOT OVER STRESSED, A 331L INCREASE ,/2' •,/y �x/) ,/2' ..,/4• ,/2• _ 1 a r� 1/2' '1 1f2• 1Je jA�t/ 1/2" : 1 fy M ALLOWAmF STRESS FOR WRIT LOADS WAS MM USED M THEIR ANALYSIS, FASTENERS SPACING TO wCW HAS BEEN J1 / t� Jj ,` r/ � { TI / • / ! '. 11�If4• ?I / j 1 � � DETERMINED M ACCORDANCE WITH MDJEL 2015. (C) A MANUFC BE IfBfALLED FOLLOWING ALL OF THE RECOWAE MIK)NS AND SPECIFICATIONS OF THE ANCHOR'S a' , /t \ll ;r I % 1 ? 2' r is / 2i t ( i WOW HEADER - x12 1 I I WOOD HEADER f 2• i STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS'BE£H VERIFIED M ACCORDANCE WITH SECTION 1626 OF : , , j/ i Mkt' I j". i i i t Mt° '• i ; REQURED I ( REIXAREO '4'' tf.. R SFW.1• THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUhDliE55 OF T!# STRUCTURE WHERE SHUTTER N- ' =T _ _ DE AS PER FENESTRATION TESTING INC. REPORT 20.52. AS PROTOCOLS TAS-20 , PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHEU TO CONCRETE, BLOCK _. Lam. A ( u 2 ARID AST Z03� T 1 Is S BE BE THE D TO INSURE V O i ,•.�. - OR WOW FRAME 9OILOIMGS. C7 .t..-. �. ,::- E e. 1 „'.,.... I ? • ' ' 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSNOE OF THE OPENING AC=S#VG THE OPENING. FROM THE { i '. I I • INSTOE W/O THE USE OF A LADDER OR LOT INS AWPUCATON IS VALID WHEN INSTALLATION LIB INTENDED TO BE PERFORMED 12, THE "•� x . ( £ INSTALLATION CONTRACTOR IS TD SEAL/CAULK All SHUTTER OmmmEw mots *DCH WARN IN WATIAMETuS ° II r ply i , p r _WRH THE BUILDING TO PREVENT MND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL f. Q) r � i ' ' l!1 FROM Tf# INSIDE OF STRUCTURE, .`�" - ''r�� ' HIDING ._• . y I To am �> � i I ' m 3. SERIFS tW0 OJS'fALUTDN K APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS �OINREO TO BE r 'L` i+m• (SEE Salami 1 , L" CLASS -`(s¢ samAE-- f ' (Ba2 rxA11D1A2 , PANEL LENGTH LM s"m to) i 1 M , PANEL LENGTH ON Sw1w ,h i i ar DIET 1 i PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PAIR. INSTALLATION STALL COMPLY WITH SPECS MrncaiED M THIS DPAWING PLUS ANY BUILDING AND ZONING i r (SEE NOTE i BELOW) i PANEL LENGTH i (SEE NOTE I BELOW) i I 1• i ExiSi4NG 1 1 R£GUlAT10NS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. (- 'L to f Ara 2EFNMRp1 I r ,W,, gPrANpy , PANEL LENGTH VA. SEPOVIO N , GI.155 , 4. SERIES 2000 WALUTON IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN L. LASS -LMI BGE4fAE 1 GLASS ; -�t _. .- (SEE NNUFEI 1 BELOW) MTo CASS S0&MAE i i --!''^- (SEE NOTE 1 HELOW) PANEL J PANEL LENGTH INSTALLATION S REQUIRED TO BE PERFORMED FROM THE WSW OF STRUCTURE 14. ATRIUM WINDOWS AND ODORS. INC. E - Z HANG STORM PANEL SYSTEM"' S PAMW PL9Wa = Z: a MREi 1N1) 1 1/4•s-Tar • L ON eNEf 10) 1 1/a•.-2Nbr1• --- ( ON S-W is) + (S'fE NOTE f BELOW) 1/4'°-2Da1• N (SEE NOTE 1 B©-OW): I S.S. Y.S: W , ' r EXISTING- 1 r - 5: ALL OAUNkIN11M EXTRUSIONS TO 6863-T$ ALLOY AND TEMPER. (UNLESS O7NERW6E NOTED) 15. (e) THIS PRODUCT EY144WTDN DOCUMENT (P,ED,) PREPARED BY THIS £NU6LNEER IS b'ENERTC AND DOES tHIT- PROVIDE 7/e'► A 3 72` �. ; Y i i �`. i i , 7 • 3 4 3 MAS`+ r , 5.6. MLA W -,, •-- I MFORNATIMt FOR A SITE SPECIFIC PROJECT, 1.4. WHERE THE SITE CONW04S DEVIATE FROM THE P.m f /9 MR A.. , � ._ i ? i WINO N4IT /�" °. s S. ALE. � SHEET METAL USED AT tS-G'S(HRES sNglt. HAVE 3705-HT4 ALLOY: ('7 (b) CC)NTRACTOR TD.. BE RESPONSIBLE FOR THIN SELECT", PURCHASE AND fN3!'iJ.fATON.INCLUDINO LIFE SAFELY OF T 7. ALL SHEET. SHEET METAL PANELS SHALL HAVE 5'IRUCTURA• QUALITY STEEL, ASTM A-651 OWE 50 Min,. GALVANIZED STEEL THIS PRODUCT IMSED ON THIS P.E.D. PROVIDED HE/SHE DOES NQT OEViMYE FROM THE CONDITIONS DETAILED ON �•-+ d[ @ 0 W�N' ' - -- , -«-- i ! ' .�.__ DESM.NAiON W/Fy. yes lui (AFIER rtDI,L.CD). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS TIME CONTRACTORS RESPONSIBILITY. L f l l i _ i + iMN. THREN7lTI ` A� y ! i �� , I I 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ADD SERIES OR CORROSION RESLSTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAIJD IF MODIFIED, • ! t, ,PENETRATION AT , , r W iMDWOtN OF SWTB W/ 50 ksi YIELD STRENGTH AND B(1 bl TENSILE $TNENGTf, 8 SHALL COMPLY W/ FLORtlLA BUILDING CODE SECTION 24t T.3.3.A, ( - ' s f I (� I I I ARCHITECT VARCH WILL 4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIST 304 SERIES STAINLESS STEEL, WITH 36 k. MINIMUM YIELD STRENGTH. d) BECOME TLC ENONFER of RBSITE SPECIFIC PRO&CTS A (f PREPARED.j FOR TfAiE�PRwaUAECT D LT£WS> N fffi2 itiE PRo9ER I I , f USE OF THE rr C ENGINEER OF RECORD ACTING AS A DELEGATED ENGINEER TO THE P,E.O. ENGMEfR, SHALL M ¢j t jjT{�-- C l_1 :', € L i io. lJ/CFORS TO WALL BFW.L As FOilOWS: SUBMIT Ta THIS LATTER THE SITE SPECIFIC OPJrwli5 FOR REVIEW. - ( + 1 j (A) I E4571w RNVNRFn r• ar:r. ' I It! � 1 (- BEAR THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF {`} .. ,.� .: , ' : 1 T/4 a TABCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. MG: (DIM. P'ca3t92. P.AL} li£CORD TMAT FMiEPARkID T. E0.--1 t/4 e•'•20xa 4•SS. M,S W/ , e ' i 1/$" W X 7/B'. CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. rca300D V-1.) fn ci Ccm, _ ,.. COAT:. Ep, ;« ,,l/+Y•-2O14tif4"6.6. MS. W/ ,�.. r i - E4--. P 1 F 1B. STORM PANEL N4INILNFACTJRER'S LABEL $PAL BE t.0011TEf1 4N A READILY VISIBLE LOCATION AT STORM PANEL M y W J 7 /000/w WM4 NUT t 7/M4 0 NANO NUT , i )0 ANELMATE FEMALE D & PANELMATE PLUS ANCHORS, AS MANU ACTURED BY ELCO CONSTRUCTION PRODUCTS, ACCORDANCE Ya61H SELTiON T7t>5.93 OF FLORIDA SLIMING LODE, ONE LABEL $HALL BE PLACED FOR EVERY OPENING, WOfG GAR , t A A 3/32. WINGCD \ i T i 1Y,A51ER • 12 T/2` O.C. k ? NUT` wAsxER {8Et0lO) i t a. I2 1/a• O.C. I I i 1 - ;:, WASHER (URIOND) i t 7 i (#'t+$335D aat:l.) LABELING TO G(>sAP4Y WITH SECTDN ,709.9.2 (Jf THE IRORIIA BUILORiG CQOE. a , •� J qq , 4v TAPtXiN a $• ac. # , , r t , 7 ,a x • WMc tWfF A1) .MINIMUM EMBEDMENT OF TAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2^ FOR PANELMATE y A 1 ; T :, /, t/2' MIN. TtYBAOFD L-4-;,,� FEMALE ro c PANELS4LTE PLUS. TAPCGM O.E RC. _ 1 4•s TAPGM 0 6' O.C, 'f x a W1NG NUT ) 3 ! 11 2`A4' WOOD ,���� /3a 2 A4 WOOD_ PLATE ( /6 3/32 AtiIle W/ STUD) L_ 14 L N-TSTAaO Q W/SAD) PQEfWA110N Ai 10dFroM - A.� TfT,, 1 I W W W 1 1 2' M4L THUD I t W 7 , 2" tltl, iHIREUOlD ✓T t i QF PIA7F L REOLKED �`f-" y wA6HEa a s 1/4• o:c. D k. t j, �� I WJLSNfiR. s (BEl"nv) ` > P1/ S{/� r� ,ON AT NV+YOTH AT 1Y01AOT1, , I it } \ 1•L,. X C Of PRATE - OF PLATi "'� i PLATE 4• W000 PU7E in. ; Ht' A2) MANY FINISH EMBEDMENT OF 1/4'P X PERMITTED CALIG-M ANCHORS SFWl IS 7/B' INTO CfXNCREIE. NO EMBEDMENT INTO a _ (y 25sA' G00D PULE ( • WOW FUZE f ' 416 t�4 ANELMATE 7/8 - O' ° 1/4'AOC wT 1 7 t ANY FlHNSNI MATERIAL SMALL LNF PERLRTiID. FR RED I - j [ ; 1/4' 2-20 SS SIDEWALK BOLTS USED SHALL BE LONG E'MQUGH(SHOULD ANY FINISH MATERIAL DUST) TO ENGAGE 3/4• sV C U 0 REQUUED MM.WALL WALL Mg ze a 'EL ATOOF PLATE PELRAl10N ; I IBA, P110N MO ANICHORS. eR SUAVE 3/B-I*NEW% AT MONIM OF PLATE- ,. WA ONA3} CASE THAT PRECAST STL'ME, PRECAST CONCRETE aAUN£IS. OR PAVERS BE FOUND ON THE EXISTING WALL ORWALL 111LeYNH SCALE 3/9 -1" MIkNfNNh - ' LAEN'HORSDE IN ALL BELONG D A 2) UGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL ill ` SO y a .� O $GALE 3/E.i~ SCALE 3/a'sa' aA.Tllt� �aP ifCf/% O r!F€ A PANEL r :' No. oC't �a s1 - W tG ,••••• , d •• ••, ✓ 41• (B) A.D £f6iiHG CONCRFM_OC.K W#it• s ' DEN ` GEN I' SCALE 3/r.l. S * L 1 A tlQ>tg ' • 9 FLORIDA BUILDING CODE H VAllaa Nu no Z4ns SCALE S/B`=T" :• i} •' FLORIDA BUILDING CODE (High V.loc(t Hu cone Zone) = 1/+` s TAPGQN ANCHORS AS MANUFACTURED BY Lr.W. Bu1LDIX INC. FLORIDA BUILDING CODE (High Velocity Hurricane ZanNN 1. INSTAWTONS ARE DULLY AWLm FOR BUILDINGS WITH AST. DESIGN !AIDS _ . . w m +sss. -72 D PSF AND PANE S t Dfc)H Lw T€, s'-r. form. A C FA, B�IS NO 44167 ° 'x'° Nc 20 GAGE CALVANIZED STEEL. STORM PANEL rF' - Ile 0 X 7/8^ CAX-IN ANCHOR$. AS MANUFACTURED BY DEWALT I C. (rm.15W p sJ.) y ,r � »6 Na Fr. A ND. 4 1 * z 20 GAGE GALVANIZED STEEL STORM PANEL „1 �; ? k x ova W: - If 4-10 PAHELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED ITY ELCO CONSTRUCTION a� '• : •� 20 GAGE GALVAN4E0 STEEL STORM PANEL GROAN BY. 2. FOR NEW WOW FRAME COM91A CTM: WOW TO BE SOUTHERN 1, INSTALLATIONS ARE ONLY MOLD FOR BUI D01% WITH A.S.D. DESIGN LOADS *.. •k • \� PRE NO.. 2. W/ SPWFIC DENSITY OF 0.55 Olt EQUAL i'k : I"`y_'"'S � rw. UP TO +35.5. -72.0 PSF AhDH PA/EL.s It71CTH UP To 8'-e. OJfM/m3y PRODUCTS <rfn>•2o71 P.I.L} ,Oi x ST BAIL PROTECTION PRODUCTS, l LC. xN ; BANE DUCTS. M1G d �. •'' sr /► afar iH' ao 4' L FOR•. NEW 2W:OODD FRAME c D€� D.WDW M TO BE SOUTGERN ,a } `• . OR1O i L .. C a txe. L PROTECTION SPRQDEJC75N U C. N N SAL PROTECTION PRO LLC. •.1 C,y I'� G V O ENa. '�,A` • IOW RW. WSW 1 /� NIT° 4R 3I 4R,iEA hy' (•+�•`1'••• .flat NWn. fb Als. MYTH A ia« NIRIIE- (II'f)EI9-16N4 NNC:MBfjlM-B7I7 aG•-176- - *$ C`� ' D&MID R'75N6,. FAAC' I iY C \l ANC_ ,,�SiG :Eft ,.-... wYe•,9«7�GYvt•N9,NerPap°a�,+as, w ,aerwr aYf w AM ORIWIIINN ,h! �••••• CA-Wp67,4 N,4r Ir« Ae.Ie N,e.Fr aAt txMfwwY: F Iy„40Ob7fg M sYaenrse «tr aY BRAKYaNr rAN WaT7 s INr NY. RN, Ma Aa, wx« e4at7a r AN« frfgNr 20-/ 76 R wfA ' n'1/ 20-176 NDKR� f $i Aa y-,---- nw: aN-we , w. r pMa an-wN wr , An..1aF . F. s Gb9 «f-.YI Nit iMl �P.ri 2EN�&pNYTOAffi%WiC YDLYER A 12Nfi I•:, PL N - Nk11111 y BEAt/$N#GH1AWjRAfE AFr-. ff. fY 7P4,WEw. WA4RV4 n 7L« PIfONE. (°34)Y9-7LHIr PJJt: (4IN)�B"WI) FnI :... . _ 11KE't M m 1TALTPA A'Nla rr., P.d1tvE. em - - ,y - LR47'92 # $B WALTER A 1KtR Je,. F,F, -AWET al WF ffi Q "STORK PANEL )t PAINQ.'s N7D tI+ •�. W/ HEMMED EDOL d ISQUETRIC ViEW DETAIL A ROUNDED CORNER a ENDS OF PANEL'S END UP W/ HEMMED EDGE. (N.TS) -•(T•-••.125- L J3' Mox.J �T 3'x3M ox.) (�i,UTA. ANGLE f LOSS" (TyP:) 76l0' I $ STOP BAR I t" LONG 6003-�T8 AIurm. ALLOY �2s• J2.DWJ � *.r TRACK �2 REVERSED Nh« TRACK �3 REVERSED "U' TRACK 7S4".R AL - 125• 2.OW' I :f25• a Q 2*:R5! Vgs.3 ALUM. AG= 1 1 4 6061-TB Alum. ALLOY 3'/24 (sm MIKEE 2 "wo 172A B► r e/240P Q "/ °t W/O t%' YJ 'm (SEE 1141E 2 mim BELOW 40 X. 'L• I-r� i 1• � �B,DUIE"1RON snET �� i�1aoR i 1Nn. !-�at QW/ � wl�. � sL°E sonl4Ys ON BTWE1 Nr - e LAST PAVF1 iHV TO BE NATALf:EO AT E OPEMNO SHN17 ALWAYS 8E PRONdED w�/ REAR HAOLE TO FAlNNTATE HNSTAt1AON �,. - sou 3/ DEMON ME WO 200. INTENOW AU£0 FROM 1+ il0e, OAP yl/k' t6eA. O.AR Ali' T3U'� Ord. UUI�L•,r�jj BlY4E 3/aE' a i' (t). E - Z HAND STORM PARED SY-aTEM CONSISTING OF PANEi. Cmrtt. TRACKS TOP a BOTTOM. (2). AND PAHtlE'35 SHALL ALWAYS � CONNECI'£0 TO BOTTOM TiACN OTHERWISE A STOP BAR (8} SNA,L BE PROVIDED AT TOP OF SUCH PANELS. (3}. PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION S1ALL CONSIST OF 1/4'h201rS/4" DES. W 7 8'ftrr3 WR°G NUT OR 1//4YR1/4" 6Grt. iHUHE85CREw INTO TAPPING BOTTOM tqq OF FASTENERS LAY 8E AT Et1f#R OF TWO EITA80R FIAT FLANGES OF END PAW- (4). M CASE THAT ENO PANELS ARE HOi CONNECTED TO BOTTOM TRAtaG (i.s. A STOP BAR S ONLY USED AT TOP AT LEAST 1wD PANELS SHALL BE CONNECTED TO BOT'(OM TRACK 47SIkR SPECS ONDICA ON NOTE (3) AlHOVE. IN SUCH CARE: CONNECTION OF PANFS.S TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION: (9}.SEE SECTION T', 3` 8f. 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, M ,, 2'/24p 1' CptlCl¢,IE ANCHORS «,xa.. fx+ allEeY NOTE 3 EQ.OW7 a• IA,N. 4 D40W 40 X 'L` LATE � yP)TYPICAL ELUQ0N Egg PANELS OW). ppOO � 7� 7 N/2' MOI�OR PAND,S� 16' a (ANT PAIO:1� 10 BE INSYAMEO AT EACH OP57IO ALYLAYS BE FRONDED W REAR HIANOIE RU FACETATE NNBTAILA� IF INTENDED 7aBE iNSTAUEO FROM ._ Ie1SOE of �. 1/4• Yaa raP - V4• Rae. GAP L t ��TI�B� T � PAI+Ec (1). QfFJNQ)pNN Ot SFraFs 1000: E - 2 1HA1C STORE PANEL SYSTEM �10 OF PANEL + AT TDP ��aM TRACKS AI PANELMATE PLUS OR 15" LONG SWiAT� BOTTOM W/ PANEEMATES, (2). END PANELS SHALL ALWAYS BE � TO ENDING SIR. WALL $i` MEANS fL4 PANeL1A47E6 Of W USED AIRY W{ 15 LONG TRACK AT 80TFaA END SHALL � COINN�LTFA TO WI+' -INS, NUT �1/LNme C3� •m Mro rAP�Eo a (N�GGEpT As (3). FOR CASES T ENo a�csP�wE rrorof�lrrolA�m�Gr,�sroP BAR SWVL � PRWADEO AT TOP aF SIGN RAN115. (4). FOR NSTALIAIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY UAMO//UNiED�EOSNNCFOLIDM7�H MA SHOWN ON DN AND WTP.ACK Q 1Wti. tFO. EDGE IX.SI;MCE1 FOR TINS O1TiiINORR PANEL USED AND ��ED NO'T NEEDCANMEChD T0� 8Y ANY MEANS.TRACK HEAR OVERLAPS RETAINED � �. i#T Af RIGHT SIDE of PANFxj i%AVE ! _.... _.� it i i, _ ii i 1�.iYYyi y;.B fl4 ■�.L i�,: yy. T 1 A 1 I A t N IrY-I ' i 10 GLASS. H Wtn mfr', i i° fa"ss. i A7N. iOnErr ( j ENEIr OVERLAP i ° '° 1 ( 1 1 1 M I t AWiuee° ), IfEf7T6IFD F 'ni N WagO/s• L0 Eo TT WALL YOUNTIF� INST. IiA.€ori �IfCA�TIRaN�u f@q�]N0 AmOiARBNBWT(N�a�1LrOR 4 � IL OF NwWL " IL,V ® �AYFr� Mfr9 a/ IIW A! 2I7°°R WAY TO 71' IT== t+EDI+ ANrEurc ,w • �l IISTALIAtgIL /�"' E4.. E4� tia SCALE: 1/2' . 1" VIEW Y ISM ml I 5 i f 1 T 1 i 1 1 i SIM wAowua te4E SafD1AE ( �NXI MWYF 25 1 j Can' n�W � 1 k�w• � , m, i � aaw°AP m afAsfL t fMl4 one € H , 1 O,WY O.WAM yWW f 1 , 1 1 2', ,T/ XM� I �� r --a - M- OIL - ANCINA2 ma aF OIL f1°1WcnN�°eNO Cn Cu �:2. CL CL f1!)OR TO MIl+jjj ifDUNTiNG INST. BUlLa-OLjj NOUItTING INST. �CT�N Yil'ite2lft�x' SN:AI.E S/B-1• SCALE 3/8 7' O U O LLI Q z z Q J a SHEET N0. IS 1.2 wkxNw Asz. - I -- - Ego" ,v.- I -oft- I A R. F, � ". (SEEM7 To +66.0. -7&3 70* Olt LESS =2 91,r BOLIED 1% 2'. 3% I'W. 2,W & 31v .6". -75.3 70' Oft LEM 2 7/0- BCXTED 4� & 4*W EDGE QUAIL A ,W�rS& M.S. & WRIGNUIT AT OVERLW & 4OX OF PANEL LENGTH PANEL MAYJMUM ALSA. DESIGN "W Mk'AM ANCHORS SPACING FOR E. D. Z 1/2' � ~-MILE Tv SECTO'B' 1 * ANY oftemuw OF MIT WXWW MIEL TAPOONS FANSIUM MOLE 0 PANi-WF-" To CwCRM To QONCKTE am - To CONCRETE 10 C`gVRE`E III-Ock ONCM 1. BLOCK TV CONCRETE 12* NIA 12, NIA 12- N/A 12' N/A I- & 2. (TOP) 70' OR UESS 10" 3. v 4' 1. 4* 12* 3. Ir 1. ir w OA) N/A N/A N/A N/A N/A N/A 12 1/2- it' 2' (BOTTIM 7 N/A f, 1/2 N/A 4 1/2- N/A 4 1/2' N/A 3- MR) jr N/A 12, H/A 9 I/v N/A 9 1/2- N/A V (BOTTOM) 12' NIA 12' 1 N/A Ir NIA IZ- N/A 4- (TOP) 12- 1. tz, 9 1/2- 12- 11- 12- )1- 4- (BOTTOM) * UCCED M Alto W. A.S.D. DESIGN PPA'--W4K RATING. &SEE SIMBET 20 FOR AHCHORS TYPE A SPACING FOR INSINUATIONS INTO WOOD rmw su"ING, MINIM EDGE DISTANCE ARE INDICATED ON TICS =vO."'Twx INDICATED ON SM F=MOM SPACING By MAMM"s ST* FACIORS, MR I'" OPOUXION TO K POSSIBLE MUM SWING ORIANED USING FACTOR SHNU Or K I= TIM NOUN SPACING VIDMA1121) FOR EACH ANCHOR TYPIT AT -4nm Lama ANCHOR TIM 1/4%, 1 1/4. 11're 1 11140. FANPaLLIAN' GAI-1 is, liom swogf� 1 3 2 1/2 lcm-gi VA%ftj 31 3MI12 A,& 4 MAIN + REQUIRES MO. OWANCE BETWEEN BOTTOM OF PANEL AM (1) TO 11C 1/2' via + + ROCUM W. DISTANCE aEnW1N BOTTOM OF PANEL Q To BE. 31ir 3/le- v Mo. COMPQNENTS FOR REGULAS, LIFE SAFETY E-Z HANQ RORM eANEL 5YMM5 (SCAUE 1/2 sr-� 12" j�4W 4" CL 5 1/0 (TYP.) I MQE al a 1/4, I 1�0* Iw- - .0C. it v owl 0.024r MIN. THICK 6 rN.VAIRZED SIM _084" ASIM TYP. 2 1 air A863 CIAM Do Woomim '25 0-60 GALV. EDGE 2.1 41T (D MEM PANEL ---------- KTAL A 1 -2.000' PANELS SHALL K MIA= AMYS FROM LEFT 10 Row W/ 112* to MWK ANIDLE WITH MD AF SW AT LEFT SIDE OF PANM 'H" HEADER -F wwa's .0.270 .2w 1.407 *.GW "E"-- L ISOMEMIC VIMN WAIL A ROUNDED CORNIER 0 EINOS OF PANWE ENO UP W1 HENNAED EWE KU HOLE WASHER 3105-14154 ALUM. ALLOY KEY HOLE AT 2.112e -Aw MAX, MEN A SLEEn 2 11 I (�) REV. -14- 11= @ 'U' HEMER �125* 2.0ow t-118 C"44 WIN, to 51 M.-, - SLEEff J* MAX, LMGM * (@ "M 61) Or TRAric 3aw, 0061-73 ALLOr .37V �364' Do �G` 4W .27e Mj�' To .250 231- 7SEE SECTIONS VIP MIN. @ IWILD-OUT *r BUILD -OUT = TRACK WMIJEW WINGNUT TRACK ANQU CZWAC 3 &LOY) 0 02r IWO 0131S 0.2WO L I OR I& ne 11.� L.- .12V AUM-1 EAM -7-7M- *SM SHEET 6 FOR ADDITIONAL UWAVIO IF SUMENI: WIDTH a I I,. MY VA"M FOR watuLATOW Mo wow STRUCIURM @ emEL pANGER (I I X VADE) (USE ONLY FOR E-Z HANG STORM PANEL SYM) 6063-T6 ALUM. ALLOY INSTALLATION DETAILS F-09 REGULAR PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS L GOING Ix ANCHORS �-I�u =011D.N E"TING POURED CONCREN_ (SEE Mm a &=No POURED OON SHEETS a THROWN 10) OR CONCRETE SIM 9 THROUGH 10 OR CONCRETE MOCK TIERKATE LEG Exanig; LOCATION CONCRETE ANCHORS CONCRETE F (SEE SCHEDULE ON wel" HIM SKMTS 9 THROWN 1 F Ban* GR CONCRETE ANCHORS Ll 7-,; F (SEE SCHEDULE ON=- SHEETS 9 THROUGH IQ) 260 0 1/4= PANEL LENGTH ISM SCHEDULE ON SHEET 3 FOR TV GLASS. ON SHEETS 'To (set SCHEDULE CLASS. (SEE SCnE00NUUE (IN I ON SHat 3) POHL 1.ENCTH1 &K Wit "M 0:1-471 PANEL Lem am 7-n (SEE SCHEDULE LENGTH ON SHEET 3) (SEE SO4MM =o4 ON SH T 3) =lad TO GLAM, t It S= 'V A OF MAX. f SPAM F LENGTH- OF %7 MAX� ,r7s L C --- o ric� CONCRETE ANCHORS CONCRETE ANCHORS EM (SEE SCHMLE ON (SEE SCHEDOUL ON to GE OF WALL OR SIM SHEETS 9 JOH 0) SHEETS 0 THROUGH ALUMINUM REOUIJWD Y CONDITION) a D.C. VAL0 MR M PANEL G POURED CONCRETE COWAIETE BLOCK COSTIM POURED CONCRFrEj LENGTHS PER SHEET I CONCRETE $1 ClUTRIED. MO, LONG ALUMINUM SPACERS 0 (SEE 0 L--rv.- 1-9 "; 1/2' OX, TAKE #1 ON ISM SHMMM 9 1 SHEETS Q & 10.) CEILING AID In OR MOUNTING RU"-9yj MOUNTING WALL MOLINING ZQIR%Nfi W (1) OR 61 SECTION 4 SCALE 3/8-1* SCALE 3/8-1- A. FLORIDA BUILDING CODE (Man fth Velamcify H�u 0 Zone) r o,44167 winia. ge. 24 WA GALVANIZED SIM STORM PANEL DUN ft F-D. - EDGE DISTANCE NOTE FOR 001IMMMU QE SIECTIONS, TATE Ojt:� PROMIcTs, I.I.C. WL (SEE SCHEDULE ON 11LIEC0.11119. GLOM PROTECT" TOP & BOTTOM MOUNTINOS CAN BE 48M &W 61 STREET ---=go WM FL 33314 20-175 SHEETS 9 & 10) p"Mv- COMBINED IN ANY WAY TO SUIT ANY 01 0184)110-711W PXI ("4)M-OM IE 0WALLATI[ON. Iwat CA-DM719 MOW ft INSTALLMION QUAILS EQR SERIES 2000 8: 1 Q90- E-Z HANG STORM PANEL in INTO EXISTING WOOD STRUCTURES 1/4-0 LAG SCREWS 0 11- Oc. W/ 1 1&2;= THREADED POCM11ON ne wow 1/1,11 LAG MmOrs s, a- = wy _10 wow wmm MIUM 1 1/2 W.. "Um pmeigNIM FIAT 09 ON EGGE -10 VAST010 wow wAam SA& To cositilic wow W-4m cg�L e`#-�� �4- 3 Ox 0 1A. DM OF 11) >< Viv�, -KING 114*# LAG SCftWS 0 V 04� Ill ill"r sAta /4'-2 - Mg.. rim /t MAIL 1/2- A, T 1.&014' TRuss 1 1/2 AM PC" 0 si, END or IA. 3yis, Ah- pop w4v coot #14*1* SALS- 0 Cry:131AWN OF EVM 0 Ek OV OF ID A s"Aw- P I �; \ /11 5 C.A NOTE sa 5 - 2 opir V I SIPAM-f" 10 CLASS. TO GLASS. rm" avow 12* O.C, 9 2 718, M, -WARATION- 1/4--2ft3/4' - TO CLASS -2 0 To CLAM Ovew avow EVERY Ow" Oil T. 1 4*- -a It 3 Ct 1 Ig 12'64, 4'* pmamat FEMALE lo 4 2 t"IMATE PLUS W/ 719 111READED M.S, WTE 'A OEUV) 0 12 1/2' OLC- w""/G4* 1/4-W LAO SciR=M4W.C� L I - - MN 0 TE4 YA 'A pol I PAT OR ON 4- If, MW IT e E NOTE - p4gw/ 7/8--/32' lar, PENITIAWN 0 1 SE NQ0 Ic /. LAG SC;"S 0 r cc� W/ I/*"# LAG SCREWS 0 a, cc, W/ 101, 12,0�"" "Ifim 1w TW-AKD pDwMrlw "NAM PMMTM ALTEM%= 2, Mi.. 2'.4- WOOD REQUIRED OF PLATE SCALE RATE W-OtMED FLAT ON EDGE: ALTEME I N 1Ljq OUT MQU SCALE 1/4 -1' MOUNTING 1. INSTALLATIONS ARE ONLY VAUD FOR RUIDINGS WITH AILD, DESIGN LOAM INSTALLATION ALVJMM -W UP TO +68o, -7" pw MD PANOLIS LOWIp! UP TO 51-101� '190110111, . "v , Vw SCALE 114--1- 2. FOR NEW WOOD =J=fforg�[= 10 BE SOUTHERM RE ........ 4� SCALE 1 4'-1' PINE N., 2. W/ f, FLORIDA BUILDING CODE h Velocity H and Zone) I Top As s No. 4 On" TOM, W, EL pp - am 00" 20 GAGE GAILVANIZED STEM STORM PAN STAT F ow PROTECTION PROOUCTS, I.I.C. JIMaD 11LIECOil MOUL 4ft* S.W. $I SIRTLEY INC. ANY OnNisso-mr, Top & BOTTOM MOUNTIOM CM WE OOMoww Of ANY 9911111awk AN21IM-UrAMI OiN Z 3w'. WAY 10 Sir M-f INSTALLATION, (45.0m 20-176 am i-in I ��� $ME- Ile - V OWAM N.� NOVE � SWITER TRACKS NOT SkOWN FOR CIAMTY al 24 P-1 aw a OF a SINGLE PANIELS111 UN WITH TRACKS (2) OR (81) MAXIMUM PANEL UNGTH "L+" OR "L-" (ft.) 9 DESIGN PRESSURE RXIING (P.*.f.) I+ or CONCRETE & WOW owALLAnoWs t Zoo 12*-0* 210 121-6^ W-41' fr-It, Iow 1. to,-o* 4aO Irl. 410 a'-p, 5110 0'-11 8--4. no 81-r fi-C` 81�r 71-7" --�no 65.0 5,-0* .1'. 7110 r-1. I.-,. MO 1-1. w-10, Sao 1-2- r-71 Mo r-ol Rae 61-01 S�z' 9$.0 61-0, 61-0* lkxXv 8,-31 51-11, alo W-31 s-s' flao )?&a WITH Tom a' n4 - 0 & -0 D.M..O, w. DIRECT MOLINTED AT SAW-Effl* XIMUM PANEL LENGTH @ Or E, *L+' OR 'L-" (9.) 0 MAXIMUM "0. DESIGN PRESSURE RATIO (P-0 (+ CONCRETE & WOOD INPAIJULATOM t L+ I- 20.0 14*-4- W-0' a" W-10' ff�r =0 yl�#* iso 40.0 416 Sao 81-7- 01-2, no 1-1. dav 7'-#* 7--2- 7DO r-s* tv-11, 710 7--2- s,-S* amir 71-01 6*-S' no ;111 gav 61-9" 0.0 61-7* 1017.0 81-3, 51-r 1010 d'-j* 31-4* 110.9 J,-v- IsLo tiLs MINIMUM SEPARATION TO CLASS SCHEDULE MAXAAIM PAREL LENGTH (n) WIND SPEED 4 170 -Ph WIND SPEED > 170 M40 UNRESTRAINED RESTMZ UNIFIESTRAWED RESTRAINED 30 OR LESS I' I' v 61/4- >3370 90 71/2, 1/2' >20 TO 145 7 1/2* 71/2- >145 10 1 i 7 112*j TOP DIRECT MOUNT 11. NGIM .1. H04DEA Alto ANGLE TRACK 'r TMON AN" Cg.- 'r TRICK DhwCT MOW 1. 32' 332" 3141 w w so. -iF- i.51xI.S1 STUD ANGLE 1. 1. 42' 3r 'r TRACK w 32' 12. 42- 67* 1. Sw FW,�Z,� W 212- 32' 3r 60' 56' 08" BULD-OUT � 'PACK IL-MIRLS199111- swv 32- 32- 1 3r r VAX ANCHORS (SEE SCHEDULE ON MIN:�--� SHEETS 0, 10 atii) - -T-1 AS +0 1/4, 3/4, 4/5. 5/5 6/5 IW/6. 2W/G. 3W/7 & 4W/7 - �, - �� - � � - .1 - BOLIED PANELS ill/ 1/4 ts. M-" BCRT W/ to I L-1 - 10- Y--1 - W- J 3 L J59 - I i L IiL -r*T I 1/4, 3/4. 415, �/S & 0/5 2/4 1-104/% 2W/G. 3W/7 & 4W/7 -ANCHM (SEE SCHEDULE ON SHEETS 9. 10 -11) , , REGULAR STORM PANEL M ELEYNTIM /4* Ma. CAP 2A71 N.T.S. --If- W OOER!�P -1 %HOLE VNIE4 SECT19N A -A NIT.S. I (JV SEE SCHEDULE SCUD* FDA MIN. PANEL UMFM FOR POROSITY I t igswiluxim wro w= &RE uwm To . so At. mAx Aso. DESIGN PREssm FATAC; 44167 m I%T= W- Te OF /11 LTE C 0 24 GAGE GALVANEZED STEEL STORM PANEL JOM PROTECTIOIII PRODUM LL 4wlit sow ii. 'Wi. fmaw. UGI)M-"M Ift fto*A#-IM F�. COMM V, 20-175 INA140 ft INSTALLATION DETAILS EQR REGULAR PANEL (I INTO WOOD STRUCTURES Min. Vi-� 4-T-1 SEPARATION 70 GLASS. I WOW ANCHORS /,Tsm SCHEDULE ON (SEE SCHEDULE ON SHEET 3) SHEET I I) 'L" MM WOOD ANCHOCORS GLASS 1 f I (SEE 504EDULE ON y SHEET 11) rA3 SPACER 0 A -T _SFACER_ rim I LENGTH ur A w =EAM- ED Doi I r Um LONG ALUMINUM SPACERS 0 12 1/2- U U D.C. Ism TABLE #I =;us FOR V MAX� 1 1/2- LOW SLEEVES. PANS. LENGTH PANEL LENGTH (SEE SCHEDULE (SEZ SCHEDULE (SEE SeNEW" ON SHEET ON SHEET 3) ON SHEET 3) 3) k-1 PLUS ISM SCHEDULE ON 1141�11 I i I \ L--PANEL MATE FEMALE 10 ORSPANM MATE IL-= ILL f I !=w Mir. I SEPARATION 2'x4' VY45M Elam" TO GLASS. GLASS -(SEE SCHEDULE- PLATE REQUIRED ON SHEET 3) -9k SCALE 3/0-1' 11 ON SHEET I I FOR MAX PANEL LENGTHS 56X I- v Ox. SEE XZAII DES" LOADS FOR THIS INSTALLATION. .0 I or ED a 12 1/2' D.C. Ij WOOD ANCHORS STAGGERED W/ STUD (M SCHEDULE ON SP*CEl 9A MW BE I Ilr Logo OR SHEET 11) (1) 01111ALLAIKIN 6 LWnW 10 A ONE STOW StKVM WITH 10'-V 2*x4' WOOD WX W-* MW HOM CM 0 A $03TRIMM MO ANY ­q) - PLATE REQUIRED' MKORS; To CLAM '-=E'RED 10"'C"k 1.1200IMED W/ SMI) L;I" LATE 11, 0"' FG`ALE - VR (sm SCHEDULE ON ca"' 70" ""Nan FOX& WE SKML K SPAM OCT 5 1/4*001 L SHEET 11) 00INUM wit 4 A viow t2 Ilr wvaw 'a t: oil OHM (1) We" Am DESIGN PRESSURE ROM 5 .0% -45 W, (3) wx 24 OAK FW00, UDIM Is UMMM 70 W AT ANY WENIM; S A RCMIM FROM LAN= FrOn LENGTHS MUM ON (2) OWN =0111 PAND, UDICIN 15 WAU MQUbmell I 011MCT M scissum sw it). U." LT CQ 4X' LOW 9000 vi, M A,fa.-%q% Im CILY VALE 3/8-1- "M A410'90 Mwis; L I AND 3 AS By - 1w c-im srmqm ANO THE 2w tM 13"0") OF M nOMDA (4) =4v" vxm ONLY MR woo VALD" OWL 1. 2 * I PO AMU E HUM1100 I lon-M e-V NOTE& FLORI BUILDING CODE (Non Hil Velocity 1HWUr Me Zone) 1 INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D, f No. 44167 om TILIM w- 24 GAGE MYANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.s.f) AN& PANEL LENGTHS 'TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) RATE 0 GLOBAL PROTECTION PROOILICTS, I.I.C. MID. INSTALLATION, 46W &W. 5 b.M 039ZO 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD ..... .. "-Z� 2G-1175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AC� ONWAIM-71144, 140L (W)IM-PP CROW DENS" OF 0.55 OR EQUAL 71 tia GENERAL NOTES AN12 EX JIM (C) TO pastima WOM iMft 2MIELMMM� 1. STORM OM00AWNT (P-E-0.) HAS BEEN VEMPED FOR COMPLIANCE IN ACCORDANCE 1/4-10 TAPCON 0INCKORS, AS MANUFACTURED BY JJX MUDD, INC WITH THE 2020 (7th EDITIONI OF THE FLORIDA SIALDING CODE. THIS STORM PANEL SHALL NOT BE INSTAUSD AT HIGH #14-10 PANCUACE FEMALE to NO FUNIELMATIE PLUS MCNOFIS. AS MANUFACTURED BY E100 CONSTRUCTION PRODUCTS. VELOCITY KURRICANE ZONES (NOW -DAM / SRONAM COUWIES)� Ile* LAG SCREWS PER NOS. DESIGN WIND LOADS 04ALL BE OETERNgriEV AS FCR SECTION I WS OF THE ABOVE MMONELD CODE. FOR A BASIC WIND 7/1 rf x 5/8' WOW MHOG. AS DSIRHIVW BY ALL POINT SCREW. BOLT & SPECIALTY M SPEW AS REWRED BY THE 400SINCTION WHERE STORM PANEL WILL BE rNSTAIED, NO FOR A DRECTIoNAUTY FACTOR K0.0,6S, USK ASCE 7-10 AND SHALL NO EXIDEED T14E WOUNIUM (A.SM.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINMUM 111ftEADED PENETRATION INTO WOOD OF TAPCON ANCHORS $KAU BE 1 1/2' AND 2- FOR ELOO PANELMATE FLUS 3. 0 THRU 12 & 17, to, MO PANELMALE FEMALE 0. IN ORDER TO VMRY THE AMC CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO ASD. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 44 ORDER TO COMPARE THESE W/ WX (A.S.D.) C.2) MINIMUM TKWADED PDWMTKN OF LAG SCREW. INTO THE WOOD FRAME UNIT SWU BE 1 1/2-� NO THWADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADIED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS P;E.IL AS TESTED WERE NOT DYER STRESSED, A 3,3X INCREASE IN ALLOWABLE STRIMS FOR WIND UAW WAS = USM IN THEM ANALYSIS, FASTENERS SPACING 10 WOOD HAS SEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE OF LAO SCREWS. INTO WOOD SIALL Or AS INOICX7130 IN THIS DRAWINO ACCORDANCE WITH N.D.S� 2011L STORM PANEL'S ADEQUACY.FM IMPACT AND WIND RESISTANCE HAS PON VERIM IN ACCORDANCE MTN SECTION INS.1.2 OF CA) MINIMUM PO4EMAlION OF WOW BUSHING SHALL BE 6/16'. 1/4' 0-20 SCREW USED SHALL BE I Ile LONG MINIMUM THE ADM MEN111DIRED CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA REPORITS IM4,01-01 AND 10219,02-09. AS SHOULD STIUCOD EXIST, AND I" MINIMUM FOR WALLS WIN NO STUCCO. PER SSID 12-0 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLOMOA RUM #1123-01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 Or THE CS) IN CASE THAI PRECAST SFONE- OR PRECAST CONCRETE PANELS STUCCO OR WOW BCAFWS W FOUND ON THE DUSTING FLORIDA BUILDING COM WALL mcinm SHALL BE LONG ENOUGH To Re" THE MAIN � BEHIND surm PANELS ANCHORW SHALL BE AS MENTIONED IN CA). =) & C.4) 2. ALL ALUWWM EXTRUSIONS TO BE 5063-T6 ALLOY AM TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED POLLOWINIO ALL OF THE RECOMMENDATIONS AND SMOMATIONS OF THE ANCHOR'S MANUFACTURER, 3. ALL ALUMINUM SHEET METAL USM AT CLOSURES SHALL RAVE 31105-H14 ALLM 8, PANELS MAY ALSO BE INSTALLED HORIZOWALLY FOLLOWING tMAJUATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL SIM SHM METAL PANELS 94ALL HAVE STRUCTURAL QUALITY STEEL, ASTM "53 GRADE 50 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPI THAT HEADERSQ * (b SHALL NOT BE USED. STEEL DIESIGNATION W/FY- 92.2 kii (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE COMACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tS TO M S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 AISI SERIES OR CORROSION RESISTANT CONTED CARBON STEEL AS PER 01 ATTACHED TO INSURE MM ANCHORACE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRIETIL BLOCK OR WOOD RAW N BUILDINGS. 50014 W1 50 kol YIELD STRENIGITH AND 90 k8i TENSILE STRENGTH NV SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.13.4 IM EACH REGULAR S:!;4wpt;w LENGTHS OVER 90". AS PER SECTIONS 1. 2. 4, 5, 6 AND ALTIERMITMES IN. 3W & 4W ON SHEETS 4, 5, 6 IY. SHALL HAVE A LECIOUC AND READILY VISIBLE VARKING INSTRUCTING OWNER OR TWff TO 6, SCITS TO BE ASTM A-�107 GALVANIZED SIMI- OR AIR 304 SERIES SINNUESS STEEL WITH MI kii MINIMUM YIELD StRekinN. SECURE PANELS WITH APPUrASUE REINFORCEMENT DURING PMODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS-. 11, THE INSTALLATION CONTRACTOR r. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT %WIN THE SUILDINIG TV PREVENT WINQ/RAIN INTROWN. /4'0 TAPCOIN ANCHORS AS MANUFACTURED BY I.T,W. BUILM. INC, (Mirt. 1-3192 P..J.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZWNG REMWIONS fle 0 7/11' CAUK-4K ANCHORS, AS WVJUPACTURED BY DE"LT INC. PROVIDED BY T14E 4MSDtCTION WHERE PERMIT IS APPUED To. 1/4'0 3/4" SOLID -SET ANCHORS. As DISTRIBUTED BY ALL POW SCREW, BOLT At SPECIALTY CO. (kc-� f'-3000 P-sJ) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P�E.Dj PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION 014-10 PANELMAIt'FIRAUE 0 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SIM SPECIFIC PROJECT,, ka, WHERE THE SITE CONDITIONS DEVIATE TRW THE P.E.D. 1/4"0 ZAMAC NAILIN ANCHOM AS MANUFACTURED BY DENALI , INC� (b) CONTRACTOR TO BE RESPONSIBLE FOR THE wxnoH, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PE.O. PROVIDED "HE DOES NOT DEVIATE FROM THE CONW04S DETAILED ON INS DOCUMENT. &I) MINIMUM EMBEDMENT OF 7APCON ANCHORS 11.70 POURED CONCRETE WWI BE 1 3/4-; 2- FOR ELCO PANEUMAtE AND CONSTRUCTION SWETY AT SITE IS THE CONIRACTOWS RESPONSIBILITY. 1 3/4- FOR ZAMAC WXW ANCHOM (c) 145 PRODUCT EVALUATION DOCLAMENt WILL BE CONSIOMED INIVAUD IF MODIFIED, A,2) CAUX-)N & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/e INTO THE PMw CONCRETE NO EMBEDMENT MO STLICCO SHALL BE PODMIED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2- LONG MIMMUM SHOW Stv= EXIST, (d) SITE SPECIFIC PROJECTS SHAUL BE PROPARED BY A FLORIDA REGISTERED ENGINEER OR AKHYTfa WHICH WILL SEECOWE THE AND I' MINIMUM FOR WALLS WON NO STU"O. AND MAY K W�AOED SCREWS OR ALL THI�IED SCREWS W/O HEAD, ENGINEER OF PEOOR04ti3O�.R.&FOR THE PROSECT ASO WHO WILL BE RESPONSIBLE FOR THE am wMil WiNa NZ, PROPER USE Of THE WIVER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PRO. ENGINEER, WALL SUBMIT TO THIS LATTEA THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) IN CASE THAI PRECAST STOW. PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD BOARDS K FOUND ON THE EOSIING WALL OR FLOM, ANCHORS SHALL BE LONG 04MW TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS, (a) THIS P.E�D. $FALL BEAR THE WE AND ORIGINAL SM AND SIGNATURE OF THE PROFIESS� ANCHORAGE SKAU. BE AS MEN111ONED IN AT) AND IN A.2), IONGINE111 OF RECORD THAT PREPARED a. 14. SHLITTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4' 0 TAPCON ANCHORS AS MANUFACTURED 13Y 1. T. W. SUP DEX, WC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.0.2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709,9.3 OF THE 1/4' 0 CAX-IN ANCHORS, AS MANUFACTURED STY DEWALT. INC, FLORIDA BUILDING CODE. 1/4-0 x OLID-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW. SOLT & SPECIALTY CO. 014-10 PANEUMXTE FUME 0 AND PANEL"TE PLUS ANCHORS, AS MANVrACTURED BY ELCO CONSTRUCTION PR? t/4' o ZAMAC HWN ANCHORS� AS MMUFAMM BY DEWALT. LNC� X. 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATIES MD 2AMAC MAXIM ANCHOR, INTO THE i�; Nz FLORIDA BUILDING CODE (Non High Velocity cone Zone)l BLOCK UNIT SWILL BE 1 1/4-. 7 YL`nm M Flo. R.23 CALK -IN & SOUD-UT ANCHORS SHALL BE EMBEDDED 7/8' INTO THE OONICRETE BLOCK UNIT. No N644 24 "a GALVIINIZED STEEL STORM PANEL oqwoi ft STUCCO SHALL BE fERMMEM i/V 0�-20 SORM USED WALL BE 1 7/2- LONG MINIMUM SHOULDITWIDOsT. * AND I* MINNU14 MR WALLS WITH NO STUCCM S STATE OUXIAL ]PROTECTION PRoDucTs, U4. 11LIEC O.O$C. IN CAM THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE N ORI S.". 51 ff-/" UAW- fL 30,* MSTINC WALL, ANCHORS SHALL BE LONG ENOUGH TO MACH THE MAIN STRLVC"UJRE BEHIND ....... RIOND- 054)SP-73A M 06.)M� 20-175 ANCHORAGE SHALL BE AS MENTIONED IN FLI) AND IN &2)- -t Mi Mg. "ft till, VIALTER A pz I - *001I wig r INSTALLATION INIQ POUREID FOUM CONCRETE DETAILS FOR REGULAR PANEL CONCREIE OR CONCRETE BLOCK POURED WNWM SMUCTURES CONCRETE BLOCK ��G OR CONCRETE BLOCK COMOMM REQUIRED REQUIRED. CONCRETE ANCHORS (sa ScHEDUL SHEETS 0 0) (SEE SCHEDULE - SHEETS 2 to) COSTING, POURED CONCRETE *R Ile Ilr CONCRETE OL09,K-, FIEDUIM. 4) MAX. CONCRETE ANCHORS (SEE SCHEDULE ON 7- SHEETS 9 Nan IN ARATION a r-D. i SEPARATION ==a womma wormin r-07 1.111=11!i . I ILK FOR I*" 4 f (SIT ON %w 3) W- PANEL LENGTH (SEE ZiEikli ON i IWA. SEPARATION I "L" Mw (SEE SCHEDULE ON SHEET 3) v PANEL LENGTH PANEL LENGTH CONCRETE ANCHORS (SEE - t= vk- (.,ED ism SCHEOLU ($BE st"w" ON SHEET 3) ON SHEET 31 skEEIS 0 THROWN 14 'L GLASS A MAX- I- 5ax i OF I: We JKLIs 5 114* 0�a, MAX I E� I A$ APPLIC pawi M loam Im REQUIRED. CONCRETE ANCHMS (SEE SCHEDULE ON ....... SHEETS a *MUG" 10) 12 1/7;'M OKY WHEN SCUD 4 CALK-tN ANCHM AM USED & W/ 0 WHEN PANOMTES ALTERNATE CONCRETU POURED CONCRETE ANCHORS CONCRETE 8=9 REQUIROD. ==-./Nni ANCHORS ARE USED. REQUIRED. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS I THROUGH 10) SHEETS 9 THROUGH 10) RUIRZ= NRYNTING WALL. MQU Ho SECTION 2 SCALE 3/8-1- WALL MOU ECTMOUNT %Aff SCALE 3/8-1* jo A. to ............ . FLORI BUILDING CODE (Non n1h Velocity Hurricane Zonj ED, EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) TOP BOTTOM WOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY o.44167 IV-% STATE 0 cam MITI= ORL 24 GAGE GALVANIZED STEEL STORM PANIEL GLOBAL PROTECTION PRODUC Ts, U-C fA* ry. ohm 20-175 INSTALLATION. (014"-M7 - - WANING ft !-- 1043101 A Ar - - . its" "" I I MGM r , . ,,j�jt A I Milan 4 or Ill INST -) INTO WOQD ALLATION 12EIAU FOR REGULAR PANEL (I ALTERNATE LEG 4W (Mtn MY"a /-LOCAIM dRT am 'Mo STRUM ADEQUACY Or III== W.AM TO BE CIERTIFIED BY REGISTERED EwNEER ARCHITECT PRIOR TO INSTALLATION. ANCHORS ALTERNATE WOW ANCHI� (SEE STffULE ON ON -rs-wSC EDUU mVI&M WX 90FEN OR , �2 1/4' i WOOD ANCHORS �J. 1 (SEE swmxu ON T- , \ I SHEET I I) , min, I 1 41 TION M I -(D I U Llij� SWCH Utz 1114'1,_ ir Sow I ON 3) Mr. - MrION TO CLASS, I (SEE SCHEDULE ON SHEIET 3)---MAX, 4-1"NEO PANEL LENGTH CAR r-O MML PANEL LENGTH (SEE SCHEDULE (SEE SCHEDULE ON SH ECT 3) ON 3) It -L' OF OF "L' Mlx- 0 12 1/2- D.C. 1/2 -i f LA us, NoiC so, 6 1/4- -n'. wow DECK REQUIRED 2.4' WOOD PI,67E wow ANCHORS REQUIRED -W ANCHORS ON (SM SCHEDULE ON SCHEDULE 3/4' SHEET it) SHEET It) I-- L-2' W.- UMS AND MOUNTINg BUILD -OUT MOUNTING ALTERHOMM AW ALURNATIVE AW 5C" ow"1410$04, SCALE 3/8-1. A. Nam I' NO. 441 KDJE EM OMBINAMON Of IUMNS 7 FLORIDA BUILDING CODE (Man !hh Velocity Hu cam Zone) 1. INSTALLATION ARF ONL.Y VAUD FOR MAX. A.S.D. TOP & BOTTOM MOUNITINGS CAN BE DESIGN PRESSURE RATING Cp-wJ) AND PANEL LENGTHS ITA71 OF .2m TRIEW, tc� 24 USE GALYAWMI) STEEL STORM PANEL F.P. MINIM Ift. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHIEET 3 iNsTAUAWN. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD PRMCM LLC. MEMBERS TO BE SOL117HERN PINE No 2. W1 SPECIFIC RIECO.... MWAI- PROTECTION 4M S.W. 51 STREET DENSITY OF 0-56 OR EQUAL 'T01,00IMi, Wr, 11- �14 Mcw- 0154)M-73.L (04)w-snit 20-175 P4 SIAL/sKINOLIMAIATE -311M. WANING (D Cn CU > 0 0- CL 0 0 16- CU -0 0- (1) -0 0 Q 0 0 L- C)- C C) = 0 .0 LL 4-- 0 CU :> U) -0 0 E L- CID 0 I- 0- C/) 0- f MWI 4 z z w Mi M .= 0 C= C"4 6 3 (D .0 E. Cc 00 Z Ct 0 -:a > .0 LU c- Coll) 0 L- CL 0- -0 0 U) M cn w z SHEET NO. SH 1.3 11- OR 75X#C" Iona, OR 2'. 3'. Ally 3103 H-14 VARIES r.4, wow nwa isoo-ye'.um cm. MAIN. 1 & ftowrl) Ir AN" w" l/wo . I a/..- .4 TAPCM Ir O.C. MOM paum 1 1/4. t TAPOON I CONCRETE at= ANCHOR e 1 1­4 ORI rkVWODD FPAK r . r 4w To I= 2, 1 2". 5' 1 ' . ALUM. OR .31 SH L J_ 4154 sw REOIARED T )! - -T CAP - - - 1/4* 1 BOQ� L� , 4*,, AW I'_ Qx� o5-H . OR 401LI-11 ALLOY W/4"Our C�L Ak�. ANGLE C SE A (PLAN) CASE 0 (PLAN) CASE C (P ME D (ELAN) SCALE 1/4--l- SCALE 1/4--l- SCALE 1/4'-1* SCALE 11/4i-l- 1 soLID-SET OR cAlx-.w 011 0.00 PAMMAM 116 oART "FO ,W OR ='—I- . on f PA 1 1 AS APPLICABLE to& 11) I_Sx ;;;,47V;rM- I Enx�o fMPL PANEL VAM FIEM i SIDES OF OPDM SO OVIERLOP BEYOND 2`10' 11000 F1144WAZ T (9) 0 OPENING "OTHI comcAm CoNORM WAXIM DO 7W WOOD Ill" i_� C� ORa vmo mw PANALIJI TO I -T— v= — - VIALL WM Our END PANEL) =Fill x CASE F (PLAN) SCALE 1/4*-1* (VAUD ONLY FOR PANEL&NsTAuA-nONS AS PER ALTERNATWS 1W THRU 4W, ON SHEETS s 7) M0. A.S.0, DESIGN PRESSURE RATING (P.-f-) MAXINUM ANCHORS; SFACM FOR LO. - AS SHOWN ON SHEETS 6 Sit 7 APPLICABLE TO ALTERNAThu f & ANY OF IF" MAW" PANEL. LENGTH ("L) TAPCON LAC; SCREW PAKELMATE FEMALE ED VANEILMATE PLUS WOOD or SNN 0 r Ir Ir Ir w6m ir Ir Ir Tw wmt4 6 1 5 2W (W) 121 5 1/4 1* 0DITI) F-9, 3w (w) on LESS S. 3w (OSTW 13, ir Ir 13, ly 4W +45. -45 Olt LESS 13" ly ly 13, ly 4W 00MM70MO tr 130 ly 13' 8 1/27 w (w) 13, ly 13- 13. 9* to ; 6 1/2- 6 1/2^ 6 1/2- 6 T/Fr__7 6 1/2- (RIP) - 6 f/4- 12 1/2- 1 6 1/4- Owl*) I >S'-w TO 4 111' 4 6 t/27 6 1/2" (m) le-e 4 1/27 4 1 /2' 3W 10 Ijr 2 lIr 12, Ir Ir 13, B 1/2" SM TAME J1 FOR MXX &S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN USCO, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 CASE Q (PLAN) SCALE 1/4-0- VAUD FOR DIRECT MOUNT INSTALLATION ONLY 4t CERTIFIED PANEL. INSTALLATION AT WALLS W/ SURFACE LM VARIAMOMS WITHIN 3/4' MAX. ".D. Omm PRESSURE RATING. (W-) JAMMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 4 7 APPLICABLE TO CUZ OF TWM PANEL LENGTH K) TAPOON LAO SCREW PANEUAXTE FEMALE IG PM41AWE PLUS WOW BUSHIENG I r I r 13, Is, ly IW Ir Ir 13" ly W IW (BURCRA) 6 1/2' 5 1/2* a lIr 6 1/2- 2W (top) - - 6 1/4 12 1/2- 6 1pr 2W r 7 1/2* Ir 3w 0" OR LESS 7 lIr a* - PIT") 13, 13, 13, ly 13" 4w CEOPI >+45, -45 TO +75, -75 Ir is, 13" ir 15" MY (BOTTOW) law Ir ly Ir 10, Ill (mp) 13* Ir 13" Ir 6 Ile III Isomom) a 1/2* a 1/2. 5 1/2' 6 1/2* 6 1/2- 2W (TOP) - - 0 1/4' 12 T/2- a I/*- 2w 001T.1 TO 4 1. — 7 1/2- - X (w) r-$- Ili 5 i/;r --LI/2* Ir 8, - 3w MorlDso iy S, 5 1/2- 411 ?ia;)— Ir ;1 1 r IV 4W wffm) SM T/aZ #1 FOR MAX. A.&D, MIGN LOVS PANEL LOCTHS INHEN SPAM Is USED, OORR1-_~NG O&Y TO &TOMTE 2W ON SHEET IS TABLE J1 A A.S.D. OEM I= MAXIMILN PANEL LENGTH 40 PSF OR LESS S`-Jll' > 40 PSF M 50 PSF 6'-2- > 50 PSF TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLA71ONS W/ PANEL MATE _FPAALE ID OR PANEL MATE PLUS ANCHORS & W/ ?2pJAItQ D.C. �111 T IIIIINNO-401402wo mom ,14* PANEL LENGTH Im ELEVATION G, 94M 12) 1�2 SEE SHEETS 15 k It MR ANCHM TM SKAONO FOR led"Aux"Oks INTO WOOD FR" BuLawas. MONKIM AACHOR SPAONQS AND MWINIA E= DWAIRm AK 0100010) ON THIS SCIOULL FOR ED. LESS THM OM70 ON WIEVILU RAX= ANDM SPACING BY MWKYM SPAGNO SHM ON SONEOM BY THE FOLLOWING qzmm Folt INS, OPMTON m BE PosoKL xmm spww oovoa dsma wm SHALL NOT BE I= THMI MONAM SPACHO M070 Pat EACH ANCROR TYPE ot# Im 5ORMLIC 1/4'. 1/4". AMMOR WR up= PINE; w"" Am*m ACIML WE OMM 9W I ler I 3 IZ I A WAU MONTINGS 114 smE 310-1. 12) (VALJD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 5) MAYL ks.O. PRESSM RATING (P.jj UAMW ANCHORS WADING Fm Mw LD, PER SO4MLIE BELOW -=I To I (w MwwM Pma wmw IV 00 MAX x"A DESIGN mz%m "nNo ("J.) MAU" ANCHORS SPACING MR MN ED, PER SCHEDULE smj3W (N. TAPOON $01,10-SET PPPMN FIW 1 10 PAIMTE ZWAr­NA1* CALK-IM TN= I mm-m FEMME 0 PLUS ZAw_wLw CAUK_4N to —3w-3w=m3W To To TO to To 3k To ONKWN THEM To ememm to mloolmN To OFTMEM +45� -45 OR LESS ly Ir ly 13, Ir —a Ir ly Ir is, I Clap) 61-V OR LESS +43. -45 To +55.-45 Ir ty Ir Ir Ir 13' Ir Ir ly Ir Ir 11 1/2 1 (w) w--r OR UESS I Ir Ir Ir Ir Ir Ir 13, Ir 13, is, 13, 1 (BOTTOM) Ir ir 13, Ir Ir Ir 13, 13, Ir Ir Ir it t I (BOTTOM) Ir Ir ty Ir 13" ly Ir Ir Ir Ir ir Ir 2 (w) Is* Ir 13" 13' Ir 13, ly Ir Ir Ir Ir 11 1/2 2 CTOP) ir 13, Ir 13, Ir 13' Ir 13' 13" Ir Ir Ir 2 (Damm) 13* Ir Ir 13" Ir Ir Ir Ir ly IX Ir 11 1/2 2 (BOTTOM) Ir Ir Ir ir Ir Ir 13, 13' Ir Ir Ir 3 (top) ly 13, Ir Ir IV 13' 13, 13' 13' 13, ly 11 1/2 3 CW) 112 I/r 12 1/2- 6 1111" It Ile 12 llr 12 1/21 - 6 1/4* 6 1/4* 3 (901104) 02 0"12 llr 6 1/4* 6 Ile 12 1/2" 12 1/2' - 6 Ile a I/v 3 (satifto, r r ir Ir r r a, r w a" III 7 1/2" 4 (TOP) 6 w, 8, r IV 6 1/2* r 7 lIr C r w S. 4 (Tam - ("Mao Ir w - I ir - .4 (mw. Tr 3; IF IF tr 13' ir ir 13" 13* y Ir 5 (TOP) ly T_W__ ir Ir 13" Ir 13 13 it I/rib (TOP) tr ir ir Ir i3v_ -Tr- Ir Ir iY Ir Ir 91 (BOTTOM) ly is" ly ir iy 13, is, is, Ir ;r Ir IA ly ly Ir Ir Ir Ir Ir 13, is' 13, Ir 13, a Cron tr 13, Ir Ir Ir Ir Ir 13' Ir Ir 13, 1 1 12TS 0 f/41 6 1/4' $1/4- 8 1/4' 6 1/4- a Ile 8 (am-) a I/e a I/r a 1/4. 6 I/r 0 1/4' 6 1/4-15 (ow.") Ir V Ir 10 1/2' 13' Ir 7r_ 7'1—/2 =1/2 13' 4 112"ll CrOP) ),V-W To Ir 4r Ir Ir 13' a llr Ir '7 —1/2' 2 1/2" 5 1/2" Ir 5 1/2* 1 (top) TO Ir 7' Ir Ir ly 1 10 1/2 1 Ir 9 1/2 10 1/2 7 1/2 13' S" 1 (BOTTOM) 13' 7 I1r 13' 13' ly __F_ 10' Ir 10' It' Ir ir s s1r I (somm) lr 5 10 1/2 13 Ir 7" 7 1/2 5 1/2 iy 4 1/2' 2 (TOP) Ir 1. Ir Ir 13 T_ IJ2' — 13 9 1/2- 9 I/r 6 1/2- Ir 5 lIr 2 (w) iy 1. ly 13, ly a 1/2 ir 2112 10 1/2 7 1/2 Ir 8 t1r 2 (BOTION) ly 7 j1r IY ly Ir 10` ly to- It- W IY ir r ly Ir Ir 1, 112 jr 9 1/2 10 1/2 7 1/2 Ir 6 llr 3 CW) Ir 7 1/2- 1 Ir Ir 10* 13" 10' it' 1. 13, (WI 1/4' 6 Ile 12 112" 5 Ile - - a 1/4* 5 4- F-M—MTOM) - - 2 1 -I! ! 1/4 - 6 Ile �� 12 - I —le JCI We 7' 31 r 5 llr 7- 7 WI — Ir 4- Wl _r 4 (TOP) r W _!�� V r 4' S' 4 4 llr -3 llr 6 I1r 4 OW) a- S, 4 rMW 5 lIrl 7 1/2- 4 (WITOM) — 7' Ir 13 Ir 91/2 Ir 01/2 10 llr 7 1 Ir Ir w 5 (UP) 137 3 Ilr E212' 13, 13 Ty Ir 10` ly le it, Ar 13 ir t 1/2- 10 I1r I 'Ir Ir —1/2- 5 (BOTW ly e 11r Ir 1Y Ir I Ir to' 11 Ir 3. 1 Ir LTO len Ir I r Ir - r T1_/2' , 511- 1 13 - 7W'-,/-r a (TOP) Ir r Ir 13, Ir a /2" ly IS ilr - - 16 1��LS 1/4"16 I/rI6 1/+'I . - ­_ T_171V a Wort.-) It 6 1/4' 8 lk�_6 16 114� 16 1/4'16 s1z NEXT I I FOR ANDINK TIK * VACM FOR 4HISIALLAM4 Win WOW nAMIE INIUMM * MIMMIN ANMIOA VAO4Q$ AM WARIM EIM VSIMOE ARE MOM ON IRS WHOOME FOR EM LESS TiM 01MCATIED ON SDMAX REMICE ANC*W SRAM BY #AX?ftVft SPACING SiM M SM%U BY TK FW404 FAVADIM4 FOR TM OPMATION to WE POSSUL REDCOU) SPAC" Off[AW UNK FACIOR IIIALL NOF BE LESS THAN LAWN MY410 INDIMID MR EACH N40M rM ON not SCHEDML Ile. 1/4. 11-C. 1,141. 1/4'. 1/101. ANCM M ww Xxv RM WM" ANDW WAGING 3 3 31 3 2 lIr 21/2 mwamL"mw 3— 3,x 3 I/o 3 lIr AcRK mm wpm (FA) LAM SPACINGS ONLY VXM WHEN SPACERe:jEE) SEE WE &0 MAY. AS.O DEM LOADS & MAX PANEL LL%-M SFACER S U DESKIN I" MAJXVLIM PANEL LENGTH 40 PSF OR LESS 61-W > 40 PSF TO 50 PSF V-2' I > 50 PSF TO 50 PSF W-10" A MAX. PANEL L04THS ARE ON / A VAUG FOR INSTALLATIONS W/ SOLID SET ANCHORS W/ SPACER AT 12 1/2' C.C� ANCHORS (SEE SECTIONS & ALTE"TM ON SHEETS 13� 14, 15 &1 R-IA/13, R­2A/14 R-3A/K R-29/M R-30/14. y 3 MA`* D. M. *R-IAW/15, R-2AW/15, R-3AW/16. R-IBW/15. R-29W/15. R­311W/16. 0 0 0 0 �01 I ma Ile LAW. a 1 t � R. Eau 1 1 i LA I Sf*W PAN 1, 1 1 *� 1/4-*-2Dxl- S.S. BOLTS ,�p (USt FOR PANEL LEONCGTH OVER 7 -6 __ -_ 1 ---- I _J� ;A�STORM PAN I REGULAR STORM I AMEL ------- . i 1 1 i._7 - - ----- 1/4 '10-200- 47- S.S. BOLTS AT EA, OVEF L -_ I- REG" STORM PANEL Maw PANEL A/13. R-.WI4. R-10/13. R-29/1& A-WK -2AW/15. 11-30/10. L01-iIII-ION/lIS, R-20W/15. R-30N/10. (SEE SWROW At ALTDOWIMS ON SHEETS 11 14, It UEE SAFETY SMRM PANEL ELEYAIIQN (t) 2.687' SCALE 1/4-.1- v-0 LIFE SAFiTY PANEL EXTERIOR pm REG" STORM PANEL W-ff' 0 +1AOi -40.0 PAX (W/ mmnw me PlAm LEmm WLT) 0 4,510. -44 0 PA I (W/O OVERLAP MW PAM LWM-'SOM USE 21-B, MIN. PANEL LENGTH AT ALL MOUNTINGS t INSTALLATIONS ONLY VAUD FOR WIND SPEW UP TO 170 mp.h. sop Mo. 24 GAGE GALVANM MM =0 PAMEL WMIN of. Ilse. GLOBAL PROTECTION PRODUCTS, Lim, low &w. 5' svw WML I. All (m)8ft-7s4& m (11"3682,41m INSTAUATION DETAILS EQR UFE SAEETY PANEL INTO WDQD STRUCTURES i.Z.11T —.11 X, R 0 V O.C, _g* TA;j �C. TNKW =R a #I O.e. MAX. 1/4' 1/2* 1/4- /2* E, io o 1 1,01 FA AI c,"V IL Doan _4_ QLAn v 6x. _L� 1w. W. ug ANS, LENGTH "0 PAND. LENGTH 11 1 PANEL LENGTH (SEE: ELZ69M It ON SHEE1` 12) 0 PANEL LENGTH (SM E"TION (SM EL&ATM ON SHEET 12) A (SEE ELEMWN ON SHEET 12) I t ON 12) IS t I min W. 11­-�--SEPAMM 1 0 on TO CLAS& A I* i GLASS, I /-I 1 If—savi"Ar",­ q t A TO CLAM. Z, V Z I 7— _j _,v LT P i 1 D.C. S06000WO W/ STUD 4'0 TAPOOR ANCHOR 0 9' O.C. STAcatm w/ STUD REQUIRED 2`1x4* WOOD -KATE REQUIRM REOUIRED AIV AMP R-2 VVELMAR 0 PAN' 0 ILI OW"A Has "m W/O EL 0 .4 iRLTRIIENGUMLAR &W WIEM EMEL His WAL�� FLORIDA BUILDING CODE (Non HIgh Velocity Hui carni Zone)l "m Wata, 1401 .44167 24 GAGE GALVANIZED STEEL STORM PANEL ma w. I. INSTALLATION ARE ONLY VAUD FOR &S.D. DESIGN PRESSURE RATINGS (P^0 AND PANEL UN67HS AS PER ELEVATION ON SHEET IL % GLOBAL PROTECTIO sl% STATE 0 ILIECOomc. N PRODUCTS, U.C. am- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUn4ERN PINE No 2, W/ SPECIFIC MOO &w. $1 sow ILIJT a WAW� fL 33314 �%, % Alow m�rl= . n 20-175 DENSITY OF M55 OR EOUAL P"am OtIH)"N_75W -ITI= to I IN., (254)nl� amm N. 44 U �T --- MIN, start is or it (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) DESIGN PRESSURE RATING (P...I) M"LIM ANICHORS SPACING FOR MIN ER PER WHEOUIX BELOW LENM (ft.) DESIGN PRESSURE RAIIINS (P-f) MA)AELIM ANCHORSSPACINQ FOR MIN LD PER SCHEDULE m4ww EL LENGTH (ft.) 1APCON SDUIO-W P ZAMAC-NAIJUN CALX_4M TOWN I SOJO-SET PANELVATE FEMALE ID _m" CALK -IN It a ANT OF THEM 3k To CoMmIDE To TO ,a �k-3k To TO OF THILM To mmm ca, To 'A' 10 comal0l: cer TO w&,"V to >.S5, -46 TO +n -75 Tr it, 13, 13, Ir 13, Ir "r Ir 12* ir to, I crom V-d" OR LESS 1 +M -75 .1 TO to-Intot Ir r Ir 10 112" Ir 6 a i/2' 7 1/2' 6 llr Ir 4 i/2' I (TOP) 51-41" OR Ir it, Ir 13, Ir Ir Ir Ir 13r Ir ly IV .:04 I (iTn� Ir 6 lIr Ir Ir Ir sr ir 9, to* 7 yr ir r - I Fool -row) ly 11' Ir 73' 13, 13' 13" ly Ir Ir ly lo' 2 2 CTOP) S" jr 10 1/2' IY 6 I1r Ir 6 t/2' 7 1/2* 5 llr Ir 4 1/2* 2 (W) Ir it' ir ". Ir Ir Is, Ir Ir 12, Ir lar TON 2 (ammm) r Ir Ir Ir 9 1/2' IY 9 llr In ilr 7 llr 13' 6 1 /f 2 (Samm) 73' it* ir Ir is" 1�y Ir Ir Ir ir 13' to, 13 (TOP) Ir r Ir 13" 13' 0 1/2' IY 9 1/2' 10 1/2"7 I1r ly e 3 (w) - - t2 1/2' 12 I1r 9 1^' 6 1/0112 IA"12 IOr - 61/4- 6 Ilels (evilrom) - : - f2 1/2-12 1/216 1/4' 6 1/4-12 I/r 6 1/4" 6 IAV 6 IIV 3 (BOTTOM) Ir 51 r r 1. S' W 0 t/2' _r r jr 4 1/2" 4 (TOP) 7' r W 5 1/2' Ir 3 Ile B* 4- 4 1/2' y 01/2- 2 11C 4 W) S" - 1. - 8" or a, I - a. 4 (BOTTON) a, It" s I/el - 7' Ir Ili Ir ly ly 37 Ir Ir Ir 12" Ir to, 5 13, 0 liT Ir ly ir Ir 13" 9, 1 to* 7 tir I S, 5 CROP) Ir Ir Ir Ir Ir Ir 13, ir IV to" 5 Mariam) 13r 7' Ir ir sr s lIr jr 9 1/2'110 1/217 I1r 13" 6 - 5 mrm) Ir III IS* 13, Ir 13" Ir Ir Ir Ir Ir to, 6 (TOP) Ir y Ir to i Ir It 11r jy 6 1/2* 7 I/r IS I1r 13' 4 1/2- 6 CrOP) - - 6 1/4" a Ile 1 1/4' 1 1/1 6 Ile 6 1/4* 6 0 1/4' 6 1/4' 6 l/1V 6 Ile 61/1' 6 1/1' 6 1/4" 6 1/4*.S (901T.-) 15' 7 1/2* ly Ir Ir le Ir IF w — Ir I 7 1/2- 1 CTOP) . >V-r TO Ir r Ir — to 1/2' Ir — 6 I/V — Ir 61/2 - 7 I1r 5 1/27 1 Y 4 1/2* 1 (TOP) To _5" 17 I/V 13, 13, Ir 110 1/2' IY 101/2111 1/2' d' lr 1 7' 1 (BOTTOM) Ir 6 11r. IS' ly IS' '. Ir V 10, 7 1/2" Ir e I morrom) _13" 13" 17 11r Ir Ir is, I Icr- ly ior I it' a' iy 5 'Ir 2 (TOP) Ir 13 10 llr 13 6 llr ly 6 1/2 - 7 1 5 1 1 y 4.1 7 is, 17 t1r Ir ir Ir to 1/2* 13* 10 I/rll lIr st, 1 ly 'r 2 (BOTTOM) Ir ___V 7, 1 tr 1 13, ir S tie In 9 1/2 1.1�T 7 I1r r 6 llr 2 (BOTTOM) Ir 7 lIr Ir 13, ir to 1/21 ir 'IV 11 llr r I IV 3 CTOP) Ir r ly Ir Ir a I Ir Ir a 1/2- 10 1/2- 7 llr Ir 3 mm 121/2' 2 I/V 41 1/4' 6 Ile _10 12 I1r 6 1/4- - 6 114* _.r_ 6 1/4r 3 (BOTIOM) 7 - !2 I1rj2 I/V 6_1/4" 0 I1V h2 llr 6 t/47 - _27IFr or 7 I/r e r 4 i1r: —5. 3 7- r 4 7' r r 5 1/2- 7- 3 1/2' W .4 1/2* or 0 lIr T-pq- o, - 4 MOTION) e 1/2* - w - 1/2* 4 (Balmom) Ir 7 1/2' IY 13, ly 10 1/2* Ir 10 'a r 13' r 5 W) ly 6 I1r Ir Ir 13' Ir st, Or 5 (TOF) 13, 7 I/r . ly Ir to 1/2' ir to VV -!!T it 1/2' a- Ir r 1. k­_)i Ir r Ir t3l Ir I lIr Ir 9 I/n2 0 t/2"17 !�T !* 1 ily r 14 5 Isamu) -1y 7 1/2-1 ir ir I 04 I 3' 101/2,11 1jr a. Ir r is (Top) 13' - 1. ly 13, e 'Ir 13, 0 1/2' 7 llr IS 1/1 11r 4 (Tw) 16 111CIS 1/4'15 13/4;IL / 1 0 l/rIs Im Kz :._-,7/,N a (Balt-) SM SHEET I I FOR ANCHO" TYPE & SKWIMO FOR VOTAIIAMORS NO WOOD NAME &Abft& WMAN &WNW VAOM AM WN" VOWE DISMOF ARE MCM ON M WHIVAL FIN I: a LVIS THANI mm" SPAO" BY MULTOVYHO SPA046 ON j1WhC=L0MW5CHIPAV"MVVnWW Ann mfolaw to w possiKE Immucat vAcm smiEbm to M OBTAIMM OEM FACTOR SIALL MIT BE LESS IHMI MIMOAN 9V&M SOW= IN FAM Allm" TM IRS 1KNOME 1/4'. 1/4'. 1 1/4'. 1 1,66". 1 1/4. 1/4' MOM" TAW wwomii ma it me _m UPON" ANCHOR SPAOM /r I IA -- 00 mommom 1 m mumaim.04 t�!!m SACK AGRAI, OW DWINZ �FO IN JO IS USED. SEE 11 FOR MAX. A.S.D. WE WHEN SPACER IS USED. 3-1 2w al A AS.D. DESIGN IMP MOMM PANEL LENGTH 40 PSF 09 LESS S,-r > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF V-10" A MAIL PANEL LENGTHS ARE C?&�Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. z i, 10 111! F3 t 161 Z 0 113 k E I I I; V; to] A A I A 4 W-0 1: 4 fo a; V z 14 GO: SHEETS to to FOR m000% MOM Tm TYPE & SPYICINQ FOR INSTALLATIONS WO AND MOO" MININNIA #0001 VACM 0.) 3 EWE DISTANCE AK 04WAM 0 IM smimum Fm r D. U3S TAM "Ma""a om SCHEEXLE RED= ANct" SPACING Acom =won m" BY SCHOXXX BY THE FOLIVAW FACIOW IN THIS OPOLVION TO IM POSSIBLE, om REDIVOED SPACING 01RANED Loa FACM SVJ.L NOT BE LOS THIN tw "I MU" SPACOW 0101CA10 MR EAcH ANOM INK ON THIS SCHURILL Ila o LIL'i mm VION 12) INSTALLADON DETAILS FOR UEE SAEEa PLANEL 01 ISTO WOOD SIBUCTURES O.C. D.C. 2 A 1/2' 1/4* /2' Ulm V� .4 V. It GLASS If PA%TL LENGTH PANEL 'LENITH (SM V"TION (SEE ELOATION ON SHEET 12) If ON SHEET 12) rO GLASS, ON — CLAW. EQ. L Wm_ 2-x4- WGQq PLATE REQUIRE0 REOUIRW PLUS _1/4-# PANELMAIZ PLUS A 0 12 llr D.C. ANCHOR 0 12 1/:r 0.0, N g" f =REGUW AM PANEL woubmas SCSI 3/8-1- 1p. E It 44167 FLORIDA BUILDING CODE �Nom High Voloofty Hu c a Zone)f 24 GAGE GALVANIZED SM STORM PAN! STATE ()F -'40�R- of. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL "-z 4 IILIECO.msc!� GLOBAL PROTECTION PRODUCTS, LLC. LENGTHS AS PER M"ATION ON SHEET 12. 48M SA, 01 X"W 2. FOR NEW WOOD, FRAME CONSTRUCTION: WOOD NAIi. 00MIL P_ 33314 infil"mok" 10"WiL m- q$—M* M04SERS 70 BE SOUTHERN PINE No 2� W/ SPECIFIC "4)m-yow w4)uR-m7 DENSITY OF 0.55 OR EQUAL Ok-ma" -.1 — I VMNM N. wAL/mm"Ave/oKm . I P4 i I _= - . I I am to Of to' - - - - - - - P4 f (D C__ U) _0 —Cu > C:) a) 0 =3 a) (3) CL CL C: 0 2 0)b CU -q.- -0 W -.- a- Cn . a) -= =:3 0 -Co —0 U) —0 0 a) co = 0 0 .— LL 4— 0 m > n U) a) U) E ZO a) CU 0 Co 0 w C14 Cn (1) s__ > J_ CL C: 1; - li- tz C: CL -0 Q� E c 0) 0 0 a 0 zz m 0 Uj4- LLJ < S.- 0- U) ca m 'I. o.jl 1.) q I .,:a INk"A SHEET NO. SH 1.4� rL *FEZZ I W/1 a ANCHORS I,- SECTION EZi & ALTERNAYNT EZIW ON BMW -3 Max. mt. FT(sm Man: 2) -0.4 1/2, 2) Is`# ALUMINUM ANCT LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Or PROVIDED OLE TO FACILITATE INSTALLATION IF INTENDED To BE � E= INSIDE OF STRUCTURE. NSTeM I 1111111IN111111 IN I AT PER I P (M.) S(ix OF 'e MAX. I I(END PANEL) I SEE NOTES 2 4 jl*41�OR R FANEL) 1 NOTES 2. 3, 4 ,f, IYEICAL ELEYAIIQN EOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTER SCALE: 3/32'=l" 1/4' Max GAP E-2 HANG STORM PANEL SYSTE 'IS Wi M&L TRACKS TOP . 0011061. (2). END PANELS BE CONNECTED TO BOTTOM TRACK OTHERWISE A W XTEHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4'0-20.3/4" U.S. W/ 7/8"*x3/32" WING NUT OR L =43/04; Min. THUMBSCREW KID TAPPED BOTTOM TRACK. N FAST04MS MAY BE AT EITHER OF TWO EXTERIOR FLAT RANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.e. A STOP BAR IS ONLY USED AT AT LEAST IWO PANELS SHALL RE CONNECTED TO BOTTOM ZR USING SPECS INDICATED ON NOTE a&t_ IN SUCH E CONNECTION OF PANELS TO BOTTOM y OCCUR W� PANEL LOCATION. t INSTALLATIONS MY VALID FOR WIND SPEED UP TO 170 m.p.h. I ENGINEERING ENGINEERING Page2of2 All American Shutters and Gass - 24ga Galvanized Steel Stom Panels ENGINEERING EXPRESS(& PRODUCT EVALUATION REPORT No 33% Increase In allowable strass has been used In the design of this product. Separetion from glazing is not required for Installation outside Of wind zone 4 and essential facilities. September 15,2020 IMPaCt Resistance. Application Number. 1178501 - R2 EX Project Number. 20-31SO Large Impact Resistance has been demonstrated as evidenced In previously listed test ravorl(a), and Is accounted for in the engineering design of this product. Product Manufacturer Ali American Shuttsm and Glass Manufacturer Address: 1640 Dorine Road WInd Load ResisbInce West Point Beach, Fl. 33409 This product has been designed In resist wind loads, as Indicated In the spun schedulai(s) on the respective Product Evaluation Document (i.e. engineering drawing). Product Name & Descilption: 24go Galvanized Steel Storm Panels LOW Misalle Impact Resistant Installation This product shall be Installed in Strict compliance with Its respective Product Evaluation Document Ile. engineering drawing), along with all components noted Quirein, Scope of Evaluation: Product components shall be ofthe miderial specified In that producVs respective Product Evaluation This Product Evaluafion Report is being Issued in accordance with fire requirements of ft Florida Document Q.a. engineering drawring). Depamnard of Business and Professional Reg uldon (Florkla Building Commisslon) Rule Chapter SIG2D-3.005, FAC., foirstatewidescorplance per Method 1(d). The product noted above has been Limitations & Condhions of Use. tested and/or evaluated as summarized herein to show compliance with the Florida Bullifing Code Seventh Edition (2020) and Is. for the purpose intended, at least equivalent to that required by the Code� Use of it& product shall be In SM accordance with the respective Product Evaltuation Document O.s. Re-evaluation of We product shall be required following pertinent Florida Building Code triodificattons or engineering drawing) as noted hereirt. revisions. At supporting host structures shieft be designed to resist all superimposed IDEAS and shall be of a material Mod In fib produes respecilivIianchor schedule, Host Structure conditions which are not accounted for Substantiating Des: In this products respective anchor schedule shelf be designed to on a site-spedlic beets by a registered professional engineer. PRODUCT EVALUAMM DOCUMENTS All components which are permanently Installed shall be protected against corrosion, contamination, and FX drawing #20-31643 OW249a Galvanized Steel Storm Panels (HVHZ & NorHHWP*. sheets 1-5. ~ such damage at all times. prepared by Engineering Express, signed & -led by Frank Bennardo, P.E. Is an Integral pad of this This product has been designed for use within and outrilde the High Vetoofty Hurricane Zone (HVHZ). Eveluallon Report, . TEST REPORTS Respeeffully, Uniform fraft structural performance has been tested In accordexice with TAB 202 test standards per fast reportle) #ST-ASG-1 7-001 by 811fackwater Testing, Inc, Large missile Impact resistance and Welic, loading performance has been Tested in acoordanoo, with TAB 201 and TAB 203 test standards pertaist report(s)#BT-ASC-17-001 by SlackwaterTeraling, Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural anghwering calculations have been prepared which evaluate the product based on comparative and/or rational analyrsis to quality the faflowing design Dwane: 1. Maximum Allow" Spans .......... 2, Minimum Allowable Spans Frank Bermardo, PE 3, Minimum Glen Separation ENaINFERING EWREsO 4. Anchor Spacing #PE0046549 � Cert. Auth. 9985 160 SW 121- AveNue SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354-0660 1 (866) 396-9999 (9S4) 354-0660 1 (866) 396-9999 TEAR@ ENGINE ERINGEXPRESS.COM TEAM@ENOINEERimaExpRess.com ENal N r ERINGExIlRess�com ENGINEERING]EXPRESS,CD14 t!-Y 7 L �R, �.T a M LA 4 _T ID 4LT=?J#AT= BU I NDMUTIR' W-IPW c�MooR MouNr EfEam UJ UW1 11,, LI­ U INZ_, E r ITL_ K MAY LU gini�G _A_ U00:1 _7 N, rs; V \0 0ii liM.,__'31 X,4 W, p_nL L _T 20-31543 CLOSUM D_`TAIL MMKMPT". WELL., A. _EE. 02 IMALLABON DETAILS EQR SERIES 2000 E-Z HANG STORM PA ELE (1) INIQ EQUEED CONCIREIE. CONCRETE SWO AND MOD STRUMIRES gSTM:O LIFIED IJ4-0 TAFCON Go. B'DICH mom 0 tr 0Lc_ FIVEOUSIM. Illrit TAPOON 14.1* Ma HEAD TER 14%1* M HEAD TEK =I. ANCHOR 0 12. ok­� CKV V 4' FROM 06e FROM EDGE OF 1/4 Art I* Min, 1/2 �11 if 70 GLASS. SEPA1,0171014- =M POP -Z;.a IN POP TO GLASS, Z awt fivir -(D ILAX. MAK. 906 PANEL LENOTH S& SOLIS PANEL LENGTH --(DWe. TO OLAS& OF,%" &U`M0= or v 04 7 _y4*0 TAPCON ANCHOR 114-0 TAKW 2 WOOD ANCHOR 0 12*'o.r POURED OR REDURED CONCRETE BLOCK REOUM. WALL MOUNTING WALL WOUNTIM SECTION EZI AMNATM E21W SCALE 3/8=1" SCALE 3/8-1- EN FLOW BUILDifir, CODE (Mon High Velocity Wr can* ZOmI NOTES: MIN. PANEL LENGTH -amitnmm rp. 24 GAM GALVAN9ED STEEL STM PANEL INVAIN ft. 1. INSTALIATION ARE ONLY VAUD FOR MAX. A.S.D. DES" SHALL BE 2'-6" PRESSURE RATING +/- 40.0 psJ. AND W-O" MAX �A- PANEL LENGTH. STATE 0 111. EC0.111C. GLOUL PROTEC7MN PRWUM, six FRAME WOOD 4M ILE. M STNEEY 2. FOR NEW WOOD CONSTRUCTION: ONAE- P. 3331 20- MEMBERS TO BE SOUTHERN PRE No 2. W/ SPECIFIC "4 175 DENSITY OF 0.55 OR EQUAL UP.Vfiw - INA is of is MAXIMUM ALLOWABLE ALL AMERICAN SHUTFERS AND GLAS S 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ) DESIGN PRESSURES: DESIGN NOTES.: I SCHEDULES WIDTH UNLIMITED 'OSMVEWAINDNU'135AT"V'�TDESS"HN' 0 ES T), RED rORUSe TMrIj 5 3 EM ALMUERrZRMC1ANZ LATE (PERA TO PIANEIL $PAN) .3EPfATE,(!W -1,.,1I-0-ANCE_TI11HE 'I. U RII,1. AS N.3 4 IA.1W&FW�1;-j TOP MOUNT (CONN- TYPE AS R�Q'D) TYR, DETrM'ND' "I IN.1 Ll'r%'T" 1,609 OF THE FL . &I'S I; 'LB = THAN SecrEOHS 0 PTIONAL 4`20 STITCH E OR ITI, PQ%TOTHET,,�JIVE,111 NE"TIVI DESIGN .5 CAR.0 0 LISTEDHERENFORA14Y WASH RED ASSEMBLY AS SHOWN, 8 "'�_BOLTS,WITM WINGNUTS FASTENED 0 OVERLAFS C MTCBPAN (USE APPROPRIATE BRAN TABLE) GEN ERAL. NOTES: E FABRICATED PLAN \nEw V ME HVH7, PER _INVESTIGAT ACH KAY QWRE R0,156" 4 USEDIN THE T BE a IMEGIN � UC BOTTOM MOUNT �CONNTYPEAS- REQ'D) 1 1 0.375" AY BE AT I MAY "' AT S. BOTTOM T, TYPICAL VERTICAL MOUNT ELEVATION �D] ORDI! TO DeM41,Tf! FRO 10 N SMIUD HEREIN. CONTACTTRISENSINEE DFEDFRLEA=MOPIIS�TEORSPAPNANCSALet:dUNLTATIONSAP MAY Se REqUIRED. R MR SEER Con DETIOES R" FROWDE LUM �E SYSTEM "TAILUUMB"' IS "Eft EE AND MNS 6EPRRENT PROI 'NATI I PE Ft THE CONDIMUMEID MEMIN. ALICENSS50 EWINII5ftQRXEMTBRED ARC SPECIFIC DOCUMENTS FOR USE of Co P" �IIEIN ARE aASED ON MAXIMUM TESTED A� r,,AP,9-'r FACTOR, 1!9��PVSJI Mal"Or"D �MMGN d OBSTRUCTION) PANELS MAY HE NOTCH ED PIS RED. �OPRTTON Ly�',N)STITCH PROVIDED THAT CONINECTI.NS.N. BOLTS WITH WASH�REQ ANCHck,SAR5 USED WHICH SATS 111VI'l.6, TS,11_',1.rNE NU -D 0 SPANSAaDVE & BELOW OBSTRI IC AN COVE -_ $PAN TABLE) VERTICAL MOUNT ELEVATION /-2'\ (NOTCHED PANELS) \�v N.r.6, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS fHVHZ WIND ZONE 4 &ESSEN TIAL FACILITIM MAXIMUM DEUGN PRESSURE ALLOWABLE SPANIL-) INSTALLATICHISLESS INSTALLATIONSCIRFATER TH41,13WAROVEdRADE THAN 30'ABOW GRADE ne.0 in 6.061 - ----- I- 50.ilft 06 in 21610 mo in 646 in 0 �Gfn Dii. 23S In 8" in 6.09 1. 2.53 In /-65 59.111 In 6-111. 2.72 In / 175A In 6,121. I-- �7O 2 at n __Lso Sag 10 2SOIn VISIT ECALWT31IM3 roserm I FJ' T,__ ro,= MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANEL5) . . . . . . . . . . . 3 - - - - - - - - - - - - g ES I g S Lft LIJ JE1 ==ArTOP0RSDTr0" 2. - SEPARATION MON CLASS is REQUIRED "31, ME, tMor, IS W�TIS, � 'ROT Nonx, PON "==9S WSWM~ MMINME IN TMEE AJIM. W"ENE SIDE 0-MIRES Aft NOT VNEI)MEM REQUIRES) SEPAXATIM MEN GLASSSMALL. SEPER DETAIL� 4. TAOLE APPLIES TO 220 . ....... 0 FASTENERS 0 12 5- ON 6.25'rIC. 2t S. PANELS I- SPAN W MINIMUM L51mG � III oF YNI, ornomAi. TOP OR sorrom PEA. OieNING (MEN MAIL '14% USING ANY MOLINTINS CONDITION SHEYNN IN THESE DRAWNtiM Mel Ab=. uLt I A100101 if zg, < � -.1-- - ­­ - A Z�T-i�F,TN� - AJoSE$; (INCLUDING BUILD 61" CONDITIONS). 3. LUREAR INTERPOLATION BETWEEN LOMS ACCEPTABLE, OTHERWISE USE SECT HIGHER LOAD 1 0 P­ GLASS SEPARATION NOTES: 1, ENTER SPAN SCHEDULE WITH POSITIVE OMGN LOAD TO DETERMINE MINIMUM ALLOWASLE SEPARATION FROM lIe OPENING TO BE PROTECTED- 2. SCHEDULE IS REQUIRED FOR USE WIN POSITIVE LOADS ONLY� INTERPOLATION BETWIEEN LOADS IS ACCEPTABLE, OTHERWISE USE AW HIGHER LOAD. 3. MR INSTALLATIONS OUTSIDE OF THeHV"Z AND OUTSIDE OF ESSIENTIAL FACIRMES IN AST" WU`1DrZONBS I THROWN 3, THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTIECTIED OPENING IS REQUIRED. 0 L NAL INTERIOR FASTENING DETAIL M =AL EGRESS PANEL DETAIL FASTEMNG ,MK Ey, 1-2.250' 0 094' -2.250" 172 -0,094] L T_ 16 GA Z TYP T 4" TYP. 2 1.094" C62-- J - _j 1.930" .375 'T0171is I , S�z -1.4-960, -1.4-960, � 2., no, 2.000" TYP, Z ?I. em"=2UT 'U" MEADMR IDAZP� M­_ 3.380' X -1.51-011156011111 L.560- sic, 0%�57� 01.376" .19 oa,90 0 _12.500PANELCOVERAG 6.179' So, -14 e75" PANEL LENG71- b A1'IE 11S. ..3Dy. 90" ac� TYR P. 9LALD-MT T TRACK E, "I'll 6,9s7l 4=n ww­ 0.19G DERI LE APIA.CK f"TFROEDI OVERLAP 25" MAX. 4" MAX. A COWIM CLOSUIAE DETAIL .2,- MAX MAX, _T1 LU In, �Nl MPIN, DESTAN RWI 11 BUILD�OUT E, LOUD" EMBED LOOD" -70VEFLAp MAX. 25'MAX_ M - 1,50o' MIN'. WRNER CLOSURE DETAIL ED D ANCHOR SPACING SCHEDULE: Ile, 1-1 33 EC'YA r 1Z Iwo anlmfflffirm� N N 0"Im. 11", . t 791, 0 314" MGE DISTANCE I Q �. -. -. I 11T, X2, wrim �3 'A' 4t 48 - 7Z 12"T, 16 Y. ISO. M 1�.511 t50- ME.. aw 1�! .� ,a- L5 ..i- 12's., 15 a... IZ.r LQ- 14,7" 6.0- 32,T' 16.0" 14,7'! 11.6" E�� 51' ISO' ISO' MAP 14.7- 6.0* 6..' 12.5" IZ.5" SO' ISO' 14,7' 6.0- 14.7" 50' 12.5-�� 12,5- iS-lr 1+1" SO' !"'Er 14.7- .a", 11, t ur EMEM) 33 41 4 �Z 71 IZIS; 160' 16,0' 10.1" 12.57' 160' 7;U" 12.5' 1 .0" 10.1" 5.2LI I 1.7 51' 16.0" 1.4.1- 8.1- iZ,T' 16,0 9.7" S.6-1 MY' 16.0- 9.7- 5.4�' 12-5!' LZS�, 16.01' 1? 0" to.n,� It I� 16.0.. S.6" 7.0 8 4: sk" iZ.5- I�Ivl 12,5" 16�0" 15.." 1"0" 9,6" 5.6� R.Ell 5.5. 9.6', 54.. 12.5:: 2,5! 12.5', 7, 16.0- ,E� S.6" S3., S,v 33 TAP fm .F-- 41 49 5a 72 N.011 16.0 IM 2121 I;Gr �, 12.5� IqLD` 102'�M tz�5` 1 14 1011w, _911",- 1215,11 iz.5.1 16�0, 1 4 2,511 %Q11 9 12. 2 !!: "�'! : 10.5 I'll. 11.1.1 16.0- 1.,. 14, 12.P. , 11 71 1'� 31 I WQ0jD IkUSUNC 48 5Z 7Z 12,5" 16101. 8161. 12.P' !LK 6 1:; 12. P 12.19T 53- 4 IZS' f5.4" 5.9" ±12L 12_3" 4.7" 4.0- 5" 123- 71. CO. MV' 14, 2" ­" 4.7" 4 0' 6.25- 12-�� 4.7" 4..' 62V' 12 F' 4.7" &.25' 14-3" 4�7?' 4.0" 0.23- 12.3" 4.7" 4.11- ANCHOR NOTES; 1. ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREI MAXIMUM ALLOWASLEANCHbR SPACING, MAXI MOM ALLOWABLE SFAN I N SPAN SCHEDULE $RNLL APPLY. Z. ENTER ANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, - corbirroN (SEE MOUNTING DETAILS ON 4CTION WITH ALL MOUNTING EXTRUSIONS 1ANEL FASTENER SPACING TABLE VALUES FOR NOITIONS). WITH MANUFACrURERV RECOMMENDATMNS, RM TO A5TM -0 BLOCK 4CPCRSCHEOUL9, ' LUDEI5 BTU I FGAM� BRICK, AND OTHER WALL MAX OR $HALL BE VERIFIED BY OTHERS TO MINEDDED TO UN-CAACKED CONCRETE ONLY, .,EX]STINGCONDFTIbNS MAY VARY. FIELD FRAMING MEMBERS, NOT PLYWOOD. FASTENING XPIECES. 'TUD FRAMING, FASTENE9. SHAUL BE LOCATED IN .DGE DISTANCE IS AO_EPTA81_E FOIL WOOD 3-0.55 OR GREATER DENSITY, LAG SCREW . A N "�l BUSI-Mr. ��A,I'L=IEI'12 r.S I'NT'O'T'H'E BASE IFAD, OR WAFER 11 EM POEWALK BOLT) U.N:O. UUDrS STUCCO OP. OTHER WALL FINISHES, I ACCE�AS IS NOT LE USES. USE WITH THE ANCHOR SCHEDULES LISTED ON zvii a -00 > C) 0 2 a) CM 0 4-, Cn .4- CV Cn "0 0 CD 0 CD_ C 0 = = .0 U_ CU 0 -4- ,- CU M 0 > E 2 F 'Coo 0 ca. U) Z Z W C:) 4V C14 CL CM C C 12 cu > 0 t: W.- - "a > CL UJ C_ cu 0 L_ CDL Cl) M M LLI Z SHEET NO. SH 10 **�, -1 Ti I _1 4 � _il a""- jult"' ' ' ' L - I . A ­_1 %�'� Ll ' L .. I..".. - -1 'A - i uslilloomm 11 1 1 11 1 1 11 1 1 1 1 1 1 1. 1 - 11