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HomeMy WebLinkAbout37708 Leafside Ln3170� 1, _I I i i ll 'Ill a!I IT r"llill'"rN I --- I I "'lam ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ 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 READ or Req d. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (Flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN 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 OVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or 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. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heal: r 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 Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF WBlded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M, 4 -•- � �r�` r-� IN I -- IN ��-� 0■■'� �1 ���'� �_■1 =■■'0 11ME��1 �r-- � ■■ ��I � ■■ 1 � ■■ � l!I ■� � , � L• _■ L�l l J � ICJ �11NEI ❑oo� onrI� i1,10 Donn iuir� ilu oo E-JEJoo u17-Inu LL UNIT A LIRL1111111M. A1T[111111« UNIT C UNIT C rlIII F r ■ ■■EMEM 8 - UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" UNIT LENNAR� UNIT B 8-UNIT TH (1532-1516-1624) UNIT A INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A-1532 ELECTRICAL PLAN 14 UNIT -B- 1516 ELECTRICAL PLAN 15 UNIT -C- 1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S31VI MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL 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 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. - (D S--O OO f` M mX � .-- LL a. r C:N -� � rJ �� 6 W N ct: W ui O O - - U _. �3 1 I I N a N Lt(t e °• J 4,r,,� N No PE7 r • O i 1 STA To the best of the Engineers knowledge, information and belief, as ura 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. 9) S W pp a ao y yy 20N it:u-tL fn � N 0 LL a a ycov � v� JLLLLCL 13(� O _ o� rn _ 2�g � ° rgI S 3 '0M N c0 m OO J W ILrL W a Ci co Z N � Z "' O Z OLQi�y W ❑oo Cl) z_ N z z a (/)V) cr) LL f6 C � Tom• U �° O —LLJ to U_ ~_ E $ I Q N s� C:, C0 M M z o _- E w oo > aR go Q r— - Z g $s� Z C > J 3 s b� aw W S2 CID v �a t °� c o T LA ci m N� � ULAM c.a T � o T ' � r LC) O H_ N o >c n' W 0 c N r 00 N T 0 E co z E O d E U 0 Q p c � JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 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 FILLED CELL LEGEND M CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 110=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 11T=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. °O a e°. d° C .. d-- a -- a ° d a , n (4) #5 d ° REBARS CONT, 4" I 2'-0" 14" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLAT C SECTION A -A J7 YI 2" 0 SCH40 STEEL A CPIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB rFM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" SYMETRICAL FUU SCALE: X"=1'-0" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS IT EMBEDMENTWl25" EXT. ABOVE SLAB. GRADE 40 STEEL NDATION PLAN a N CL m X M LL (]" z 'a CD -� --� . RS C L) _0 , .. -. Q c' O O L U n_+0W 04 N N O N `col\6SIr9i5pi��r N ' ^• ••••• l✓ 'f 4� 07 OF w rat` .`` �• �� , � r .,1, + .4 , : :'��-�,>o'� t�'�7iri1t144� 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. 00 ��E � r°D- 06 LLLL C ik W {LLWy di NMa� LL it d a LL a > j z13 rm- 9 0 r— W Z N Z a N O ILW V U to Z p F1 W M � Z z n Z Q J - N V) Z Co IV 5 �co „ V1 cV) Oft w u's I Q 0 sm ti dU_ W 0 z. E O SZ• E ° W _ E O r0 =v -a = z W Z °do W mo C 0 �p 2 z z _ � J i9ti 423 mi N $� aZ W �& CD zi (33 o� 0) N 0 co T . t r �_ � GV CV O 50 O N d- C = J N u--) 00 4, r r o z z E�O N 0 a U _j ¢ p JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =l'-0" 4 60 o MIRROR } Ii�i�ifl j Ifr 1 j 11 J -1 - F- ® LJ BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT 2nd DECKING �� FLOOR ONLY) iD WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 381J 18 J X 37 J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25J S.H. 1 H3 27 114 X 38 J 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 } 36 J X 37 314 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 i 52 J X 37 i S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DRYWALL 1 1/2" MIN. CLEARANCE (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO \ MATCH STAIR RISE 0 F. FL. F. FL. ih -------- - IT 4 17 -- 1 1/4" TO 2" DIA 16 HANDRAIL NO 15 LESS THAN 34" 14 NOR MORE 13 U THAN 38" ABV. 12 Z TREAD NOSING t CONT. HAND RAIL METAL HANDRAIL BRACKET BLOCKING AS REQUIRED tG F. FL. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 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. it 18'-4" 1'4" 13'-4" IN .1 ... - .■. CD MI O rn N OP b) t4 55 �1) D1 TYP. U.N.O -v ;1. oI O Lo N ih N v io 16" SQUARE- CMU COLUMN VERIFY AC PAD LOCATION OF A/C PAD HB IIf HI ►�► • •:•:•:•: • �•G01 I ►-k. ► ►:: �®ram I •ii J GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" -r GG S3 4'-4" *NO UPLIFT* Q S4 FL-RG. LINE_ N 00 I rn ca IX FOYER N f CAPPED UP 9'-4" FLAT CLG. 2868 g TILE O 09 oo EDGE OF SLAB 2" °P ~ TT.O.M BEYOND WALL N W.H. 9' 4„ © 3068 I 2'-0 , 4'- [1'-0- 1 2'-4" 414. E N Y Cn 9'-4" CLG. A.F.F. CONCRETE ®®-----0--- - oo O 2-6" OT BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 9'-4" FUkT CLG. CONCRETE 0 N 10 r--------- ------� ;0 I I I I 00 I I ■ I LINE OF 2nd STRY. I- - ABV. I - t ;0 g 1 **NOTE * I co O 0I BLK. WALLS A RE 8'-8" I 1 TALL FOR "A" NIT 5'-8' FROM FRONT OF c0c 1 1 GARAGE- K 1 TYP. @ I S4 GARAG I _ 8'xT GARAGE DOOR 1'-4" 5'-8" 1'-8" 8'-0" 1'-8" T-0" 1 V-4" 8'-8" 18'-8" 18'•4° T.O.M. T.O.N 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=V-0" 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) * WHEN THE TOP OF WALL IS GREATER THAN V-9', 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 3'-4" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- 1'-4" 1'• a MOD 25 SH ( 39" x 59") EGRESS 18'-4" 12'-0" MOD 25 SH ( 39" x 59" ) EGRESS OWNER'S 55 BEDROOM D1 " FLAT TYP. U.N.O. ® �4a I 8'-0CARPETLG. r I - 6,-4" 4'-4" 7-0" _ I ® �M.CC. R&S r (� o p O. BAT 1 22"x36"---------- \L/ 8'-0" FLA CLG. ATTIC i - , I A s CARP / T ACCESS �\Y/ (C 00 CD \00 \ 8� FLAT CLG j `" I N / ICARPET \LJ L _v_ -J I I I R&S S N A r • 2868 aP _ iio � ET^ 7P. ' cc N 60"x ZAHU °P WER P I~ 1C n o U R/A I I 1 4,-4„ 3-4- LOFT ■ `4 8'-0" FLAT CLG. I I 14 N CARPET �I 1° II W01 I I I 17 D1 YP. Cn I I UP f 7' A.F.F. L� 0 1/2 WALL D( ba CAPPED ■ T 5'-4 1'-10" N 9'-6" cV O sIV 0 0 u 2668 "' N BAT � 8'-0" FLAT CLG 1 CARPII 4 M.C. I WIC 8'-0" FLAT CLG. z I CARPET 266$ s N Icc 1 in ZD I - ------ - - - - M BEDROOM 2 R&S 8'-0" FLAT CLG. Id 41 illy_ CARPET Z G.T. - - - r G.T. - - - L in MOD 25 SH (39" x 59") I EGRESS A 2ND FLOOR PLAN UNIT -A 1532 SCALE: Y"=V-0" D1 LO OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 DO +28.3 / -37.0 DE +26.6 / -29.1 FO +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 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 2-STORY MASONRY WALL W/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL 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 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Q ti M L .._ M Z -i3 C7 C Cv =- (Z C �1 U C, ; ; - 0) U) U) y L] f - C) _+ tE>aaaar p63 PPr o w•: U�,•;'�' '"•ICJ ���•• ram• CV ► rri«traaa�ttec�� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Co r` N � a► N ! J 5 N as "�� 0 3LO J"a .4 g s2: a z z =tg�°' 0o 130 ac a� W °' a' a Z M Z to 0 N ¢WQ O U U -i y W ❑ ❑ ❑ U' z � z N WV) C5- Q) Ca W •U O c w � E 8 x r' w Z LL aE 9 SLL �� Z® oa Z .6 E g 4 CJ ,W i fo u$ W ¢� m � 0 Z � c y ZCZ J U 10 N Wg U I= o o 11 5 1 ° 3 c r 3 ai + 0 T 'Cy' c6 _ ' CVIDI • T ,� s •- r V T C^t� O o 04 00 a � GI N 1193- Lo C? ui T t- m Q Z E 0 4) p c � JOB NO : 21-17099-17106 SCALE : AS NOTED SHEET NO. 3 1-0 J _9 U -- 8 p Z 5 g 2x STRINGERS--/ - 3 - 2 L.JHANDRAIL DETAIL 1 F. FL. 14 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = V-0" I� I� 5� t° 4 �2x STRINGERS F. FL 2x4 #2 SYP. P.T. THRUST 14'-2" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END., TYP. STAIR SECTION SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H(2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR 1- Ii{ I -IhI TOWEL BARcn -1 �I 1. - Ii#f 1 4 ao Q C� Vl t -,- t I I - J BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" DRYWALL CASING (AT 2nd TOTAL RUN = 14'-2" FLOOR ONLY) // 3/4" PLYWOOD 1 1/2" MIN. CLEARANCE (2) 2x8 w/ 1/2" // DECKING FLITCH HEADER / / SLOPE CEILING TO / MATCH STAIR RISE / M / F, FL. -� L--------------17- F. FLU 18 r;,e -T 16 _ 1 1/4" TO 2" DIA / HANDRAIL NO / 15 r LESS THAN 34" NOR MORE THAN 38" ABV. CONT. 12 TREAD NOSING HAND RAIL 11 10 METAL HANDRAIL BRACKET BLOCKING AS REQUIRED FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 18 4 X 37 J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 181X71} S.H. 11­12 271/4X26 26X25 S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 27JX63 26X621/2 S.N. 1 H6 27 X 72 26 X 71 1/2 S.H. 22 37 1 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 } X 371 S.H. 34 54 X 50 J 524 X 50 S.H. 35 54 X 63 52 } X 624 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. rn F. FL. HANDRAIL DETAIL 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 rear shall be measured vertically between leading edges of the adjacent treads. The greatest Naar height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Trend depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a light 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 walkllne. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 inch or a bevel not exceeding h inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 Inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 Inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shell be returned or shall terminate In newel posts or safety terminals. Handralls adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrells. Grip-itt": Handrails with a circular cross section shall have en outside diameter of not less than 11/4 Inchea 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 -aided 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 112-inch gypsum board. 0 1 VERIFY AC PAD LOCATION OF A/C PAD HB a■,a a■�a iiH", i :CIC • r.0 uu ■■a 1 1 M:ff: III III ���► •i0 ►# 0 Nr4 %% fie, ID1 00 TYF i� io 1/2 WALL CAPPED UPCr in 6" CNTR. AT 42" A.F.F. N GREAT ROOM 9'-4" FLAT CLG. CARPET t; 2x6 WALL LLI 00 +\ R. 1 N /TILE -lx' N 1 II O 11 1 J UL r, W.H GG S3 4'-4" *NO UPLIFT* Q S4 2868 EDGE OF SLAB 21 BEYOND WALL in 1 a0 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 9'-4" FLAT CLG. CC iNCRETE 0 N N 0•: MID�'� 10 ►•►• i►i 1 \ •:►: .i 11' ENTRY 9'-4" CLG. A.F.F CONCRETE r� rh 18'-8" 8'-8" T,O.M. T.O.M. 18'-4" 1 ST FLOOR PLAN - UNIT-B 1516 D1 SCALE: Y4"=1'-0" RFV 1 n 1 2n CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ @ 12" O.C.' THIS /S ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15/32" EXPOSU REFER TO SHEATHING SCHEDULE 0 M oQ • •- • 1 I 1 1 1 i•i •ii tad• i 1 •�• t �i •i•: •••: •iO 5 1 9& ►:% ►i•: •••: •i0 i�0 1 ►• 04 •:•: •:►: 1 p•; O•: O•: ;lit %% .' ►�•� •:•li _ ii i •i11 •i i ►P►; •O: i•� ii ►ii ;Nt - ►:•: Ie14 �- ■ ���� ►i i •i�i • ►ii 00 ►•• �_� p•� - •O' ►4 •:•: •�•� 0•: Sl . ••., / ia,112 � Q e ■ ►N' 1 1 1 1 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6/ -29.1 OF +26.6 / -33.5 4NO EE SN SHEET O SEE SN SHEET140 MPHTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL W/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL 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 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Wtio _ () co 1 >< I)_ (n z r- tn - Q 0 0 0 LU 0 N 0 N ,o�a�tEttart:�p���r ♦� P L- f: l vJ ,- Gj 1•40 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IWcc $ 8 CM i v $Ny cep 0 ate N iR u' W Lo- j N in r- r.� - LL w n. 0 rNiv -n'Y a QuiLL a z 00 Z r 0 4q� O N c_p O J W LLN a Z Mo Z y = O U ? N W ❑ ❑ ❑ a) -Z N f7 o Z ip z 1W P1 6 N V I t!I Z M oo v (D 0 N c �M U ;® "0 Q a M M M U_ 0 O z u �� 3� oa CIOE - d p �z u - z Z O 04 ro z � m� rhs Q �xz� ZN= J �� zz y } 00 o d V W;� 3 U � Nk y o O o C 1T d" >CD C N 0 Gfl G_D A^l1CN r O t CV C` arV oma■ 1 ■Wallis C T O 50 OC V m N o � ,V 0 J r - r 1-- r O E Z o O Z 0- U J Q [1 C J JOB NO : 21-17099-17106 SCALE : AS NOTED SHEET NO. 4 M 1I■I■■iI1kJ1AWAAnY ,dill OWNER'S BATHROOM SCALE: 3/8" =V-V MIRROR f .r I_- - } TOWEL BAR _I l q 00 ®LO 1 I�I +I117__11771 _: b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) N, - - - - - - - - - 13 �12 \.\ 11 10 � 5 2x STRINGERS \, N M 0 Cn FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X71} S.H. 11-12 271/4X26 26X25J S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 } X 501 26 x 50 S.H. 11­15 27JX63 26X62112 S.H. 1 H6 27 J X 72 26 X 71 1!2 S.H. 22 37JX26 36}X251/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 X 62 } S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. ,�-CONT. HAND RAIL 1 TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS DRYWALL 1 1/2" MIN. CLEARANCE �J BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS EA. EN HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =V-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB RFV 1n 1 ?n CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. OUTDOOR LIVING 2b 9'-4" CLG. A.F.F. ° iD CONCRETE '-0" 16'-8" " 6'-8" T-10" T-10" 2'-8" �• O 6068 SGD °' ~ co ® 0 � 5-SH © � o F- ----- -- REF 2468 BFto to o 8'-3" T-2" 6'-7" 0 I o DINING N KITCHEN w I �O 9-4 FLAT CLG. 9'-4" FLAT CLG. z TILE TILE I I SINK w/ ED DM DISPOSAL I I O O r---J 1 1 L _ FLRG. LINE _J - - 2x8 WALL o 16" CNTR. AT 42" ;n ;- LO A.F.F. 1/2 WALL `7 is CD CAPPED r 1 II UP 2 °P N I I 3 M 4 GREAT ROOM 9'-4" FLAT CLG. CARPET 14'-0" c? O in �D 9 PW01 D1 10 19 TYP, SG 3 11 Y 12 2x6 WALL 7'-0" 2'-8" 4'-4" 4 - - - F, rn `o *NO UPLIFT* cD FLRG. LINE Q - - S4 ro'I.' C7 ' D1 N N ,l&C- - - - - U_ TILE TYP. CV co N � H1 r FOYER 9'-4" FLAT CLG. 2868 _ TILE 00 O co 00 60 . EDGE OF SLAB 2" °P CO 9' 4" BEYOND WALL T.O.M. 7'-4" O M 3068 BUILDER TO PROVIDE A APPLIANCE �/� PROTECTION M Q WHEN REQUIRED PER 2'-0" 4'-8" FBC 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE LO 9'-4" CLG. A.F.F. -b cq 00 CONCRETE in r d' T N O r--------- ------� in I qd I I I OP I I I I 10 I I I p I TYP. @co I a *- I GARAGE 1 ,A I I K I . S4XB I �' N (V N ® O-..II nAMA el0 nnnC] IUD 1ST FLOOR PLAN -UNIT-C 1624 SCALE: A"=V-0" 9 WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** 2ND FLOOR PLAN -UNIT-C 1624 OPENING PRESSURES ENCLOSED - EXPOSURE "C" \1 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET �H 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 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 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 I.......................I • . , MASONRY PARTY WALL 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 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N O 10- U N 12* 14 (`) c c\i =" dC r 0 0` N" O O U = L --a w 0 N 0 N °°• �y1etettfrrrr GS//; LEIs O ... L Cc •�-0 .TA1 c J •t4j A�/.-'.:ice °' ,�•...•`✓,�C.". Ifilil 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 seat. 9) F W) �E co a g C g, - as w h -, U- �e 9-',' I 0 MLL a 0 0 rn ccpo$ Dow N t0 m W Z 00 q Z 4 to N ( Z N 0 Z aa O V U iu ❑I�❑ z z � � a) 2-1 0 �-0 V � O w �to c M Q CN � M W � Q U_ m E a p w O < 0. (O li � UzQ O Z I E Ku ° F g$ 0v as wZ d g m= .5 N� r <� Z Ja 3 : W W o 0. o T > d' a; C� CC%4 T Mgt cfl W O N C ; 6 T ED 60 N CAD N II- O 0 N � J T r d 2t� O o Z Z E H m � 0- • • a a? ¢ o c JOB NO : 21-17099-17106 SCALE : AS NOTED SHEET NO. 5 1st FLOOR BUILDING PLAN SCALE:e"=1'-0" N ~ 0 M Q CL3 X t M U - (1 Z (D M C `.- :n _= T ry Ste' uJ ,- .- N O N 1 d N_ N �-- ``�1�IttfQ7fdlle� e,`1 � . • � •!^j fit:. i•i �' s tS��f✓. N O OF fir •, r��,�z•i:"-•i� i r1\V 1�� • .. ' j����i�iiti 6'`1e• 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 Edidon. Engineer's signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. Q h LL N C LQoO vY # LL W W J'i�N r-� -' w °- a�r'iv LL a 44n CLLLL a�S O Z tmyq�_ OF ' '@NcD 0 J r-- m W �04Z ¢¢Q IlluIL 7' L ¢ o OU t) y Z 000 W v z z z V I — N z W �4-J N � W � V � 0 w N c d N �(10 LU 6-9 �Q o Ll- ff � >s Zg � E wz w� gE qo&� n ZCL �? �g mx rp CY v z y8 O off a� z ,.r (/� J (wpm Q b y 22 W O z is T ti m r—� T c.6 r N M 1 i� s� o60 T N coo � o �i N M a LC) 00 y T r O T O Z Z O h E � a U -1 ¢ o JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 6 �----------------�------------------------------------------------------------------ -------------------------------1 2 d FLOOR BUILDING DANG PLAN C V cli 0. To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LQ0 r- r.� N - W rL LL CS 0 ILLL M (ti 6 -j U) 13 o (1) (13 LL� .j C) 0 LAJ 0. 00 Wo o 04 JOB NO: 21-17099-17106 SCALE : AS NOTED SHEFr NO. 7 T.O.F T 60 cc F.FL. , T.O.N F.FL. A WATER TABLE DETAIL SCALE: 1/2"=1'-0" 9" 0 e KEYSTONE DETAIL SCALE: 1 /2"=1'-0" 12 — 14.0 ��.+i...+..•.�i�.��...s....s�.r..r.�..r.rr..r.�..r..a..r..r.rr��r- ■■ ■ ■ ■■ ■■ ■ 1 1 00 �■■0 . - 0 ■� ■�0■■0 �■■0 �0 0 0 0■ 0 0� 1 1 1SHUTTERS ■■ �■ 00 � 0 0 00 0 0 ■■■0 �0 - _ _ 16" BAND 11`.a�✓f�ir�_ ' ' ` ���i�=ir����==ir■��Gs�i��i.�i���irrii�h ' �6a-���1���=_L — — — — — — — — — — — — — — — — — — — — - - - - - - - TEXTURED FINISH ■ Q TEXTURED FINISH 0 _OR 1 III ■ ED I�o� o��--:1 E.- _I n] IE i�� 000u �.]�r�o on I CI �❑❑❑ �n �❑ C�I� El El , �I�] �� a❑❑n ❑��❑ OILEl �11� �r��o r�o�❑ 0 0 uuo�� ; ; �IJ� �JI� nDuu -- r�� U 0 MOOR 8'x7'(3ARAGF- DOOR 8X7'GARACjF= DOUR 8'x7'GARAGE DOOR -4 3068 DOOR 3068 DOOR 8'xTGARAGE DOOR B'X7'GARA(' E DOOR UNIT A UNIT B �_ UNIT C A--' UNIT C UNIT C n ICIJ v:i ���G' 'iGi ��II�I�i�I�■11� �G 0.: DOORD••- 3 r3: •••• ❑❑❑❑ ❑o❑ ❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ — — .L-; UNIT B I UNIT FRONT ELEVATION SCALE: 3/16" = 1'-0" 6068 SGD A UNIT IT g 6068 SGD UNIT C0623 SGD 6U66 SCiU UNIT IT C UNIT IT C WOO JUv Woo JuU N IT C VVVo Jw UNIT UNIT B UNIT VVVV vVV REAR ELEVATION SCALE: 3/16" = 1'-0" Q 00 N i •� O L �o C � O N E��1. ry O O U 4- O 'd LU .0 N O N O N N `�plQli°�Jrrr1 �117S U 1Z ATE OF tri: To the best of the Engineers knowledge, Information and belief, the structural plans and speaficatlons contained wlNln these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature end seal. r. ik W 0 rn Z g O m W N Mo Z z W LL N M N O 3 = O U U rVn W ❑ 0 ❑ i9 Z N z O Q Q O Z v ❑N 4-J N (Q w $ O C U 8 = U Q 0 8, Q J ry _ E H z o� ZO o z p O E � Qi o "�' w 'd o m m � �43 zU) J Rb aZ 8 U Z W o T ui rn CD I d N CD r r AAl1 W O CM r m o N N N CD 00 C)IN�• J T ro E O H L M c r0 d y E .. 'O M• U J Q 0 C JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 8 12 �4.0 SHINGLES - - T I - f�TT J 1 _..... I. I J I �_ J_ C.� 1 _C 1 1 1 I J_I I J. T-1 TJ T.T.T.T T I f_ t IJ 17, l �. _ - __ ..�- - -T- � • I -�- -� --------- T.O.M. HDR. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ — — — — — — — — — — — — — — — — — — — ❑ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - TEXTURED 60 13 SH FINISH 13 SH to ------------------------------ 16"BAND— — — — — — — — — — — — — — -- -----2ndRFL. l�J I C G.H T. - h�- L ----------------- _.. - _. _ - _ _ T.O.M. TEXTURED FINISH 4 00 35 SH 25 SH 25 SH 12 4.0F_ — AT GAR. 8" FRIEZE BAND '4 C o� 00 v 0 0 T LEFT ELEVATION SCALE: 3/16" = 1'-0" FIBERGLASS SHINGLES [:lJ_ J � rJ--- 5I - T.O.M.------- --t_ I- --_ HDR. — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — -- - --------------------------------- ❑------------------- 60 o TEXTURED is 13 SH FINISH 13 SH Mom 2ndF.FL. ----- 16"BAND --- ----- ---- --- -------------------------------------------- CLG.HGT. -------------------------_---- ------ ------------------------------ T.O.M.--- —_ AT GAR. 8" FRIEZE BAND c is TEXTURED ;0 In 4 FINISH bo 00 v "v o p 25 SH 25 SH 35 SH F.FL. _—------------------------- RIGHT ELEVATION SCALE: 3/16" = 1'-0" T.O.M 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 ti O U N co ,X M LL- D- �" C Cam{ co-N, r (i N — W a) O EL N _ <1. Q 0 e) ri 0 O 0 r 0 LU rL c N_ 0 CV r �?EaWk. ` % STATE To the best of the Engineers knowledge, information and bell of, the structural plans and spedfM.ations contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W $ r- M 8� V y C fj J k uJ 001) P W rNi v 4�n t Z M a 0 J LU C r m O �pjO' d�a _ rN,yZ O ILW [ILL a =INQ pV U � vvi W z z z a �V) z -8 .8 0 a1 U 41 4 cn fQ w w to �N U F— E V d • U Q M IJL-•- �o=o• ao Z&� O 10 _0 0 � w 04 � L 40 mf y�y Z_J Z W i) a o� S2S S2w 0 ." z� �4 S y0 caw sY ZIQ U �+ c o T rn N d' "'i c.6 I O W CV i � o /A m O O r— H CN c 0 CV C D C 00 ' N Lo 00 N T T_ 0 o E Z 7 O y E O w m a E U ° p C JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 9 ftsign No. U90S April 09, 2018 Bearing Wall Ratlty - 2 MR. NanbrrMtg Wall Rating - a MR Th4 duster, was. evaluated using a lead design method other than the Lima States, Deabn Mathad (soft., Working Stases Design Malted). For furYdlatlensamptsyling the Limit States Design hMthod, such as Canada, a bad restriction faciershall be used - Sea Gul eocuvarg�yQ * Indloates"ch products shall hearths UL ar cUL Cartekesbn Mark for jurladtetbs semploying the UL araUL CartOkatW (Such as Canada), respectively. IV � I r a v •? v ° v ) 4 � r .a J r ' A (I j' norizarit01 Section 1. Concrete ebekea - Varlous designs, classification D-2 (2 hr). gee CatitMa stocks,category for list of eligible manufacturers, 2 Mortar - Blocks laid in full bad of mortar, nom. 310 in, thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated firms (by cement volume). Vertical joints staggered. 3. Portland Cement Stacce, or "a■ Plaster -Add 1/2 hr to classification If used. Where combustible members art Named In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrata block$ (Item 1). 4. Loose Masonry Pill - Troll core spaces are filled with loose dry expanded stag, expanded clay or shah (Rotary Kiln Process), water repellant vermiculite masonry BII insulation, or silicone treated perlits loose HII insulation add 2 hr to classification. S. Foamed Pleatk° - (Optional -Not Shown) - 1-1/2 in. thick max, 4 R wide sheathing attached to concrete blocks (Item 1) ATLAS ROOPING CORP - "EnergyShieid Pro Wall Insulation', "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF Pro and EnergySluld Ply Pro CARL ISLE COATINGS 6 WATERPROOFING TNC - Type R2+ SHEATHE FIRESTONE WILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior Wall Insulation' and "Enverge ' CI Glass Exterior Wall Insulation" HUNTER PANELS - Types xckCless A, Xcl 2E6 RMAX OPERATING L L C - "TSX-8500', "TSx-8510','Thermasheath-xP", "E[OMAXcl', 'Thermasheath-31, 'Durasheath-3" THE DOW CHEMICAL CO -Types Thwmax Sheathing, Thermax ught Duty Insulation, Thermax Meavy Duty Insulation, Thermax McLI Building Board, Thermax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR ei Exterior Insulation, Them mx IN Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R"' el Insulation SA building Units -As an alternate to Items 5, min, 1-In thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 46 or 96 In, R14AX OPERATING L LC-'Thermasheath-SI", "ECOBASEcl*, "Thermaaase-Cl" • Indicates such products shell bear the UL or cUL Certification Mart for jurisdictions employleg the UL or eUL Certification (such as Canada), respectively. Last Updated on 201"4.09 GA FILE NO. ASW 0810 PROPRIETARY' � 2 HOUR I 65 to Be STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners with at" H stud between adjacent pals of gypsum panels. (NLB) I J •J � A 3/4" minimum air space must be maintained between steel components and adjacent framing (as Indicated by dashed line In sketch). As an alternate to an air space, the steel components are covered with 8' wide battens of 112" type X gypsum wallboard or full sheets of 1/2' type X gypsum wallboard screw attached to the steel components, Sound tested with 2 If 4 stud wall faced with 1/2" regular gypsum wallboard each aide of assembly and 3-112' glass fiber in stud space on both sides. K I i Haight limitation 68 feet F- PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3.1/2" (Fire) 11-3/4"(Sound) Georgia-Pacific; Gypsum LLC............................ ....._.... 1" DensGlasse Shaftliner Apt. Wdgft 9.5 pill File Test WHI 496-1290,11.15.94; ITS Deep GPNVA 12NA WHI 495-1295, 3-15.96; WHI 496.0743 3 0744, 1-28 8 3D•88: ITS 3160814COQ.= 0.3008, UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: RALTL1a291,8-31-10 NON -VENTED SOFFIT IAKI \/[AITlTn 0r1[[IT KIAKI \/CAITCII Or)CCIT 11VIY-VGInI I GU QVrrl I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified With Manufacturer Specificatio ns) ) a OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. a STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed) avrri I _ _.. -_. EXTEND THE (2) LAYERS = =' OF 1" THICK USG GYP. - - �. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DE ALL JOINTS DECK. AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN PROFILE OF ROOF TRUSS - TOP OF PLATE BEYOND FIRE CAULK EDGES �` AT EACH SIDE " ROOF SHEATHING TYP. 2X6 SUB -FASCIA TYPE "S" MORTAR - (TYP-) DBL. 1x PT NAILER 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1� 1 Hour Separation Wall 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. kink) \/[hIT[f1 Qr1[[IT ovrr( ( ATTIC VENTILATION CALCULATIONS - ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule RidgeVentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) ATTIC SPACE SQ. IN. of SQ. FT. ventilation of vented required soffit needed Total Ventilation Provided by Total SQ. SQ. FT. SQ. IN. of Upper IN. of of ventilation to SO' IN. of SO, IN. of Ventilators (See Elev) ventilation vented be provided Ventilation Ventilation required soffit by upper needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 - 0.0 - - 276.0 (Zone 1) 425 Main Floor (Zone 2) 886 851 122 30 213 0.0 2.0 276.0 0.0 276.0 1012 35 243 2.0 Upper Floor (Zone 3) 972 139 486 0.0 - 0.0 276.0 -- 276.0 1008 484 35 242 0.0 2.0 276.0 Upper Floor (Zone 4) 968 138 0.0 276.0 **NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. NON -VENTED SOFFIT 11l/I1-v 1-111 L✓ VW1 I I NON -VENTED SOFFIT NON -VENTED SOFFIT ROOF PLAN co N, L N �\ (� '- .- C (-,,I ITS G U C•.d ; Z y N P;+ L, -0 CI 0 0 0 "O LU 0 (V N , +� f �S`,- `i U o' ;T •'. OF .+• tr. r •. '••.....••mot;+. r/! I 0 N >r i !llflYri7i11>>r 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 potions of the drawing pages bearing Engineers signature and seal. W W ag 8 2 �$ eo �canbp as (N O/ m LL �a. Mv� co LL LL y (yam 1 } V 13I� = �0c 19 t. ( tG (NZ m o ot W Z IL ro N �z Q aLo0 �rn UO Q z O V U (A W ❑�❑ z z C) v J d N N A4-J W � U OW V � N c � ' U c w _ t � 1 S ai ._ C__ - N� s o0 M -Iw v��0 W t$ Ezo A� O E V o0 H Z O E C'4 M j °d w 1 gg _ c � U O� 0I y� iIZ ov 3 c •0 T � N "T- CM CV a �_ Fees 0) T a C:) CM 1 r` v co _`1- ((,, �) �1 N 04 1-% E- O 00 0 N � J � LO E E O Z m Z O L c to (LU E J Q 0 c JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. is 10 II�1■■�IWA1:AUJ)IIIIIIIIIIIIIIIII L_L__UlaL_n LOW ROOF / FLOOR FRAMING PLAN SCALE: %4"=1'-O" SYMETRICAL PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 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% 8-1Od 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 31/2" 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 1 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C 1 EPDXY F LGT2 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 1 Od SP2 1 1010 605 1 12 - 10d SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 12-1Od x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. (A) I OR 2 PLY 'ARRIER 2 2 PLY CARRIER—J (A) xCONTLEDGER a NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS RSH ENGINEERED ROOFF'RESSURES AND SPER ASCE 7-16 UCTIONS DONS FOR MEAN ROOFESIGN ALLOWABLE OHEIGHT ST25 ftND CLADDING WIND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 1 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 -49.57 7� 10 GABLE -38.22 1 -38.22 -60.99 1 -60.99 -60.99 -78.58 U ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: 346" EXP. 1 (24/6) or'%2" EXP. 1 (3�116) TILE: 1%2" EXP. 1 (33'1'6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS 10 13r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ys" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILSft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. N 0 N ..-- i` CD MC) (13LL� "O C C: _0 +� (D -- U) Ui >, JO _ _ C O O L= U r_L oW 0 N 1 0 N N \\ % •• a T C f! v rr `�� `d I�y'd�f �f a1a%%% 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. ca m V Lo40 04 M r- P4. R W 0- CN 0 LL 0. 13 U.0 a L Lq 1% W m tp X O Z IL a N M 0 Q� 0 O = 66 538 W 13El❑ v' Z ` ,z Q _ a i+i �y U (� W U ( f) (� W g C cv A _, Up 0 U Q N �� r` m < P z Q Eo ZO Q E O wggy S�� Z g E CV $i wo i? � L <O ::, ro C UYU Sb m0 O LLuu z zz J ¢'2tn WT 2 3 8g � -z U 9� _� �3 JC a Do_ � o o r N _ 0 � T l r CN Liz T W O Lit 84000 o T No c^o O 0 N Lo M j C)Nl E o' Z a � M ¢ o c � JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 11 ROOF FRAMING PLAN SCALE: Y4"=1'-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTSTO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/41 x2 1/2rTO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1 -0" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 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)10dxl-1/2" HTT5 5795 5l8" 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) 114" 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" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 13100-M 3800-F wSINKERS & (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 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 1 12 - 10d SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY `** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 WI 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 (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR ;PLY 'ARRIER x CONTLEDGER� A) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 0 r 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 IS r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: %6" EXP. 1 (2%6) or i%z' EXP. 1 0y6) TILE: 1Y32" EXP. 1 (3 16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YB" x 0.113") NAILS lid3r 3r I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ,,ia �� I�,,aa ,,,,aa� � X_I` 71 ,a# Aft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. O N O CO Q (n �.r LL. (y C Z O d. r; O O 0 '.;z 0 O LU N O N O N N e,��i;�sa�errrrr . .� 'c• �'�, 'i a �1 "• t �C • ��'f'Pyy�i6ly'�'tl 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. f" n Cc a_ g mN � 04 4 LL Qaj N O d C') C LJL LL C. S = J _ o W�n W "j o °' 0 a i Go _j N M Z x D 0C.) c:D vvUM W z z � z Q $ d N Z N v .O 0 w $ �vl U ai 7 1.1.J J U 0 M � � LJL EO ow =• H v � oa UWM 0 20 z E O � g� <i a w a3 � CC: N gg yYU �ja Oz C S NO 2 < 7Y W T U s p Se_ �w ~� W g owo� C O r� a� T --- � + c� Cr cliS N r W O C'V 'J�','/�Ir o r O 0000 T T C-)CD Oi N T Coo N r-- ° E ' z C a pE yj c JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 12 �� �GrIVIllW.>W lllli�� ELECTRICAL SPECIFICATION 3" VTR NOTES: 3" VTR JIB JIB I ELECTRICAL CONTRACTOR I I MUST VERIFY WITH THE I j SPECIFICATIONS FOR THE TYPE I I OF FIXTURE TO BE USED. LIGHT J I OPT. FIXTURES SHOWN ARE FOR I I 1 LAV LAV LOCATION PURPOSES. HANSON j BOX I I I 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 OFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. in new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER FE7W WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 24 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 0 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �0 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR O SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _IQ ELECTRIC PANEL -An�--i DISCONNECT SWITCH Q,/I? G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT --- 1 I W/C LAV -T-� J 1 3" SHOWER 11 TUB/ W/C SHOWER 3. . OUTDOOR LIVING STUDOR C.O. �. VENT W/ pISIPK INSTALL LIGHT �� > ROUGH -IN 2FOR OPT. <��fi�� LAV W/C 31, 1. �3- FAN/LIGHT `� �' WP 11 GFI 3„ \ PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT WO WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5506 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 0 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed Intersystem Bonding Termination Per 200A Indoor Panel Center Cable #4 Solid COPPER Ground NEC 08, 250.94 11. �0110rnccu vnrcu awunu Rods at least V apart Typical 150-200 Amp Electrical Riser Diagram OTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 1 DINING KITCHEN 1 FI o i — — — GFI— --- SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT 1 I 1 / FOYER i r I I I I DB EN RY WPo- LIG TAS 0 GFI@ PER SPECS DB&GFI TO BE ALIGNED VERTICALLY I I I I I ,I;F1.—_j C.M 1 UPSTAIRS t VVII \. GFI @ 44" ` \ \ \ W.H. A.F.F. 1 \ 0 I 1 I I GARAGE I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r------------------i I I I I J I I Ip Z I I0 Q I IJ U I I— _ ILU w I I� w I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: A"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. --- — - - --- --- ---- -- 2ND ELECTRICAL -UNIT-A 1532 SCALE: Y"=V-0" O C%9 U N N L� t�- r Cj -- mo `* Z L) � N - Q `' A j. i j. 0 0 O UJ 0 N N 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. N E 8 i8^" a aN� ,C-4 y°1 '- ik _j U. Q tll ; a0 Oi 9! uJ u. a. y rNi a_ox 13j O W 0 -�3Yn.QW�° UM a 00 1 ZZ N Qy ] c�_j W pV 0 o00 CD V z � Q � J Win Tt✓ 4-1 2� CD ro �U CJ7 0 to c w U Q Mo Qn E o �O Fry O ° o yF 20 Z o M egg gz g.' ro .2 ?LL Z�_ � J Hm w aLL wI I co c o T d' T hi + c� c.6 rra � O M o N m T— o 4 c^o H00 CV 04 Oi CD ui � Q T C z z = E N iD = a o U 0 Q 0 = JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 13 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6, Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included In the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 31 W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR Lzn­ 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN ;O% EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PO PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I j I I I I LAV -1 I L TUB/ W/C SHOWER 3" VTR AIL I I I I I I OPT. LAV LAV I I U W/C ii SHOWER —nd F SLR STUDOR VENTQ I , DBL SINK L T� W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SO. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 9 SUBTOTAL: 23060 TOTAL: 33575 st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP TER MA N 1 F0-200 AMP I IT /—Serial Cable NEMA 3R Power Co. Feed ---- I J I- ---T— #4 Solid COPPER Ground C.O. II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I II I I I L 1 UPSTAIRS G 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN < FOR OPT. GFI i AN/LIGHT .nW -r----- ` DINING KITCHEN 1 o Gf� \ \ GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK PP GREAT ROOM ROUGH -IN<:',\ I FOR OPT. 1 FAN/LIGHT<� 1 1 I I \ / W.H. I @ 0 / A. 1 I GARAGE1 I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I I I� I I Z IW O Iq I Q Ia I 010 KIW I >IWI COACH LIGHTS OR PREWIRE AS PER SPECS DB -°wP �I ENT ®GFI ICJ LIGHT PER SPE I I I 1 H DB & GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL - UNIT-B 1516 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. 2ND ELECTRICAL -UNIT-B 1516 SCALE: Y"=V-0" "(D oti� N `_ U cv TJ U - Z U r-'. �i � � cu e, .;• O O U "; e 2 11J 0 N 0 N_ N To the beat of the Engineer's knowledge, information and bell ef, 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. E 1` 4 Lo $ C' LL LL 0?$ W W . i��r=32 - ty a Z U. a Y Zg� OF t W A N p m GQ J �` T = MZo, y� 0 °" UaILW od o 0 Z om§Z W z N N f_p �U W 0 L. UNL N C c Q Y C' co sr o Cl) w ZM _j o o �o o �- ® Q c Z O p pq a� O 0 az �� ry C Qom= o Z ZCn N J ' 0b� az Ji oa U �0 �W �G �! o T ui 125 N I 0 cfl T O CV Itn r 50 N 04 � C OI N w coo E T Q r Z m E 0 E N a? co c o U � Q p JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 14 r ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the Installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges Installed in corner counters. ELECTRICAL KEY r& DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PEFG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Ljcph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT -TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS a� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL _ DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I � I I LAV T� , _j I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV LAV IJ—_ I U W/C SHOWER W/C STU DOR VENTI , DBL SINK T' W/ DISP. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1 1200 OTHER LOAD WATTS OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA t RMAN 200 AMP NEM 3R Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY ------------------------ OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI nn O GFI 1 DINING KITCHEN 1 FIOAD O GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM f,>ROUGH-IN\ FOR OPT. yFAN/LIGHT 1 r� � I I I 1 / TRY 9HT AS b0 R SPECS I LL L I I I I I C.M DISCONNECT DEDICATED ►���RECEPTACLE FOR MICROWAVE 03' RANGE HOOD PER SPECS ►�i' D.! j UPSTAIRS F „ \ \ LWH. .F. O 1 \ I I I GARAGE I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI - - - - - - - - - - - - - - --- I I J I I I0LU Z I I� a I IU I 00 I L V I IW Uj I _ 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE: Y"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: Ya"=1'-0" O � O 0 N 0 : C, �- -a o. U (-A W C.. W o � u) O O G L) ` 0 fL +— W 0 N N To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d c OD $ N 0 dit to N a no LL a a „r, a u d Z Z CR S tCS CC aaSC O W N <_p m O J U0Z N MZgj 0p ZpV _jai W 000 cD V Z 2 i i•) Z J 1N �TLU - N Z LL U" L 0 c t/'f YZra I A ra as — _ U IO S o C aE 00 1. pU Z Ora m ZCn C: �Y.. N Jd 8 WU E o rn B C� c-6 III ^' W O M Ln ° IA m V/ O O N _ F-- O c � 00 Oi N � ` Lo OO r r m Z :3 C) E 10 Sri N Z a ci 9 a o JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) �ROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ELECTRICAL SERVICE PLAN SCALE: 3/16"=1'-0" c•+ r O U �► +✓ 1 W I� w p D UJ r- N O N O N N To the best of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E (0 g cy1.� LL W J iA Q N� WLLW a Q1N O LL a LL a qU- O 0 W� rp O OjOi ¢ Q Z LL IL a N M Z Ir 0 Q z 00 01 ��01 W Z gN Z gS Z � a � a � - N M � o L •v cnra Ow t U Q rn � Qc o W z M J � Qs0 O � � wi Q Z O E ? oVn o Z g = ag� 10 c � ��[JgLL NO Zv� rtl Q� Z 73 5 Ou3 C o T ai rn N G>fl 0 C6 N _ T W CD O M O V,CD T O oTo NCD Fes— N 00 = O N J N L0 ai T O o Z M E CD�; rye C tl U -1 Q 0 JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 16 o O) 8F8-1B/1T 8F8-0B/1T AO O O O O IM0 O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © 0 © 0 - 8R176-0B/1T 8F20-1B/1T 81=20-06/1T :o . ; 8F20-1B-2T O © 8F24-1 B/11 T 8F24-0B/10T O O :01 �GJ���C�C�u� TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w W- I b— B/ 1 T o Z tNOMINAL. t QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT Rc precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Moncrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6tebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D MIN. (1) REQ'D 1-1/2" CLEAR 112" 4 ° CLEAR e 4 a ao U u) C.M.U. aE 0ax o. NcirD ° e 4 GROUT �0a: c ° 5 REBAR AT BOTTOM OF w O LINTEL CAVITY Qo w Z = Z #5 REBAR AT BOTTOM a o MIN. (1) REQ'D BOTTOM REINFORCING LL p PROVIDED IN LINTEL (VARIES) ~ tY 7-518"ACTUAL 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation, 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load C 1 .0 a e vertical load Safe horizontal load — SYMETRICAL n n n n n (D) (D) n 2ND FLOOR LINTEL PLAN_ 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 E I I O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMETRICAL O N 0 •-- M O N Z M U, a- ' � c J- U O N N N i •ems •r v No �, 1�;750 ��• JfATE QY' jri To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 S F � 8 N ik Q � � m � LL ~ # LL QFA d M rnnn3 LL W - ayrNiv tL s��C JU.LL 0-S 0 13 gm13 a0 W T- T a cS a Z N & z -j LL ° a Z pV� rUn W DOCl Z z z FZ' Q � a tV M AZ V) C1 U O W s N W 10 Q � s� M U- a so ZO Upa Z N O 9 °dz .�.• L. Z�=�g v � J �� tKb <z iryi OF zy RI g 3 c o T— w >� ai N (D GO l .d- (V r CJ6 r O � W Lr> . o �— ao N �_ N (0 0 O C) I N J rn L0 00 N O Z E O w cc 0- E U - Q p C JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. L 1 �� II■11r1� ���IIIIyWu�ViilJiJi�llli�l �u �i�: � 11 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2,1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U, BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 1 y" 34" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSS BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1.2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A Permanent sign which identifies the termite treatment provider and need for re-insection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and sp y heads shall not be installed wi hin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 rainf;311 occurs before vapor retarder placement, retreatment is requireedd 9. FBC-R R318.1.5 - C ncrete oyerpour and mortar along the foundation perimeter must be removed beore exterior soil treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extprior vpitical chemical barn'pr,must be install,�d after construction is complete, including landscaping and imgation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE; THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS T FOR OUTLETS, WITCHES ET SHALL B F A CUT TLETS, S C, E 0 TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. OJ O co U (' ' v N CD n t3, C�, 0 -C3 0 N �,aa�ti!!7S/1je CN N N CC rto `� ; F3 50 '- � '3 • Lf/ ^Z'j • j 7 •l1'c � (� � � QJ a rr : � ... ••'C� `tip To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I $ 8 J � C 00 OQ et LL W a t M h'Noo� r-M .5 L LL a SYP a W S Z Lmrn OF W so`� Q v°��QiO'co r" N M Z L IL ¢ N O 3a OU J N Z W ❑�❑ U z z z U � �� LL 4_j N 0 u� $ tn,c" � U � Rem _ i U c Q � & lk112. N 0 c1 oo Q E lJ H f= 0 wa o E ow If_ o Z 2 i %2 OX U yo J b �y 2 3 $u o �w W �3 0 o T m N (� c.fl T c.Q � ^^'' T W O CV M � r --� �� s m T 00 I M 00 N _ c F- N 00 ON L17 00 E r o m Z E to E � c c Q. U _j Q o JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. 1 0'-0" TANK -LESS W/H CORNER OF L I J HOME H C G GARAGE SIDE O 0 0 5'-0" i _ STUB -OUT FOR 0 1'-0" o o GAS METER U CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (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 5000s 1.8/1.7 3/4" orp net wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r r � � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL to W C> STD. 900 CONT. #5 HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)1Old �- NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE -- 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO ri CONT. BASE PLATE BEARING COLUMN \L- SEE PLAN FOR REQ'D ��PLYWOOD FLOOR COLUMN AND ',::_- SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW 1 11� FOR BLOCKING/TJI r� MASONRY WALL OR k INTERIOR BRG. WALL `y lr TJI PER PLAN / OTHERWISE SOLID / BLOCKING TO MATCH Solid block all posts from # 2nd FLOOR above to bearing below. STUU DS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4 max. -- Web Stiffener Fastener Schedule Joist Bearing Location -• -- �� Series_..I Depth End Intermediate ® 9-1/2" 2-8d 2-8d- BCI 5000s 11-7/8" 2-8d 3-8d _ r 14" 2-8d 6-8cf Clinch nails 0; 9-1/2" -2-- - __ 2-8d when BCI6000s 11-7/8, 2-8d 3-8d possible BCI 6500s®' 14" 2-8d 5-8d 16" 2-8d ' 6-8d 1 11-7/8" 2-8d 1 3-8d j rBC 60s® - 14" 2-8d 5-8d Tight fit 16" 2-8d 6-8d 2x4/PI /OSB web stiffener 2" min. ® 11-7/ - 3-16d 3-16d .._� �'"'0od ;BCI 90s ; 14" 5-16d 5-16d _ required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. �.0 SIMPS( w/ (22) ' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL_ TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION SQUASH BLOCKS AT INTERIOR BLOCKINtransfer G PANEL, INTERIORabearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS Boise Joist Blocking BEARING UX 3" 10dil6" Required on interior walls : - for vertical load transfer Plumbing / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearinwaswhen load bearing - for lateral support when joists META12 TSS INSTALLATION meet over wall, or wail stacks directly over wall or 1 Load bearingwall must stack ' �, beam below Load bearing wall must stack over * over squash=20 blocks and � '� Non -stacking walls blocking and wall or beam below.* - - require additional wall or beam below.*�\ ` l Y' Joist consideration. Checklocal buildin When joists meet over wail, provide g I -Joist can be offset code for appropriate 1/16j 1 3/4" minimum bearing for each.details in One 10d boxup to 3" to avoid PLUMBING LINE vertical plumbing TOP (2) #5's x 4' 0" areas=20 of high or=20 sinker i �> = lateral load. nail each side 1 v 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE -.r'� PENETRATION at bearing. = .'' - '` ; A/C CHASE 4" PVC �. t JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL ° d . G a v g —I I- I I -III— I I— a s Provide adequate bearing d for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist I ; d , d r -R blocking panel *Non -stacking walls -— - -.-' -''t� 111 7T�1J1 Squash block 10d nails require additional consideration. _ — Co (2x4 minimum) @ SECTION INT. BRG. WALL I — ]�— FINI GRADE — — !2 1 Bearing wall, Versa -Lam LVL or N.T.S. T � — — — r Giulam Beam r- "" MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6„ A 1y" ROUND HOLE MAY J A 6" 6 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: DO NOT CUT HOLES LARGER THAN 1y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ Filler block. Nail with 7 ; 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - 1/4"-2" gap --J Backer Block - "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—/ SEE PLAN FOR '• • . • FOUNDATION INFO ' a. •• d' STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE V d ..d d =z�e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 10 q ;an d< a 4-1L d d ; d n Q e I a SEE FND. PLN. SIZE & REINF. r-cn >0, r @� °i r "GO N fi Z C - -0 L:. • '� 0 J! ' Y 0 N `t`et!t!!EFf¢���ftr ;» y NO ; ,. cT /1E0� IL' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) 9 0 N N J Q N # LL W (23Ma� LLax gLLL CL m Z =2 M� �o i N ip w o W finrn Q�¢ a = N MZ allo ILW Z d3 V-N 000 z z a U) � z 0 QJ OW N c V03N in (J V U c Q QQ^ -J U- _ a �E o � z0 rd oa ZE ax & w ao 'O �' = " >z 422 z J nn rn p�� 8� �U WkZ U T y (7 �0p o 3 L T ai m N U're c� T • l r _� � ^^'' T� CV n �- m o 50 4— N t- CN O O C OI N LO 00 T r T m z O E O z a U °� ¢ p c ) JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I ,1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •�_ HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 't METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER IP° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - - p ..° ° _ CD D7158-CLASS G or H, or ASTM D3161-CLASS F, IN _ ° - 12 ACCORDANCE w/ TABLE �P') VARIES R905.2.6.1, FLORIDA BUILDING T_ CODE 7TH EDITION (2020) 8„ _ TTT RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN ez FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 cl- NOTE:EXTEND OR WlAX"FIBERMESH" DECO FINISH 4" to 6" ^FIBERMESH" " BELOW GRADE c ��• -- 'yam I � °°� M ° 00 6 MIL VAPOR ► - Z - BARRIER COMP. SOIL. ° (COMPACTED TO 95% n� MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK SEE 4„ 1'-8" (2 STORY) I U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 GG S3 I I I I I I I I I I I I I I I I I I - 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 GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) 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 (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8 x 10 J BOLT @ 24 O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" 111) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" - - _ -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY„ SIMPSON SP1 wl (10)10d NAILS = 5/8- x 111 BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER ITYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ff O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS /2" O WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2"31/2"MIN. 31/2"MIN. 2x4 CONT. A.F.F. O ° I ► ° . N ° ° ° 31/2"(min.)-4" _ , ° .. 9' - T1/2"(min.)-4„ v 00 — 00 y / — — _— rr m 0 •• TTT \ GARAGE DEPTH VARIES (31 /2"(min. - 4" - 34/2 (min.) - 4" GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD = I #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS , 2x P.T. PLATE �,P r ASSUMED FINISHED r = GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN � j FOR CLARITY NOTE: - _ * FOR BEARING WALL N - W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 31/2" a0 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E (2) #5 CONT. 4" 11-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP C@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" r--co"• R0 2x STUDS @ 16" 0/C \N\07 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN., Fy= 40ksi Cl)a FINISH GRADE ao 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] — — � t+. 6 MIL VAPOR BARRIER D mi_ #5 REINFORCING BAR R 17/8 #5 I AP SPI II • COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)m - 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SCALE:3/4"=1'-0" S3 I SCALE:3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. GRADE 1) #5 REBAR w/ OPT. )GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL,*� SCALE:3/4"=V-0" IIIIIII,S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" `- PAVERS O.H.D. RECESS z O.H.D. RECESS E t N M N 4. 4. • 1. 4 _ . o0 ' 1 T SEE A/S3 OR J/S6 I- �-, r�r • , I SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) 1' 8" (2 STOR) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN — • ' a INTERIOR 4- d .. -31 /2" � •• CONCRETE NAILS W 1 112 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB __:�! .. . . m _ OF E _ Nv I II i M 6 MIL VAPOR T_ BARRIER —I 4�4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE :::z___1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. --INSULATION PER CHART ON FLOOR PLAN ,__-CONT. BEAD SEALANT E ;d, = 6x6W1.4xW1.4 r, CWWF OR FIBERMESH r, T- — A' . I K S3 REINFORCING ,6 ,. SPLICE REBAR FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR _ _ " ".21 TOP OF BEAM IV (2) HTS20 2x4 P.T. PLATE 7/16, o.s.e. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS U-0" FIN. FLR.A (2) #5 CONT. 4" '-4 8" U.N.O. TYPICAL BEARING WALL @ STEP KCC SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U ° w 6. D w SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN ;, FOR STRUCTURAL r- BEAM SIZE & CONNECTION INFO -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE -SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. - SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. -TRIM PER PLAN SQUARE CMU BLOCK BASE, -SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) - BRICK PAVERS or SLAB PER COMMUNITY SPECS •. *•� 41 SEE FOUNDATION .t . • P. .• ,�, CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4^ = 1'-0' (2) #5 CONT. 11_F-.9Jf ON 3" CHAIRS 8" 1'4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2111 6x6W1.4xW1.4 5�! ci WWF OR FIBERMESH �, E v 8" .-1 , II OIEB'I. TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR IES 6 x 6 W1.4 x W1.4 r S.G.D. (U.N.O.) _ I WWF OR FIBERMESH SEE A/S3/J/S6 - ` 1 8" I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS c' I I TO FOUNDATION PAD a CONT. FOOTING STEEL I I MAT REINFORCING. r ' �Cn 00 z GRADE 0 LLj • z�w� w Hpaww _ z LL of ih L�L �I I I I � F .I� �I ,I��il i DOTING i v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N Q N d r Cv r 0_ [1- 0, y Lj C•: 7 y' `0 O 0 N Ff p N tJ F'E- SiP 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 structure) engineering portions oitha drawing pages bearing Engineer's signature and seal. W v 8 00 o �c ' qp LL = N N f� tNpp Q N # U. fq d►J 1� 0 - LL W r7a a le LL R 0 0o13 to G Ix m WCL W4<�ce - CZ N N IL)Jy OUL Z W ❑❑❑ ih z N z� z n V1 z vN Lu �U in � O LL, $ l� c N LU U Q Y • N On M LL_ � &� sLL zo EE o Hp_ nj � � ° Z O E ag= N N C4 c �a g& Z W b , 8 W ) U a� Oz SIF K5 < C U 3 o r— 124 >� rn 120 N U� L co CN 111147) T W O cv M iYS• Ir •Q O r 5004 Cfl N � J I� N r E 0 z z E 110 E c a U � ¢ 0 a) JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. S3 (MONO) vIrI�IWllln i ►ts_� I._ �!!I! (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 518" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOJ/4- ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTEWALL ❑ ❑ ❑ FACE OF BLOCK WALL I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS ♦� r CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE ` BLOCKING (TYP.) '—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT .■ r ... • • • •" 110701 1 one ■■�II ■ ININ im ■ ��� I11 NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J a cc FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 4 , A POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- SFF �Nw 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 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- 2x6P: J-BOLT TRACK BRACKET FOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) 1 (1)LSTA30 4'- 9' (2) 3) (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER ,) (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 O/C FIELD g 2 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR A STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' s�B.SPLICE STAGGERED 4 i ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. IN S4 F= 2240 LBS •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. AZ PLATE SIMPSON SP4 �01 SIMPSON SP4 --i TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 / SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 518"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW \ MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N L Q C,J* — N 0 V N ca ce U tl Z 'a O G 11 N d' c.. - ^. .; �>>- , — co J� 'O p o N 0 N aFtiN % • / �• v / • r• 4` �) 'l U,t v , iJ o"15 o F •` ;�,\w. C) 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 p ttpp 8 N S ft O 2 a w VrW LL U U-6. � 1 g2�� 0 ao 011 �O J m ��T . W_ul an z M¢ yLLOW N= U U W 0 t Z Cq z � S Z n - N U) N zCz f_a w g �U 0 W s Ln Y N = .) W �50 z; w M .J E E Z® Q �_ `° w o 28 z N � �01 �o u �� a> i C <$ uxu 8o ZE C I N O > 2 gb � W T� U N� �w �t � J� g OIt 8 3 c o T— E T al T laaaa c_fl 04 Ln A^l1 T W O GV r Lf7 INNER p IA Mn T 60 4— N o � F00— rCD 04 L[') co y 04 T r r Q Z a E 0 V v _j a o c JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. SIMPSON HGAMI( W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 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 SCHEDULE FOR SHEATHING DETAIL 45°t 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT @ 8 -0 O/C.WEB EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ & FROM LEDGER TO SILL 1!2" CDX PLYWOOD OR (2)10d TOE NAILSS @ @ E EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUMA GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR TH CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYPOS SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILSOSB w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORDEDGES 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 10/S5 SEE STRUCTURAL NOTES AND IA NAILING SCHEDULE FOR SHEATHING �- 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)1 Od & (2)1 Od 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 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 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 x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. x @ WEEPSCREED FROM EA. END TYP. TOP &BOTTOMBLOCKING, FASTEN WITHSIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TOMOISTURE BARRIERSIMPSON META12 w/ (7)10dx1 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM �° O.C. MAX w/MIN. 4" EMBEDMENT IN KO BL MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" m PLATE WASHERSIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA.GABLE & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24 WEBSTRAP SECTI0N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 41Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCKSCALE: N.T.S.TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N ;000 TES AND INFORMATION SCOHEDULE FORCING SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" AT RIDGEAT 24" O.C. ON TOP OF j EACH JOINT WN( ) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF R 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP. WALL SECTION FOR SCALE:3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° ADDITIONAL INFORMATION. IINIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ........................ 211x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vvr•1. VLP9r\119u GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT i SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w! 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d 6"O/C UNSUPPORTED, @ IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO /JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU y :CONNECTION 2x4 "T" ON TOP OF PANEL--/ I I I BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ j 1 Odx3" @ 4" O/C (2)12d TOENAIL17 SECTION K�9 1r SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/(3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. No NIIIIIIIIIII cc mm NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N O o UN 2 � N coc -0 I^ s: C) cn 0= — < c� . v v yl . Ca 0 LU N 0 UEt'Vvi r r�t�✓ x\ F U"r To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � � g n Lo0 w � � _ LL �i " Q oo u luu tl1 �rNiv� a N Y� ll. U_ (L W } 0 Z mca' 0 11 13 W<U o W aILZ a M Z O N Uy_Z O W ❑ ❑ ❑ z z � z Q� a N ' M V) Co ^ , W (D 'U� w 0 CLI �in (z as U=j =1® Q C �— m Z M o� E 0 Q a 0 E: U H r0 a� E. w� �0 aq° zoE o ,� N L �Z ¢ K_ ¢ ai G <� m1 K z f/i J - ` •�j� 83 Qi' W "z � Z�05 $I_ U3 C o r ai NCAD (7 T c6 � ^^11 T W O C-3 C'-3 YIr v m � U) V, O 00 c^o o i— O 00 o rn ' Cq L0 (V m Z Q E O z ra a E U 0 Q p c 0 JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 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 ROOF SHEATHING - SEE INSULATIO SCHEDULE - IRSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING — 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" 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 2X BLOCKING @ A. WALL m NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS UJ o i O N 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 TOTAL EFIRST RS /2 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. LAYERS 3/8" THICK EACH. RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w SIT LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA 91000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQQUAL AREAS. 74ETAL FLOOR SYSTEM SEAT ER PLAN 0 FELT PAPER FOR MOISTURE JBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC, KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON LSTA24 STRAP wl (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------- BAND JOIST `SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 l/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: • USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. liiiiS6� E S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION .-- B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 15/32" OSB �I EXPOSURE 1x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D �i O SECTION X-X IF II II Lu uj NOT FULL o HEIGHT SHEET C II II Z U) II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T _TEXPOSUURR II EXPOSURE 1 � SHEATHING W F II II II 2 SOLID2x o BLOCKING @ ALL fi III C III II II II I C SHEATHING 0 L� EDGES (SEE III OPENING TION X-X III III x II II � W II III x E r _ 2x STUDS W III III II II II BEYOND. SEE PLAN III I I I II I III II II I I o II Ll II to 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 Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". z _ QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ w QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL w LL Or ^ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } I— 00 W S w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z w , @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ` N w 0 O MEMBER IF GABLE END 'V � NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3141!z„ S 112" 7 — r zai IF S --1/2- SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanrai ai rxxiur. SECTION X-X rc, WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x —" CRIPPLE STUD TYPICAL (U.N.O.) SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL /— 2-ROWS 12d NAILS / STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS is EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) 2 1 (2) (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) 1 (2) LSTA30 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U_ U 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONTALSCHEDULE PLYWOOD SHEATHING NAILED PER NAILING SEE DETAIL C/S6 FOR MORE INFO IY nJ LU m EACH FILL CELL TYPICAL SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. n- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE � EXCEEDING 10 -0 (R302.11) 2X STUDS @ / BASEBOARD U0 TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @INTERVALS NOT " "" " 5/8 DIA. x 10 J BOLT W/ 8' x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4"to 6" BELOW GRADE @ 4' O/C, 2 ROWS STAGGERED EXCEEDING 10'-0 (R302.11) �� EMBEDMENT @ 24 O.C. W/ TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 177 SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS E ..-4l- NAILS AT A. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD .—,.- N '— a \ FINISH GRADE ; .� FLOOR TRUSS SEE FRAMING PLAN „ 2 x STUDS 16 O.C. �° TYPICAL TENSION 2600#. ) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE '- ` M � °D FLOOR TRUSS 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH � WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. :a SEE FRAMING WEEP SCREED 6x6 W1.4xW1.4 _ . a a • T Q z PLAN ' . INSTALLED PER MANUF. ,. — — -•— =.— .-- ,. •a' WWFORFIBERMESH • . •'• ---.°a.7.--.�.r--• __°.-�___�__-- • iv _I 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" a . I . . • a. • . \ • •. `' _ _ -III—III—I (I —I FINISH GRADE O/C FOR THE 1ST 2-0" OF I I NAILS @ 24 O.C. INTO TRUSS I I �• -III=III=III I I �..' ' III== — STD, 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT _ .' _ _ • �.4 -III—III III III III I (3) # 5 REBAR ON 3" CHAIR **" 4 1-8' (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK _ — =III —I I I I ,. 4 11 I; W/3" MIN. CLEARANCE _ (3) #5 CONT. ON 3"SEE r8. a• • I I -III .. , TYP 2-STORY WALL SECTION TAIL 2/D2 FOR 8" 1-8' CHAIR W1 3" MIN r l I III -III —I MOREENFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S`6 W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING V PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0' S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. O N C � U) - A �5 U? 0 0 0 O � 0 W / 2 0 N_ O N N �,,"• 4��tLE,4ti'a �'4" .� P .. • .. , Ali `re. s�✓{ r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Is .o g 0 g 0 w a tq�r-; LL CL he U. _� u o 13 Z =M°' 0° xo11 a UIC G W C/5 d a a a Z N M Z Ix N 0 IL 16Q 0 y = O U ❑❑❑ W z 2" z a E3 t/1 z0 v N ,� j 0 ,,, g c/1 c d t'O _ i _000. U c � 0 S� M M QE 0 ❑a c Ecli U oa go g¢ � Z � o g� 8 �Q JU 1 = 3t O _ d CD 03 o T ai N 0 c.,D c o �- CN W O N '0 IM T s 0 T V 1 m 0 00 r N 04 N 00 04 LC� T r m = 0 z c a E 2 hi v a _j Q o a JOB NO: 21-17099-17106 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). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED F NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP L--1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING �� MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED I I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU STRINGER CONTACT POINTS E � • \t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST 0111c SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER ALIGN THIS STUD WITH FACE OF 2ND RISER / 2x SYP CUT TO FIT 1 I BEARS IN WALL I _------2x12 SYP ~' BEARS IN WALL I '-2x6 SYP / 1 / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1X4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / 2x4 DRAFT RISER AND TREAD / STOP 77 ,,,r2x8 SYP DRYWALL STOP MUST NO OUCH STRINGERS T/ \ I I .--4-2x4 BLOCKING FOR 2x12 �/ I 2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE I \ PROTECTION L?ATTTACH ALL COMPONENTS TAIR TO CONC. W/ T" X APCONS @ MAX. 32" O.C. '--ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ j" X \ NAILED TO STRINGER 2 �' TAPCONS @ MAX. 32" O.C. \ / / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i -- \ 1 / G-1 _ TOP OF \ STRINGER I / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' I 2x SYP CUT TO FIT ' I STRINGERS G BEARS IN WALL 2x12 SYP BEAR E ` L-iii I 2x4 BLOCKING FOR 2x12 SIMPSON A35 IN WALL 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x6 SYP 1 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" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD 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 SCALE: 1" = V-0" `f 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX*/GLUED AND NAILED TO STRINGER �F`OR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE: i" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOC ON DECK —2x8 SYP GLI AND NAILE[ 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 POST PER CONTRACT, D L (2) LAYER" 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" = 1'-0" F SECTION VIEW SCALE: i" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO iNALL BELOW :L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X BdOCKING 2X STRINAR PSON MTSJ2 w/ I 10d x 1 1 /2" AILS 2�D OR 2X BL07NG 3 D RISK / ECTION VIEW "H" SCALE: 1" = 1'-0" ) f`- CO Li� J1 LL. (]- r -0 O s- Z L) < j) O 0 0 W a N N f r • .. v;., ,, ^ •.� �£. ��� y : s c, i f+ ' fft'ii78;i: .1� 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I � 8 cD g jq a� 4LL 0 G(a r�_ r- _jik LL W a 0 M 0 LL d t 11W a 0 13 ra.;; �00 9 M � 0 r� IliM IL IL Z � Z 6 T) a Q U S N U 000 W W z 2 � Zoe av J !_ Y1 m (n ZC1 Q� LL QX N � 0 LU (Ac „ now _ (� _ 0• o w Z M o. I LL E =� g a® Q m $Q= wo U zEOW N t W$ WWM C c x $ m?Q � z`$ J $p iZ z Z W� r c rn N 0 ctD T l_ r 1401 c6 IT— ^^,, W O C'V � s �_ IA m � 00 co 0 0 00 C4 l C) 00 N T r o E m � O H 2 y c a a o JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. ST *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE -ROOF PLAN SHEATHING J�BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" 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 PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4 ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS -� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=1'-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH v 1 is IT[ 4 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT V-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� 1 A r -----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS PROVIDE 30" LAP SPLICE @ F.C. REBAR. i —(2) ROWS OF 10d NAILS @ 4" O.C. MASONRY FLOOR TRUSSES SEE PLAN @ 24" O.C. DOUBLE KNOCK-OUT77 BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH - (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT r50'_� SCALE: 3/4" = V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT (2) SIMPSON SDWC15600 SCREWS @ PROVIDE 25" LAP SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN - 24" O.C. AREA S 1000 SQ. FT. OF -- FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO C APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, - MIN. 5" EMBEDMENT PER 54/D1 SPACING. _ DOUBLE KNOCK -OUT — BLOCK w/ (1) #5 CONT. IN EACH COURSE. ` FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. 70, LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O j O O SPLICE O O I O O O 2-41 SPLICE BEYOND PART.-ELEV. VIEW 9 R" (l r` ■ LIN ■ ■ C 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ LA PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. --,, PRE-ENGINEERED ROOF ----� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 0810. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD DETAIL - ADJACENT TO TRUSSES im_10A Tnr:ntetLS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6)•,162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL -)- SEE FLOOR PLAN FOR MORE INFO. • t STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) j"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL ruN� SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. GA FILE ASW 0810 SCALE: 3/4"=V-0" 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOAR ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN - MAX VERTICALLY NAILED FOR TRAP . _- TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W / OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF , TOP CH RI FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM AND SEALED PENETRATION AREAS W/ --- FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. ----� (TYP.) It ° I EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH o < SIDE OF STEEL "H" STUD. - - -- (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6)10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS - TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1. 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT 4"x4" INSPECTION PORT AT (DRAFTSTOPPING) OBE NAILED W/8d w EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO Z 0 1x P.T. BASE NAILER ONE SIDE OF THE M C STD. 909 HOOK FLOOR TRUSS FOR AN to a (SEE DETAIL) AREA 5 1000 SQ. FT. OF :5NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE "= \ (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER CONCEALED SPACE INTO APPROX. EQUAL AREAS. 47!­ TO�CHORD BRG. \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1` 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) N CL 4"x4" INSPECTION PORT. AT -EACH FILLED CELL (TYP.) (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR g�� 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION /PW01 SCALE: 3/4"=V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 - - ---- NAILER BASE B( PER SPI CONC. S SEE FOI, 6 MIL VI TREA• _ SEE PLAN TOP OF PLATE �-- TOP COURSE W/ �- LINTEL SEE PLAN SEE PLAN W WINDOW PER PLAN 8" C.M.U. WALL DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL LAB 0'-0" F.F. 00 VARIES WITH C) SITE GRADES SEE PLAN CV TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 � y p O co Lu- tL .1) c C to = 0 O N 0 N 1 N �,C�►Si3.Fddlr/ r�J j -,0�• * cr� 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. 8 o � C—, -' a u U. a _ 7r, y0 2 —r0c� S0 - a o �� mo pj Oi � ¢ ILW02 a _ C1) N Q U =a rn Ov W ❑❑❑ z � S z 9 z o N V . O LUQ) Ln YZN ' W — E-- E s � 0 s W M N _j � E 16 Zc Q � wz QQ as U p Z O o M N 1 ~ qi wo �m 2 wz � 9 z� NJ s � �a� W Uo �= J3:10 2: zIa p� 8 0 •y T > �- o� CV T + C� cfl c6 CV O M Ilona `o O (n O 00 N N � F-�- N 00 Q NLO 13- J a 0.' e T� � Z z E O UL U ¢ o JOB NO: 21-17099-17106 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM •, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT �� REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER (� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape '^ WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 Refer to the number marked as O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW 71 SELF -ADHERED - SELF -ADHERED FLASHING FLASHING 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER S.S SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER UJ rn Q� v a a I.- I rn = W w 1 w _ Cr �- O� Q Lu �I O _ U) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR O RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 0 0 :LF-ADHERED FLASHING kTCH IHERED FLASHING 1 2 4 5 1 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of L_i2 - BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, - - - with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. J. 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 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING 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 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 (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 ADH SIIVEASSHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/VVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. W t r R ' t nt Barrier 7.7.At built-in putters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a e esls a Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - v - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - - - - - SELF FURRING (SF) LATH tiw ^- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS ------------ IP A BACKER ROD IS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 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 ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all cV �oAW0 � 00 NC) rCn X •�LL- (I C C\i -L- �-'0 - lill (D v, CO 4 :> _ 'I A (,- N 0 N 0 N N To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. 0 a 2 00 g 0 �, ctz-o M Q �Mv "a x ��LL a _' cc Y0 C �. .M w?w t l C 4 r; m O J Wc°0�pjOO' ¢k Z ILW N MZ � !2 0 Q U � W O U Z ❑❑❑ 0 z z � z r; Q � a � PI C1 Q% �� _0 (D N 's LL � V O w 8 Ln N �(10 U � � . a 08- c „� W Z M Q IZ E ]O f <N 2 0 ►E W � Z O E 4 � N IT a �g o o Jv �a o �� 0 ZZ§ r/ m C F vI 4 w 2T � o W =-I U o' JZ < M5 MO IJ O Wo 0I $ t c T o124 rn C�V 0 cfl 1 co CN "' a) o r CV M Se r - ,_ m O U) O OO r 4- _ ^ ' ` V N t-- , V tl O OI N 0')J r` LO r E C Q Z E c a o U � q pre JOB NO : 21-17099-17106 SCALE : AS NOTED SHEET NO. WP Mounting Brackets (10 Gatfgei 4-1/2"x+112'x2-12" ~ �� See Anchor Schedule 50tu 1 /2y pia. A32S Gakc (Typ,) o r r Back cross Support (May be cut to W) Right Bracket (16 Gauge) k 14 Self-pril ling Screws 1 a3i$N A/C Unit Bottom Edge as Hurricane Strap (Typial(31n front) washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) 014 5elf-Driling Screws Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 1 N I N f 1 R M A T 10 11 *wall, wrowilratluo ssutrueslaa. Sae 1Mt.ssical wads a" Humooe Ass Bro4e- Reload Sod Donating rovial &Ie Upon feyraM ( star] rite wile aliew 226 f 1a Venison ranyioca ser Af9anatlen 2020 smon Vent Produos. Inc. casualty: structural Components eubCaing : ProduN9 Mmdw.d m e RauIt of Now Technology O.v-- c:" Method Evalud6m R.W Flom ■ Florida Registered Architect Or. Lldeetw Florida P,or sslara Engineer ANA ftpm-• Madtl NL.�.�.R. a Maur 1 t3ronVeMMoral A7540-M 2 6m.nVent Mod., e1540.511 3 am "Verdi Model 0154"20 4 a-IVent Mode101340.521 S SrMMVMt Modal e1540-524 6 STaIVrm Mws101540-570 1 amMVerrt Model I1540-574 Tea � Wrwndura Revision 2070 Drexel Metals. Inc. Caeparr: Reaang ApCabpay. Metal Recall Co rplere MNhot EMratim Raised fan ■ Ro ld. Reg -red Areneot Or a Licensed Florida Professional enghear LumnawobwAlL fft A tlToauee Mudd`,W, 1 DnaN Mtla R.o ho nyaam. Florida Depertrnerat of Business & Professional Regulation BWldtng Codes and Standards Product Approval Application Detail frft Or cos d 6rObor A U-yamo w My Michael (renm Hermes F. Norm P.E. Lochs Samoan P. E. (977)441.8309 PE-73778 (334)3011 MOO "t,09mvMnt lam Pape t or i tram1 1612 Out od*P wwm an •d raeAmnw Appgyw astue K2nBr2020 12/19=20 1228,2020 Apposed $lgY..liliesadfOAaa rti.,.d Duel Funalon Plood.nd VentilefonVant „xmLrdlm O.L 12/3112020 Aoa4vad to Use I(1!&142 Ym Accorensodfalla Ck&Wd&.Melx Yen )mPYY AWMast N/A Dealer, Shama are .10oAloo Ousl Function Flood Veabluon Vent 1.1,2020 Yet Y. NA .1001,00 InauNhtl FboO Vml 1213ifJO20 Y. Yes NA .1.110, Inwleas Flood Vent 12137nO20 Ym Yes NA .100F100 166qud; Garage Door Flea) Vent 12131 2020 Ym Yn N/A WA Wood Vhl lnulowd Flood Van I7J31n020 Y. Van, NA .100a100 14.saquaY (storage Dar Flood Vert 12131/2020 Y. Y. MAX WA Florida Department of Busirom & Professional Regulation psee, al Building Codes and Standards ihaIM21 Product Approval Application Detail IOWA c� 01 ad A U- VNIMs ad W Ied 1 d FT50 � gmb Jeaen enWnsG ZachFIV R. Priest LOdk4 Bowden to E- O&MOf7020 oeNon0M oftnMo2o i0rI WA20 Appr..d t302) 3051511 P674021 (334) 30o-1800 IshgnwlsoaexmN.- p Aonrawu 1st Um Appronmed tar Use mpacs tip DMC 1001,15, D18C 15095, DMC 1759, DMC 2006, 13731n025 Yee No NA MA160 DMC 6V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Drlall F.p I d3 1171=1 Qk am Olk Mae paildno 21M &JI1 Yalao H1maluMt 211dred err )row" Lim FRC Anorvel ARMUM ima R.N.lan 2020 Therma-7. Corporation am Jasperson Lyndon mmlo F. Bl, P.E. Ryon J. King. P.E. OT2ZW20 07n2/2020 a7292020 10/132020 ApprO rd Ce.gcry: Eder., Doers (e1)(1)6434426 PE43400 (W), 7674556 subesiagerl: Swinging Worler Door AnerMla9 gsefNnaon@memlevu eo ComplMns assents: GVoki.IWn Repord torn a m Flaws Rao -red Architect a. LWen sed Florida f Prorti alonr Engnm ,tsaJ!or soonert3gAsL,QngdlMgp gwoubu S Eon .ladutl�lt Annoyed for Um A9gIIYlQlot In.MM 9nttld, Lose MyNE 120 t i m= 20M t9mMEs 1 . Them,rTru Fiber-Ctaesic.nd amooM-Sl.r Normal 66s39;9 bad; ImpedBgwa Omqu. 12ailml No Yn Y. WA Compost4 Edge Fiberglass Singh Door (lns.ing brarho' X em0wrarlall 2 bClsaalc end SmOdh.916, b Th.n,e-m nar- Nara.) eaR3p;e aqua, lmpea6qud: Opaque 1M,n(121 No Yee Yet WA Canposke Edge Fiberglass Singh Door wit, ""a($10nm'hpXXnawln0' XO OX or OXO cmnguratlme) 3 c. Tharme-7m Fiber-Gasab and SnpotR3.1 Nonnal 6"WO &duct: lmpedequot: Opaque 12n,n021 No Yes Yes N/A Canposte Edge Fbfsg.s Double poor with a *marl eWe11. (hwhe,07utawhg XX or OXXO canfigur.timsl 4 d. ThormrTru Aber-C MiC end Smooth -Stet Nann.l 881139A &qua;im.a&qud. Opaque 12/312021 No Yet Yet WA Canposke Edge Fiberglass angle Door (lnswingfOua 1ng', Koo"grranlonl 5 e. Th" Tru Ab.nClask and Srnpdh4)Ier Nanha8&N39;0&qudlmpadaqud,Opsqu. 12Atn021 No Yee Yet WA CdnDOtt4 Edge Fbrgue Singles a DoWill SWehc(s) (InwahgNubwin0: XO. OX or OXO ampliurations) 6 rTh.mm-Tru nber-Cheri. end emooarser Nanhe16613P.06wd:ImFadlowt. OPew. 12/31,2021 No Yet Y. WA Cm,Dosle Edge Fiberglass Double Doerr with Or wlihcut 91ddn. (11,801 OuttWna XX a OXXO configurations) 7 a. 71r...Tra NbenCI.esk and Sxnoah-filer N-M.18413%66qu0tlmgedbqua; Gloasd 12e3iaO2I No Yet Yee WA Canpaster Edge Fberglass Singh Don (Inawnge uawang; K oonnwnppn) 6 h. Thapna-Tru Nbr Clsask and:3moom4fhr Hamm 6&039;6&qua:lm.q&qud. Glued 12f31n021 No Yee Yea WA Canposulte Edge Fiberglass 6hgla Door wKh aWelt.(s101-alifOu 10's. XO. OX a OXO cmfigur.me) 9 I. Thsmna-Tnr FIfoFOaslc and Smoan-Stsr monad 6&N39;6 Lqual;ImO.&Lqu1. Gnu. 12altmi NO Yet Yes WA Canpode Edge Fiberglass Double Door arlh a Mthwt $Walt. lheWne/Outswhg XX or OXXO -figuranms) Abnoyad for Um Approved for Use 110211d 2niM a10 C OWLELMM BMAELOWdow Conran Dlydlan2rl in HNZ QWAWLri)ftli 6ss111A f3 I. Then1r-TN 12 !,Clawe and SnaAh-sr Nominala13 8e;0 Bwot)mpediqua202 : Glued IMI/1 Ni. Yet year WA Ccmpook Edge Fiberglass Double Doer woh . wahW I Sldtlh. (nterho Cuhwi g; XX a OXXO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - F.gldl IA=l > Enfthr Or 291 20 2r1210rM 20 M= version Wnufacwrr Simla ®[ Y,rUM felE@ma FaC Approval Aboroved 4um Rouislon 2020 POT lnduobles Jmf Rooa.•eb Mon+Dsds BCCO-CER Meml-Dade WCO-VAL it1192020 1DrAM20 11242029 ypProued category: FAwla Dona (941) 4aa.0100 (78e) 315-75o0 Subcategory: Biding E.W. Door Assmbtre Ironaysu@p(/InOuebleac eawpllenn Yrhad: CaNsmuen Mark Or Llama am LUMLISLOMMO _ flWIICLAWEIOSt AaEOE1t1Rltle Apaoveefor IN@ lMEa9t 1� Am2 .-• Y r a M.nr $alb lrt 1Eao �ItAM aalntlsnmtt on NWHZ !L� KVHZ � EMUAL D s0 11(Lena! M.Oa Impad) VxrA eking Glees Ducar 0//142021 Y. Yes Yee WA October 9, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prcMde the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Sm oath-Star(NON-IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2021 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16 FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 211612024 C. FIXED M I Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328 NIA 6/29(2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 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 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 iWA 12/31/2021 6. STRUCTURAL COMPONENTS ECTORS/ A. _WOOD CONN . _ .. _ _ _. _ ...__ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 _Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F L158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the fallowing information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE i Florida Department of Business & Profeenlonal Regulation Building Codes and Standards Product Approval Application Detail Pepsi 013 117f2W1 antifty or an Dole PWWM 110 i� U MNNOGis(K sra�a� vwwm d se waft f �m a" Revislen 2020 Therme-Tru Capaaaon alive Aspsrean Lyndon F. Mitsui, P.E. Flyer, J. Kbg, P.E. 012°,.2020 OTf12202D OFAW2020 10/13f2020 Approved Caagarr ruterbr Dona (900) 043.7024 PE-13409 (813) 797-6%5 S bCdoganr: 9a' M" 9oorhr Door Afesimmal elw-so ittntlmatru co comik Ys Momw: rualutli" Repro tan a In Ronde Registered Archted or a Licensed Flalde Professional Engineer OurnYAssrance ADWOvsdfWUM A .fg.Its1 IMo19t QWIn funs Product Illegal. rTsaalsiilMil , Si a n then gmsideMW noms a GnYEf 1 beap a. Themm-Tru Raeac and Smooth -eta, Normal 66430.8 egra;Yrpeclequ0t Opaque 12012021 Yea Yee Yea WA Cmlpoate Eclat Fibrger" Single Door (hoMnardneWlna; X 0org nation) 2 b.Themm-Tru Rhar•Gasio and 8madh-81ar Nanlna18663a;8 equd;Hgd6quot Opaque IM12021 Yee Yet Yee WA COmpoateEdge Fiberglass Single Door Won adelfe(s)(ln h000mmtrlg: XO. OX or OXO cmewratione) 3 c. Thfml.-Tru Fiber -Classic and Smooth -Seer Normal tl$ON;$ &qua:9rpsadqud; Opaque 121312021 Yee Yee Y. WA COnpoNts Edge Fiberglass Double Dw fah or wshcul sdellea dns*np(Outwrig; XX or OXXD congeurtlbn.) 4 d. Irh& .Tn Rb.r Iaeale and san0oM-atar N/�RrN�n�d 8eA30ddqua;itgctdqud; Opaque 12/31/2021 Yet Yes Y. WA Carpoeta Ede. Flberale. canoe Owf hMnp/Oul4wing: X croswnbm) 5 cThemla•Tru Rber-Cleslc and Smooth -Mar NaNna186A30;0&qud:wrwdaquot Opaque 12131n021 Yes Yes Yes WA Ccflposle Ease Fiberglass englo Doorwith 11ddae(e) flmMnpgUSWnp: )(O. OX or OXO Wlflgertlime) 6 L Therms-Tru Fiber-Ossak end Srnoothear Nunna 66039:040101;ky"d6quot Opaque 121312021 Yet Yes Yea WA Corrpoale Eage Fiberglass Double Docrwbl a elm Od little. tlnwxinydrls4lnp; XX a OXXO O"figurrlms) 7 g.TheRRSTru Rbor-ClaWc and SMOM-Slur NaNna 86";86g11a:a1Maawd: Gazed 12(312021 Yes Yet Yµ WA Canpelle, Edge Fibergesse Single Oda (bninplOulaw". X cmiwrailm) 8 h. Themm-Tru Flberdesac ale amodh-Bern Narinal 0"A 8qua:knpaaaqud: CNeM 12012021 Ym Yea Yes WA Ca,lpoals Edge FlberDms Snot Door wlh stl.lfert) (InWnyOdoW ng; x0. DX or OXO cmfgunlione) a I. Thamu-Tru FbsnCNnlc.nd anlooih-er Narind 88039;84qud;4alsd&wd Glared 12/312021 Yee Yee Yet WA Carpool. F11i FIOo alsee Double Dow with or without suedes IlnfMnyWlMnp; xx a OXXO connerrelon.) 10 1. Thanna-Tru Fba,.Clsrsc and SITOcm.e.r NO IM-a4. agMpad 12,31/2021 Yet Yee Yee WA T nFld.W �Ned (ns tnVOulswimg: X cmeplreRon) 11 k. Therme-Tru Fbet-oaeac and Smooth -Star Nonnal 86"I'D 4mot:Mpa41&quol Olazed IW312021 Yes Yes Yes WA COrrposle "a Flberph. anal Door won sdalb(.) (Inawingloutewlna: XO, OX or OXO W11pura lots) 12 1 Tirana-7ru Fbr-Chadc and au x*uar Nominal a6139:04,cNot;klp&o&gUot Glazed 121312021 Yet Yee Yea WA CanPOW t4 Ede. Fiberglass Doubts bow with or With OW Sdott. IlnawinWWw*ine: XX or OXXO conflourNI.0) 13 M. Therme-Tnr Fiber. pstow and Smooth -Sher Nannr Same &Wool:Vnpadiqua; Opaque 12n12021 Yes Yee Yee WA Compact. edes FlbryN" angle Door Won &gFd;Non,Irpsddquot soatalsl (hsMnp/0utswing; XO. OX a OXO cmlpunUau) 14 n. Thants-I'm Abr-Clasad and Srnoom-81v Nominal 66430;64gss1;krosdaquot. Opaque I V312021 Yea Yet Yet WA C-0001. 6dg. FlbsraleM Double boar lam s*ot:Non-Ira**&qud Scarlet let onsOnWoutswina: OXXO uAMpunlWn ) 15 n. ThrrmeTu Flba C16sacend&nadA-abr Nominal 46A390 dglaa' rpW&quot Opaque 17J312021 Yet Yee Yet WA Cornwall. Edef Flbeross Single Door Wkh aqud:tJm•Impaaaquot s6NXMN (hshnsrOunwing; XO. OX Or OXO em%or alone) 16 p. Thera -Tnl RbenClNssu and 8'no&b4Mr manna] aam:0 &gld:srpad&quct: Opaque 12/312021 Yet Yet Yen WA CeIrposn Edge Flbwglaee Double bow WHO, zqud;NOn•Imgd4qud, sddkes OnsainglOuteWne. OXXO emflwntbn) 17 q. 7ft w T'ru Rbar-Classic ale emooa•Mor Nthana d&Ad9A&gsaorn ;Nlmw p.ctid; Opaque 1201n021 Yet Yee No WA Corolla Edge Fiberglass angle Door (hssingrOutewinp: X cmlpunnon) 2s r. Therm.-Tru Flbr-Clank and 9m0d14har e10,11 l 66A3a8 agra;NaMmpa@l,qud; Opaque 12131,7021 Yea Yes No WA C-4.0eGabe Rberpla.enpaboa 11h SIdelb(t) IlnWrplOusainp; XO. OX a OXO cm6wralons) K9 f. Thrini nFber-G.po.nd Smadn•Sfar NVNntl 661g9;e 4qua;NOrlirr"W4d; Opaque 12u31n02/ Yet Yet No WA Ccnlpoehe Up. Fiberglas, Double Doawith Or with out SIdNk. llnsenomselna: Xx or OXXO cmfq,rstimn 20 1. Therne•Tu FIbNG.HIc and e1Vo Elsl NwdnY a&1a3904oud;Np Irrp.duoupi; Opaque 12A12021 Yee Yee No WA Campo da.Ede, Fiberglas Single Door (k inuir enta.0 wln9; X cmiwnNon) 21 u. Ih m Tru Flbar-ClesNo and 9Modh.al.r Nominal 8&VA.04qud;Nm.lmp.d6qud;Opaque 12012021 Yet Yee No WA Carpoaltt MWO Fihegen Snar 0-Wkh sdwlas) IlnsrhnprOusuaina: XO. OX a OXO Cmlywrwlma 22 v. Thenle-7n Fiber-Ctaede and Smoogr9tar NaNna8WgA 8pua;NeTlmpaet66uat; Oppus 121312021 Vn Yea No WA Compotlto Edge Flberpas Double Door vdth a w1Nwt g%clW" (Inse/nglOutsW ng; XX a OXXO canlyGnllmN 23 w. Therms-Try Fiber.Cbawc and amodh-Scar Normal 88A3a:64gxd;Narlmpad6Wa: Gl.s.d IY312021 Yn Yet No WA Carpodt. Edge Fib -glass snag Door I hswingmuhwln; X confw,a0on) 24 X. Themw-Tru Fber-Clatal0 and Smooth -Bur Normal 94039;6 6wa;Nm-Impad6qud; Oland 1=117021 Yet Yet No WA Con"elta Ede. Flbr(js. any. Door In edelfN.) j~-111104"na; KID. OX a OXO =fburdlans) 25 YTIlerma-Tru Fber•Closale and SmooSrSlar NaninN 86s3a:86quor;NalYlnpea6wa:Olezed IM12021 Yes Yes No WA CW"06 Edge Fiberglass Double Doorwdh Or wean slue]". Il.".groo"rig, xx a Oxxo conl"Ibrial 26 Z. Themai-Tru Flea-a"dic and Smooth ou Nonfntl al".10&qua;Norl-imptouqua: Glazed 1N312021 Yet Yes No WA Claposlts Edge Flberala. single Door (nwoorouMWIna: X cmigunnbn) 27 n. Themla-7ru Floor-Clasac and Smooth -Star NaNnr$"NP 4casmAohimpaa4quo: Glazed 12M2021 Y. Yoe No WA CalposXa Edge Fiberglass Single Door wkh sdNlNs) OnaWrglOuta*r(p; KID, Ox or OXD ..09.rationol 28 xh Themes-7ru Fiber-ClasNc and sfaolh-&a Nmenel 6643994qua:14 11rnpaa401a: Gland 1=12021 Yet Y. No WA Cmlposi/e Edge Fiberglass Double Dow wdh a Nth sit allot. (lntwlno0utaoing: XX or OXXO configurations) Florida Department of Business & Profmicur al Regulation Page I a Building Cafes and Standards 1*=l Product ApprovAl Application Detail AW&JE tall a" t» Plead, am VW- NIMiaglo i id7lYaL'l EndnerilJem.e j(j�,@( iLlkW d gubmitted FeCAmnd AscroM ftlMW. ReNalon 2020 Thoma-Tru capCntlm film Jotpaei roLondon F. Smna. P 6 Ryan J. King. P E IOM3/2020 07)122D20 07/MQM020 10n32020 Appawd Caleaar. 6doa .Aa O. (8001843-7628 PE-43409 (813) 767-6555 e,IOOal.e rrr: awhging 6001. OWAtssmble. 9lpepaf.aNg0lerin4aa.00 Carrolton. Mothod e"ustlm Raw toms In Floozie Reeltl.red MmnM Or a Liwnsed Florida Prohuional Ennfer MOUAmlra AEaramlr1au11 AUKAUAIZME keRM 20im jpa $ale o.Qluz u SmomMJd lama 2UNOd L&M ENJIM 2.- 1 a. Tbenn-71u fAtt-CWflt and BmodMBtar NomfnM6M39:06e1ctNm-Inlma6qud:Opa(pe 12/312021 No Yes No NA OWWOale Edge Fiberglass Shoe Door (Insmrafour5wlne: X omQauration) Ims Ytdsa fonnudlglanr. Reaam 2020 MI Vwndoaf sod Doors Cateelory: FJdena Doors OuhCstogoiy: eking Extrser Door Aa.amblef CoarplMrnce McMot 6YeNsem Report Man a M." Rryderwd ArchNs l as Used Florida Lwuuaabwmkk, Prdesslanal Engineer WA 1 SERIES 420ALUMINUM SOD 2 SERIM 420ALUMINUM 6GO 3 SERIES 420ALUMINUM SGO REINFORCED 4 SERIEB 420ALUMINUM SOD REINFORCED 5 SERIES 420ALUMINUM SCE REINFORCED m. � 11110YiYi w RW1alm 2D20 wrowoolon, a division of OVsm4ld Door Corporation Calapoav: Oneonta Done aubCO NROrrr aedlmal 6atwbr Door A.WrObil. Carrell-Nathpp: ".MI. R.pW Run a Florida RegisteredArohneel a a U.nmd Florida !ilS4tJ�.Ltarlg� Prot.stontl Endnsw ANA P OdL_I Yodat lalntler a Y._ __ 3 6000,0100/6200 A1105 10 SON41MI200111D 11 1000410018200 ri 124 Florida Depsftment of Business & Professional Reguladon Building Codes and Standards Product Approval Application Detail Par 1 02 I *=1 ECIAIY fall a" 211pbOM ➢seta 22= )10alroses & Utions, YJi Y611delea 3l1.egiliad F&C Apprortl Appled ]Ariz eenl allow Luls Roberto Lamm anion M (lam, PE 1=11 2r) 1010642020 10/19no2o i2m5/2020 Approved (717)396-3300 PE-62514 (717)317.6454 budnper@mlwd.com $aitKl O SERIES 42a ALUMINUM SOD OXO 9�LA9Wiln9t SagYaMJlrrJt10g.014 IZ012024 AaIM*d1xim ANK92miNAM In HVINZ 91111WtJ001i No Yet kill" R1tMtlat No 229M Pitwrl WA 145-314&quo1XWqucI: NON -REINFORCED SERIES 420 ALUMINUM 800 OX XO. XX 12/3112024 No Yet No WA 66&4u9t;xSOequOR NOWREINFORCED SERIES 42CALUMINUMSGOREINFORCEOOXO 12Ain024 No Yet No WA 148:3/4Mquora9Wu1* SERIES 420 ALUMINUM SOD REINFORCED OX IM12024 No Yes No NIA XO,XX9%qu0tA Mqud; SERIES 420ALUWNUM SOD REINFORCEDXXX 12/31n024 No Y. NO WA 147agW:x968qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ft Dwayne Ka111an John R. a.i. (33D)793-8121 PE-61137 dkomltll@twyno•tlanmc an Famauct 9M136: Max ulr ' 14&139; Mea Ion. bled. is&= In el aInh,4403IX hoot. 16MR39. Mae ekes 146A39: MIX Mont. Olaanp t"florbis In top a IMem,odlato,salon. lassel; Me' Wdh, 14aM1(F, Mr. height. Glesng -11W A. In top a htartnsdltte.tcllon. P.pe i all are=1 an au fmmrga 292 Wickliffe & smalfm f lobill to tscAgafftd AEEraniM fitlEtl JorMay P. Amazon. P.E. 1D112rA20 11929n020 10=020 12ASM20 Jppraued (904)821.8200 CgoM mirrmnnot ingvhz OmatHlMi Rtalract Pawn 1?/J12023 rib Yes Yes +31.001-35.00 1N312023 No Ye/ Yes .30.0003.00 12212023 No Yet Yee .34.401-30.30 -p--F O N Cn O fig Q C O CM Co N 0-0-0 O "i C N CU � O C° LL .� cn a? o Q I- -0 . = V Q Z Z W J V 7 > L ae/� t"/ [y/ m I.La . C >r 1 ti -0�1� r*lv- ,: _ p O - 0 t :6 -;1} 0Z3 LL) Cn L. CD E'afte-all v / CU O L CL O Q L U =3 Ils-0 L CL Cl) ICU a..6a1 H O L w� Q W z J Z Q J IL SHEET N0, PA 1.0. N O 0 L 2 C. O O c CL .� ^^++ O O W c O LL. ICU 0 _ _ iti p > .� E a CU N Q H.O._Cn< ■ O ■ fff� V O O L Q fJ O i U V m W Q Z Z Q J a. SHEET NO. 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ALL !bllPlBdOf Ara Gfrl Yatlp[g ALL Orl AtfElodaf Art �r Q) to CU CD U j O CO O Simpson Strong -Tie 2020 FBC Approved Products uDtla@d,2r30lZ020 Simpson Strong -Tie sil2il FBC Approved Products updated,v3orzo2o Simpson Strong -Tie 2 Q (U "p .� U � C (p Cn O O 2 Q = O E O .� Q Q% Cl) .CU !` o O Q �^� Q .� VJ O ■ ■ O W U O L� °- V V, V m W Q Z Z Q J a SHEET NO. PA 1,2 02O FBC Approved Products upwked,zrsorm2o Simpson Strong -Tie ZOZO FBC Approved Products upat@d,2rso/zozo For dicer Inks to VI S8T apprwslf filed below, CLICK MiRfi. ra elect Inks to all SST approvals Isled bNow, CLICK HERE Fa dt'@Ct Inks to all t38T fDprwels Voted below, CLICK HERE For drool InKs to all SST appfwds laled bNey. SL!rK um!e Pa additional yl/arfnftlarl regarding Flafld@,'f Statewide ProAlal Approval System antl Msrrs-0rrde County Natlt7e d Acceptance (NOR). r_i rrK M:!_ For adtllbnel IMamedan regarding Prairie's Statewide Product Approval System and Memi-0ad@ County Nature a Acceptance (NON, ri rCK t!gRR For fddtkxrel information fegrvding Flattlt'f 8tetswkle Product Approval eyetem Yr0 MaM-0ad@ Canty Notice or Acceptance (NOR), CLlrK !!!Rfi For additional Vdarmftlm regarding Prairie's Stslawid@ Product APpr�'f, System and Maml-0ad@ County Narks aAoceptence (NOR), CLICK MCAT, FLN�2356-R7 FL#10446-Ra FLk1o458-R5 11 NUS, HU3C sorbs hangers Face -mount hanger available In widths ranging from 1.518" to 3• 9/10" and heights ranging from 45118" th 11". Concealed Range ,y�,J� ggduct Modal. Number or Name Product Descrfotlon � Product ModN. Number or Name Product Description � product ModN. Number or Name Product Descdotlon version (HUSG) available for modals having width squalto or 1 Tlton Stainless Steel Concrete a Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A36, A44 Angles 1 BT, 8T6, BTH Brbk Tin greater than 3-9l18" 2 APA21, APAi, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS aeries hanger Face -mount hangers available in widths ranging from 1.718" to 3• 3 AP844, AP844R, APVB08, AP688R, AP688, AP888R, AP81010, APH101OR, APVB44, Outdoor Accents Poet Bases 3 CS14, C318, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1/4" to 18'. FLff,aSaa.Ra AP1l644R, APV688, APV688R, APYB88, APVBBSR, APV61010, AW810, OR 4 C9HP18, C9HP20 Coiled Strops 13 LGU3.25SD3, LGU3.83SD6, LGU5.25-SDS Face -mount hangers 4 APDJT24, APDJT2R-4, APDJT2-8, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVOJT2.0, Outdoor Accents Deck Joist Ties 6 CTS218 GomprssebrYTension Strap 14 LU24, LU28, LU28, LU210 Foos -mount hangars � Product Model. Num trot or Name �Q APVDJT2R 8 8 DBP, SSp, TSP Stud b Plate be 15 LUG28Z, LUC2102 Face -mount hangars 1 SD10112O68 Outdoor P,awrda Connector Screw 5 APHH48, APHH48R, APHH810, APHH810R Outdoor Accents Heavy Hangar 7 H1, H10A, H2.5A, HS, H8, H7Z, H18, H16S, H18-2, H1&2S Hurricane Ties 18 LUS aeries hangers Face -mount hangars available In widths ranging from 1-9118" W 4 2 809112, SD9212, 3D10112, SDI 0212 Strong -Drive SD Connector Screw 8 APL4, APLB, APT4, APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents Land T Beaim-to-Column Ties 8 HOT-2, HGT-3, HOT-4 Heavy Girder Tiedovm 518"and heights ranging from 3" b 10-1Sit 8" 3 SD911258, SD9212SS Strong-DrNe SD Connector 83 Screw 7 APLN24, APLH24R, APLH28, APLH28R, APLH210, APLH210R Outdoor Aowrrts Light Hanger 9 HS24 Hurricane Tie 17 MGU9.83-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SDS Facs•mount hangers 4 SDCF22434, SDGF22512, SDCF2281 d, SDCF22700, SDCF22858, SDCF221014, Strang -Drive SDCP Timber-CF Screw 8 BVLZ Brick Venter Ledger Connector 10 HSS2SDS1.5, HSS2.2•SDS3, HS32.3-BOS3, HSS4SOS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hanger available in wldtl,s ranging from 1.9118" to r SDCF221134, SOCF221334, SDCF271968, SDCF272358 9 C6T2Z: CB74Z Concealed Beam Ties 11 HST2; HST3; HS75; HSTe Straight Straps 1J8" and heights ranging from 8-15/18" ib 5 SDCP22434, SDCP22512, 8DCP22014, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDGP TimberCP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJTBZ Conceited Joist Tien 12 HTS18, HTS20, FffS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS28, MUS28 Face -mount hanger 9DCP221100, SDCP221134, SDGP271400 11 DJT14 Deck Joist TO 13 HTS01 BKTZ; HTS020KTZ Heavy Twist Strap 20 9UR, SUL; SURD SULCsenes hangers Skewed facer -mount hangers available In widths ranging from 1- 8 SDHR27400, SDHR27814, SDHR31400, SpHR31814 Strong -Drive SDHR Combo lead Screw 12 DS Dry Wall Stop 14 IFTA Light Floor Tie Anchor 9/18" b 3.9/18" and heights ranging from 3.1H B'to 13314", 7 SDS25112 SD625134, SD325200, SDS25212, 50.525300, SDS25312, SD325412, Strong -Dyne SDS Heavy -Duty Connector Screw 13 PCd, FC8 Framing Clips 15 LSTA9, LSTA12. LSTA1 b, LSTA18, LSTA21, LSTA24, LSTA90, LSiA98 Straight Straps Concealed flange version (BURG, SULC) available for all double SDS25500; SDS25800, SD325800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on y tbwe flange b concealed. 8 SpS251128S, S082520055, SOS2521255, SDS2530065; SDS26312SS Strong•Dr'rve SOS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers evaibble in widths ranging from 1-9118" to 9 9DWF2718, SDWF2720, 6DWF2724, 3DWF2728, SDWF2730 Strong -Drive SDWF Floor-to•Fbor Screw 18 H2A, H2:5T, H8, H10A•2, H10S, H14, HGA1Q HurrlcaneTies 18 LT512, LTS18, LTS16, LTSZO Light Twist &trap Wand helghffi ranging from 2.5/8" to 11.114". 17 HCJTZ Heavy ConceabdJostTb 19 MOT MedlumGlderTbdown 18 HH4, HH8 Header Hangers 20 MST27, M8T37, MST48, MST80, MST72 Straight Strops Fl.it1t1007-R! 19 KBS72 Knee-Breos Stabilizer 21 MSTA9, MSTA12; MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA90, MSTA49 Straight Strops FLaf0887-R6 20 L30, L50, L70, LBO Angles 22 MSTC28, MSTC40, MSTC52, MS7G88, MSTC78 Straight Strops As" Product Product Model. Number or Name Product naacrlutlen 21 LCE4 Post Cap 23 MSTC48B9, M8TCSd83 Pro -Bent Straps � Product Modal. Number or Name -� product Description 1 ATR3/8, ATR112, ATR518, ATR3/4 Threaded Rods 22 1.530: L560, LS70, LS90 Skwvabb Angles 24 MSTIZB, MSTI38, MSTI48, MSTI80, MSTI72 Straight Straps 1 BA series hanger Top flange Hangers available in widths ranging from 1 9118" W 7- 2 ATUDS, RTUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 L3CZ Adjustable 8teirStringer Connector 25 MT912, MTS18, MTS18, MT620, MTS24C, MTS30, MT830C Medium Twist Strap > � x � �M+ 1/8" and heights ranging from 7-1i8" l0 30'. 3 BP318.2, BPI/2, BPI/2-3, BP5/&2, BPSIB-3, BP3f4, BP314-3, BPR7UO3.4 Bearing Pkt'na 24 LSS,126L2, LSSJ28RZ, LSSJ28LZ, LSSJ28R2, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 28 NCA3t10.12, NCA2x12.12, NCA2x8-18, NCA2x10.10, NCA2x12-18 Bridging 2 DGBF aeries hanger � Top flange hangers available in widtho ranging from 3-5J8" to 7- 4 CNW318, CNW712; CNW5J8, CNW3l4, CNW5/8-1/2, CNYY314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210.2, LSSR410 Fkk! Adjustable Sbpeable/Skewable Hanger 27 RCW812, RCW814 4Va9 Gracing CV Q (, (.V 118" and height ranging from 9-114" to 24", 5 CTUD65, CTUD85, CTUD88, CTUD75, CTU078, GTUD77, CTUDI37, CTUDBB, CTUD97, Coupling Tatra -Up Device 20 LTP4, LTPS Tie Pates 26 RP518, RP322, RPS28 Repair Piste Strap 3 DGF sorbs hangers X Top flange hangers available in widths ranging from 1-1/2" to 3 CTUD98, CTUD96 27 Mt23Z, NfL24Z, ML28Z, ML28Z, ML21QZ Angles 29 RSP4 Stud m Plate Connector (� J„)r- � 5/B" and heights ranging from 7.114" to 24" 10ad Ill MIAMM InAla-DA3mcotzlr Y ff6= PRODMIrcaOMOL SECTION 11805 SW26 Surety Rom 208 DE?ARTMEATOYREGULATORY ANDECONOMIC RZS0URCES0=) Mums, F3aii 33175-M4 1 OARD AND CODI AD1d10USTInATION DM:4r W T (796) 315-2M F QW 315-2599 NOTICE OF ACCEPTAIN CE (NOA) WWW. 'Xff1W 4W PGT Iaubnctries, Iaac. 1070 Tec6ngiev D&t . NertitVtinier, FL 34275 Scam: ThisNOA is being issued under the applicablendes andregopaboas govanwS the ase of construcdonnuttmiak The documenis onsabminedhasbeenreviewedandacceptedbyMsami-DadeCawAyRER-Product Control Sectionto beused in Mami.Dade Comity and otherweas where allmed by the Authority l4aving Iuris&ctim (AHJ). 11=.N0A shall notbe valid after the expiration date stated below. The Miami -Dade Comity Pzoduct.Cantrol Section (In Komi D►ade Gott+) andlorthe ABJ (in areas ocher than Miami Dade Caoaty) reserve the right to have this productor nmas6rsiat tested for quality asurtmce pthgmses. If d= product or material fails to pe>farmin ttie accepted manner, thentamofidwer will iacurthe expense of such ftsting and the A.AlUmay iumhadidely revoke, modify, or suspend the. use of such product or material within their jusis&ctiosr. RER reserves the right to rewire this acceptance, if it is deummined byM>ami-hide County Product Control Section that this pwduct or material fails to meet the requkmhenn of the aWlicabde.buildiag code This product isapprovedas descrl dhes eon andhas been designed to comppiywith Ste Fkmda Budding Code, snug the High Velocity Hun icane Zone. DESCRIPTION: Series a1557W.2 770" Vigil Sliding Glass Door (Rcinfwced) wMv 900 & 135° carters-L.3d I. APPROVALDOCIL-Aff T': Drawing No.11ID-55W.0 R:evB, titled "Vinyl Sluling Glass Door N OA (LW,sheep 1 dumugh 21 of 2 1, pseparedby snanobtum, dated 10/05115 and last revised on 0,101/21, signed and sealed by A. Lynn Millff, P.E., bearing the MWni-Dade CountyProduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Mum -Dade Commy Product C*s&ol Section. NfusIIz IMPACT RAmG. Large sad Smaul &sib imp et Resistant Lin dtafloen: 1. See table 1(sheet D and table 2 (sheetD for applicable SGD unit sism design pressures, veidamceaenD qj)j es, glass types, sitl tamer (see tables B-1 & B-2, sheets 744 and anchor layout sheets mequiresumta in 11 Ova 16_ 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coaled (Painted or laminate) white Rigid PVC to be labeled per zelte moedNOA's mqukesneos. 3. Egress operable doors must compty with rain clear width or htsot perFBC regairemami, as appli;caW 4. Pocket walls wader separate appzosral.. to be revievted by Budding official L ABEIX'G: Each unit shall bear a peartaanent label with the mamrl'acturei'sname or loge, city, state and series and following statement: "Miami -Dude County Product Control Approved", noted herein. REi"EWALL of this NOA -hail be coos Aered alter a renewal tpplicmiign has been filed and there has beano cheap in 1he applicablebuAfing codenegativelyaffictn*the perfonneweofthisproduct , UMMN ATION ofdus NOAwt'ti occur after rise t xp ratioon date or if diew hasbeen a revision or change in flee maktW use, and/or mauufactare of time product or process- Mis aw ofthis NOA as an eadonm rent of any product, for sales, adcer ising or any othefputpom shall automeficallyterminstcthle NOA. Failure to comply with any section ofthis NOA sbalibe r.aamae for terminatimandremuvel ofNOA. ADWRTrSEttIENT: The NOAnumberprecededbytttt words Maati-Dade Cau sty, Florida, and followed by the expiration date inay be displayed in adverbsing?future. If anypottion of the NOAis displayed, then it shell be done in its entirety. INSPECTION: A copy of this entire NOA shall beprovided to the user byihe nsswfitctaw or its diskfttors and shall be available for iuspectina at the job site at the request of the EkWilicg Official. This NOA m ises & re news NOA#20-0129.08 and consists of dusparge 1 and *,Mebcepages E-1, E-2, E-3, E4, E-5 & E-6 as well as approval document ammttioned abonr. ire submitted documen I ion was mviewed by Ishaq I C mada, PE. NOA No. 21-0206A3 Expiration Datet Ape�it 14,1026 ,f i� �'.17 y�., Approral Dat& March 2S, 2021 Paae 1 PGT Industric% Inc. NOTICE OF ACCEPT-AINCE: EN7DF_NCE SUBMITTED 2. Evidence SusbmkW under previous submittal A►. DRAWINGS 1. Drawing No. D1D-5570.0 Rev B, titled 'Vinyl Sliding Glass Door NOA (Llbl)", sheets 1 ftough 21 of 21, prepared by n%m facturer. dated la05115 and last revised on OC22/20, s;s ped and sealed by A_ Lynn Milieu, P.E. B. TEST'S 1. Test reports on: 1) Air Infilbation. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test. per FBC, TAS 20294 4) Lange Missile Impact Test perFBC, TAS 201-94 5) Cyclic Wind Prosstrre Loadingper FBC, TAS 203-94 along with marled -up drawings and Vision diagram of all PGT Industries. Inc - representative units listed below and tested to gtmali#"y Dows t 791 and Dowsd 993 silicones, prepared by Fin Testing LaboraEtoryr Inc., Test Reports No.. FTL-7897, PGT PW5520 PVC Fixed Wwdow (men 6 in proposal), dated 09103/14 FTL-20-2107.1, PGT SGD780 A>tannninn Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alin Outswilrg Casement VA dow (unit 8 in prnpasai) FTL-20- 2107.3, PGT PW7620A Ahwriounl Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Find Window (unit 10 in proposal) dated 07/13120, all signed and sealed byldahnis Ortega, PX_ c. cALCLTLATIONS 1. Ancleor ve iftta3tian calculations and structural analysis,, .complying with FBC 701 Edition (2020), dated 04.2200. prepared by mamwfactmer signed and seabed by AnthonyLylm Miller, P.E. 2_ Glazing complies with ASTMEINO-44, -49, -12 and -16. D. QLTAI.1T1►' ASSURANCE Miami -Bade DgmtmW of Regulatory .and Economic Rtsou im (RER). E. MATERIAL CERT'Il`ICATIONS 1. Notice of Accepta ctce No.19-0305.02 issued to Kurarar Ammer ca, Inc. fortheir ` Tres ifeW 13traclear, Clear, and Colarr PVB Glass Interlayers", a q*ing on 07/081i4. 2. Notice of Acceptance No.17-M&02 issued to Kurraray America, Inc. fortheir "SenttryGbst (Clear and White) Glass Interh voif', expiring on 07/041-73. 3_ Notice of Acceptance No. 18-110610 issued to Vision Exhusious Limited fof their "Brown. Coated (Painted or Laminated) . White Rigid PVC Exterior Extrusions for Windows and Doors", expiring an 09/30124. A. Notice of Acceptance No.18-1106.11 issued toVision Extsusiow Linnked for their semis "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 1229/21. 4 5"7 f Is"q L CLawda, PE. Product Control [fait Supervisor NOA No. 11.0105.93 ExpiratiouDace: AprO14,«026 Approval Dow. March 16, 2021 E4 PGT Industries, Ilse. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence sulsmitted. ender prevUus .N0A A. DRAWINGS 1. manutacturees die drawings and sections. (Submified under NOA A & M -016Z 04) 2. Drawing No: bfD-5570.0, titled °Vinyl Shftg Glass Door NOA (I.M)", sheets 1 through 21 of 21, prepared by manuf- chm, dated 10/05/15, with revision A dated 04105/17, sib and soled by A_ Lynn NWIff- P.E. B. TESTS 1 _ Test rrgnrt on 1) Utafomn Static Air P mssur+e Test, per FBC: TAS 202-94 2) Lop ]Nfmk Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pie Loadingper FBC, TAS 20394 along with -tip drawings and installation diagram ofvinyl siding glass door, prepared by Fenestration Testing Lab, Inc~, Test Report No. FTL 2717. dated IV07115, signed and seated by Idahnis Ortega, P_ E: (Text report revised on 02115116 and 02124116) 2, Test report an 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 3) Water Reside Test, per FBC, TAS 202-94- 4) Large Missile .Impact Test per FBC, TAS 20194 5) Cyclic Wind Pie Loadingper FBC, TAS 203-94 6) Fatted Entry Test, per FBC, TAS 202-94 along withmarlmm up drawings and installation diagram of vinyl sliding glass door, prepared by Few TmtiAg Lab, Ina., Test Report No_ FTL &U6, dated 1110611.5, signed and sealed by Idahms Ortega, P. E. (Test report mvised on 01/04n6 and 020112016) 3. Test report on 1) Air Infiltration Test, Per FBC, TAS 202-94 2) Uniform Static Air Pawn Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missl7e Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressme Loadiagper FBC, TAS 203-94 6) Famed Entry Test, per FBC, TAS 20294 along with messed -up drawings and inmallatioa diagra i ofvi of 4 slicking glass door, prepared by Fenedtat ,on Testing Lab, Inc., Test Report No- FTL 8547, dated 12AW15, signed and sealed by lei Ortega, P. E. (Test report revised on 02115116) 4, Test report on 1) AirInStrastion Test, per FBC, TAS 202-94 2) Unifornn Static Air Pressler Test, per FBC, TAS 202-94 3) Water Roe Test, per FBC, TAS 202-94 4) Laagt Msd1e Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203--94 6) Forced Entry Test, per FBC, TAS 20294 along with manned -up drawings and m t Mtwn diagram of vinyl sliding glass door, prepared by Fealcstmtion Testing Lab: Inc_, Test Report No. FTL 8548, dated 12104/15, signed and sealed by Idalmis Otte, P. E_ (Test repent revised on 01104116 and 02/11116). Idwq L Clmsds, P.E. Product Control Unit Saperrhor NOA No. 21-4205.03 Expirstion Date: Apa 14, 2026 Approval Date: March 23, 2021 E -1 CGI Wndows and Doors, Inc. NOTICE OF ACCEPTANCE: E'1'IDENCE SUBhIIT'TED E. MATERIAL CERTMCATIONS (continue) 5. QUM= Part $hiner' Sharer Standard complying with ASTM C518 Uorn al Conductivity 0.881 BTU -in/ hr. ftl `F, ASIM F 1249 WVTR Pass, ASTM D3985 axygen,4Pass, ASIM E 2190 I.G_ Durability -No Fog -Pass. (Submbrieci under prcm*us 2V0111Ya I M409.05) 6. Quane x Part DarAse comply* with ASTM C518 Thermal Conductivity 222 BITJ4mj br_ fF-'F, ASTM F 1249 ' VTR Pass, ASTM D 1434 AYgm Pe a -Pass, ASIM E 2139 I.G. Durability -No Fog, AS1M E 546 Dery Paint Developtai 20°F in 48 hm (Submioted under X0.4 No.1 "400.9S). 7- Vision. Ea trmtsioos, Ltd_ Parts complying with PVC--AAMA 303-13, Voluntary Specification. for Rigid Polyi*d Chloride (PVC) Exterior Profiles for Vision Fxtlusm.s, Ltd.-VEX-i by AAMA Fenesttatiori Exterior Profrle Certification. Program (Subtnrsi Wd render NO No.1 S 9409 D5) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-1.3. (Submip'ed render NOA No. I5-8409 051 9- PVC-AAMA 303-13, Voluntary SPA for Rigid Pobyeinyl Chladde (PVC) Exterior Profiles for Vision Edmsions, Ltd--VEX-1 by AAMA Fenestration Extetlor Pmflie Certification Progta;n_. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestratim So1q USA, Inc. for their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors", emirin on 071114121. 11_ Notice of Acceptance No. 18-0122.02 issued to Ens: p Fenestration Solition, USA, Inc, for their serum -White Rigid PFC Exterior Extrusions for R'ndows and Doors", expiring on 022823. 12_ Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Sohxtion, USA, Inc. for their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04405, F. STATEMENTS 1. Statement letter of conformance to FBC '7$ Edition (2020), dated 04122/20, issued by nn�ufacnueer, signed and seabed by Anthony Lyre MiRm P.E. 2. Statement better of no financial interest and of independent, issuer] bymamnifacturu. dated 04/18,20, signed and sealed by Anthony Lynn. Miller. P_E. 3. PrM tee Labeling Agreement document between PGT, dated 03/30/15 and sighed by all involved patties G. OTHERS 1. This NOA revise:m NOA# 17-8420.06 (PVTwACGT) rind updates toFBC2020 (7a'Edition), expiring 04/21t21. 2. REK Teo proposals #19-1155 dated 01/1W2Q approved by lshagl. Chanda, P.E, expiring 04/1421. E -S Ishaq I.. Chmda, P.E. Prodaet Control Unk Su"-wor 110A No. 21--0I0a'.03 Expiration Dato: April 14,2016 Approval Dater March NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TEST'S (continued) 5. Test report on 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Presun Test, per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202.94. 4) Lame hfsssi a Impact Test perFBC, TAS 20194 5) Cyclic Wind Pnnsw a Loading per FBC, TAS 203-94 6) Ftxced Entry Test, per FBC, TAS 202-94 along with madod-W drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No FTL &549, dated 11A W15, signed and sealed by Idaho Ortega, P. E. (Test report revised on 121M 5 and 02/11/16) 6- Test report on 1) Air Infihration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Reece Test, per FBC, TAS 202-94. 4) Large Mosik Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along withmadoed-tip drawings and installation diagram. of vinyl sliding glass door: prepared by Fenestrittion Testing Lab. Inc., Test Report No. FTL 9552, dated 1210415, signed and sealed by Idaho Ortega, P. E. (Zest report revised on 0211512016) 7. Test report on 1) Uniform Static Air -Pressure Test, perFBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Prey me Loadingper FBC. TAS 203-94 along with ma dmd-up drawings and installation diagram of vinyl sliding glass doer. prepared by Feneshation. Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 tbru A-22), dated 11/19/10, signed and sealed by Jorge A. Canso, P. E_ (Subarirtrd under NOA A1ret ll- 0107. 04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-�94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resi� Test., per FBC, TAS 20294 4) Large Nfissile LxVact Test perFBC, TAS 201-94 5) Cychc Wind Press= Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with madmd-up di2wim p and installation diagram of vinyl sliding glass dooz prepared by FenestrAtion Testing Lab, Inc- Test report No_ FTL 4337 (samples A-1 thru A-5j dated I ZW110, signed and staled by 36W A. Cam, P. E. (S'ubmied Nnder .s OA No.11- 0107.09) C. CALCULATIONS 1 _ Anchor verdication. calculations and -tract pal an*sis, complying with FBC-2014, prepared by PGT, dated 12109a 52nd last revised on 02/15/16. signed and sealed by And myLM1Itr, P.E. (SubinhYed amder N ,0.4Xe IS-121A04 2. Glazing complies with ASTME-1300-09_ IEiRq L Cinsde, P.E. Product Control Csit Supervisor 1W0141 No. 31420SA3 ExpiratkwDsw April14,2426 Approval Dated March 15,1021 E PGT Industries; Inc. t _t tM 01 � n t)- A�, I!! o 3. New EridewoSubmitted .0 DRAWINGS 1. D aw*g No_ MD-5570.0 Rev B. titled "Vinyl Sliding Glass DoorNOA (LM)", sheets 1 th n igh 21 of 21, prepared by manof'actuuer, dated 10/05115 and last revised on 02101 /21. signed and sealed by A- Lynn Miller, P.E. Note: This revision consists replacement of saute taming installation sc zew v.4h flat head- B. TESTS 1. Netter. C. CALCULATIONS I_ None- D. QtTAIM ASSMikNCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- E. MATERIAL CERTIFICATIONS. I_ Notice ofAcceptance No. 19-0305.02 issued toKararayAmerics, Inc. foftbeir "Trodiolp Ultraclear, Clear, and Color PN B Glass Intterhyers", egg on 07V8r24_ 2. Notice of Acceptance No. 17- 0808.02 issued toSti way Aga, Inc. fortheir "SentrFGLst (Clear and WWi*) Glass Interlayers", e4tring on 07MW3_ 3- Notice ofAooeptaom No.19-1106.10 issued to Vision Extrusions Linked for their `Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", tag tall 0930f24. F Notice ofAcceptance No.1S-1106.11 issued to Vision Extrusioes Limited for flu it series "VE 1000 Tan 202 and lighter shades (Non-WIM10) Rigid Cellular FVC Exterior Exavdons for W3nedows and Doors % expiring an 12129/21. F. STATEN EPk'TS 1. Statement letter of conformance to FBC 76 Ediden (2020), dated 02ttML21, issued by MmUfiftm, signed and sealed by Anthony Lynn Miller. Pam. 2- Private Labeling Agreement dated 03AWI between PGT Industries, Inc. and CGI Windows and Doors- Inc., signed by Drum At Rnaodc, P.E., VP. Engineering, on behalf of both companies- G. OTHERS i_ This NOA rues & renews NOA# 20-0429.05 (PLA WCGI); expiring 04n4r26. 2. The cuuent associated PLA. CGI file #21-0205.01, rep ing 04/14126. 1-6. lsimq L Cyasa n, P.E. Product Cougar Unk Saps s9sor NOA No. 21-82MA3. Expiration Dad*: April 14,_1026 Approsal Date: 3[areh Zii4'.tm21 PGT Iadustries, Inc, NOTICE OF ACCEPTANCE: E'v DILNCE SUBMITTED D. QUALITY ASSURANCE 1. Miarrd Dade Department of Regulatory and Economic Res (RER)- E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptaeNo. 15-052&14 issued to Vision ExctrusimLimited fortheir "x 1kke Rigid PVC Exterior Extrusions for Windows and Doors', dated 08113/15. e�pir- on 09/MA9. 2. Notice of Acceptance No.16-0920.03 issued to Visit Extra Limited fortheir -'VE 1000 Tan 202 and lighter Shades (Non-`13WU) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08116, expiring on. 1129/21_ 3. Notice of Acceptance No.15-0523.15 issued to Vision Extrusion Limited fortheir "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for 'Wk4ow.s and Doors'- dated 08113115, expiring on0913019_ 4. Notice of Acceptance No_ 1"712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterion- Extrudons for Windows and Doors" dated 09115116. expiring on 021s04121. 5. Notice of Acceptance No.1"712.04 issued to ENERGI Fenestration Shcutioos USA, Inc: for their "Bronze and Lighter Shades of Cap Coated Rigid PVCExterzor Extrusions for Windows and Doors" dated 09115116_ erring on 04116/20. 6. Notice of Acceptance No_ 1"712.03 issued to ENERGI Fenestration SobAi o s USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 0&10117, emq)iring on 0228/18. 7. Ted reports No(s).10-002-792(A), 1&06-M0527, 535753-09, per ASTME-84, AS17M 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under A WA I'Ve.11-01OT. 04) 8. Nottim of Acceptance No.14-0916.0 issued to K raray America., Inc. for their "SentryGlast (Clear and White) Interlayerr". expiring on 07A WI 8. 9_ Notice of Acceptance No_ 16-1117.01 issued to Kwaray America, Imes- for ffiar "raw ifolt• Utrarleatr, Clear and Color P4'B Intertayers", expiring on 07/09119. F. STATE31EN7S 1. Statement letter ofconfomnance withFBC-5thEdWon (2014) and FBC-OEditlon (2017), issued by nl2nufacturff, dated 09/14/17, signed & sealed by Lynn Miller, P.E.. 2. Statement letter ofno financial interest, dated 0411&17, issued by manufachm, signed & sealed by Lynn Miller: P.E.. 3. Lehr of lab con Nance, pat of tbe. above test reports. 4. RER Test Proposal No.17-0397, dated 05105117, signed by Ishaq Coda, P.E. G. OTHER 1. Notice ofAcceptance No. IS-1210:OL Witted to PGT Industries, forthek Series 557012770" Vinyl Sliding Glass Doan (Reinforced) - L.T.lI.I.", expiring on 04114121 _ C 7 f ?"-k Ua9 I. Chsada, P.E. Product Control Unit Supervisor NOA No. 21-0209.03 Expiration Date: April U, 2016 Approsa 1 Date: &larch 26,2421 E -3 N M N CL(7 X r (� ll- (L C N C -=i � � d Q0� sir N 7 U,00 t. U.)0 4-a N N Q O C .� C U a— to C) .O to N 0 C C1.oL 3 ca C CU �p Co .� E a J=_ F cuu, .n 0 ._ U) t2 Q Fri n ff �J U) > O O a- V � U O C Cn 1 m E w C a z Z a_ J SHEET PA 1.3 Tt PRODUCT EYALUATIOFI evanv_ Z0 20 01. 2 DUCT IrvA•.!•,LA7'r�N 7�.MWr N[1. 20,11i 3 L E�CO INC. TILLIT TESTING A ENGINEERING COMPANY _ 22_ TESTRePORT13: Large missile Impact and fatigue load tests were performed under Protocols TAS S. MATERIAL CHARACTERISTIC AND. SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on WA_TM A. TTLUT, Ta., P.a. dhT8+m1•COyyj iNSillO 201, 203 as r section 1626 of the Florida BuildingCode. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing 'LCA,LJ a.. 719 as per TAS 202 Protocol. Test reports prepared y Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-589 dated 08/0911996, #96-570 dated 0911811998, 26. of Product Evaluation Document (P.E.D.). drawing No. 20-178. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09. dated March 4, 2009. signed and sealed by Edmundo Largoespoda, P.E. and Henry Hattem, P.E. 7.1. Shall he strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009. on sheet 1 of 28, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by TTlteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.8• STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Glchsl Probodan Proiduris ILLCL length based on rational and comparative analysis, and in accordance with section 1610 of the Florida Building Code. Calculations prepared by Titteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and woad frame structures. 4800 S.W. 61 Street dated 11/03/00 and 03112/15, signed and sealed by Walter A. TI M, Jr., P.E. Davis, Flodde33314 J. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Welter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit. Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0008719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. MetReghod n of the Florida Department of Business and P 4N IMND LOAD$ I�ESISTANCE: AAALTR,T,,,,,,r„rN �v���? A: ti.. sOsi3o11a 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind y�Q ' JCENSF''% This product is being Issued an Evaluation Report as described herein, and has been for In Seventh pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 18,19, 25 and 28 of 28 of Product Evaluation Document (P.E.D.), drawing No. < — 44167 l verified compliance accordance with the 2020 Edition of the Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 8, 10, 11, — ,� 'olr ?Tit 5 �7.37Z0 •'• STATE OF at least equivalent to that q required 14, 15, 17, 18, 19, 20 25 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. _ 40R@ .�� 4„SNIONAI ��;' This Product Evaluation Report shall be subject to review and revision In case of S. INSTALLATION:Installation NNNNInua°" a Building Gods change that may affect Its limitations and conditions shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED' sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document D:11Tn LTECO AOMON RECORDS 1 P. E. REPORL20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PRODUCT EVALUATION DOCUMENT (_L" (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL\ ORWGW W1781REPORT 020-0728.01 Drawing No. 20-176, tided 020 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawling No. 20-176. sheets 1 thru 26 of 26 prepared by TiMeco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partl4�l��;s Evaluation Report. tiFi A, "�'FaA LµW1,11,11rT Frrr ��P, A: �a•N it a yaP '��CENS\\GENSF' r r`� �9 N0. *4167 ;* �_ _ft_44167 , — `• a�F•FfOP.IOi _ STATE OF :'�• F off. 14R10 ,.��� ,.•�� y�'''h 6355 N.W. 361h Street, Suite 305, Miami, Florida 33166 - Phal (305) 871-1530 - PeT(llt 5��1 � alRnuuNA n,QN,A; 03) IN CASE TWAT PRECAST STOW. CR PRECAST CONCRETE PAWLS. STUCCO OR WOOD BOARDS K FOUND ON THE eclat a K maE r,+N,r,r. KB4 Keay NMIA.A EXISTING WALL- NI04M 94A L K LONG ENOUGH TO REKH THE WM STRUCTURE K7INA SUCH PANELS. 1. STORY PAN& =IgBN ON 1HI5 PROOAT EWL1MTgN =LAW (P.E.D.) "AS KEN YD ICD FOR COMPUANCE IN MOOMM SHALL K AS We*NM IN 9-1) AO IN 92). ACCORDANCE WTIM THE 2020 (76, SDITION) Or THE FLORIDA SUUM CODE (C) TOW/4E1t Y11,Tlo ) OESION WOO SHALL LW DETERMINED AS PEA SECTION THE AMOK 11[M CO RiLm.Y lOE7L INC. - ii PNILAMTE FEMALE D AND PANE MAW PLUS NIGIORS. AS ~ACRMED SY ELCO PRODUCTS. PEED THE THESE BE E FOR A WIID SPEED AS REORKO BY THE USING I- WADE THESE NOTSHW' Me.l F PXAMlEO .D, FOR A OMECTONARY A6CE I- IS NATED .N AWE NOT ANCA IM MAXIIRNI (AS.D.) _ 1/4'4 LAG SOMU PER N.O.S. 140SPACTI SH 12. 4. 1 OASIIN PRCSSME MTINS INDICATED ON SEE7S 7 11INU 12. 14, 15. 1a. 19 • 20. _ 7/1B•e • 5 /e' MOOD BLNSOIO, AS 061MBUTED K ALL PO91T SCREW, B0.T k SPECIALTY ED. IN ORDER TO VER9Y THE AWK CONDITION. ULTIMATE DESIGN WIND LOADS KTUNNM PEA AS2i 7-16 SHALL K FOW REDUCED TO AS.D. DESIGN VOM LGAD$ BY WATIRYND TMN BY 0.6 IN OR= TO C.1) LVAMIM THBEIOW PDATRATION INTO WOOD OF TAPCON ANCHIOR$ SMALL K 1 1/2' AND 2• MR ELCO PAWILMATE PLUS COWM9E THESE W/ MAX. (AS.D) DESIGN PRESSURE RATOM MCA= ON SHIFTS 7 MW 12. 14. 15, 16, 19 k 20. AND POIEtMKE FEMALE D. C.2) MANY nWADED PETERAATDN OF LAC SCREW, INTO THE WOOD FRAE UFM SHALL K 1 1/2-, No THREADED w ORDER TO VEMFY THAT ANCHOR= ON THIS P E.O. AS TESTED WERE NOT OVEN STRESSED. A 33111 INCREASE IN ALLOW &I STRESS FOR WIND LOADS WAS UM USED IN THEIR ANALYSIS. F4TENER6 SPACM TO WOOD HAS WM4 WMWN O IN PENETRATION an STUCCO %ALL K COMMMO AS PART OF THE REgRKD THREADED PENEnMTill ACCORDANCE WITH M.O.S Zola. C.3) WO" EDGE DISTANCE OF !AO SCRAWL. IRO WOW S AU. K AS ROC A70 IN THIS DRWM WDMN PANEL'S AR[GACY FOR IMPACT AND WIND RESISTANCE WAS KEN VMIW IN ACCORDANCE WTH SECTION 1626 OF THE ABOVE MENTIONW CODE AS PER HRRIRCANE ENGIME~ AI TESIR/C RC. REPORTS 96-50. 96-570 . 96-T30 AND C.4) IMRIBNURA PENETRATION W WOOD SUS" SMALL K s/B'. 1/4• 0-20 SOW.TIS USED STALL K , t/z' LOWMWIMUNN FENESTRATION TESTING LAN. INC. REPORTS /2032 k #2124 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SO" SNCCD DUST. AND I• MOARAN FOR PALLS WITH NO STUCCO. TEST lAB Q SOUR FLORIDA REPOR, r0219.01-09, AS PER TAS 201, TAS 202 AND AS WELL ST STANDARDS. TAS 203 STAIDARDa. C.5) IN CASE THAT PRECST STONE. OR PRECAST CONCRM PANELS. STUCCO OR ■GOD BOARDS K FOUR ON THE cawm 2. ALL ALUMINUM EXTRUSION= TO K 4101113-16 Al AND TEMPEN. (IMRESS OTHERWISE NOTED), SEE SWEET 2. WALL NIO$ = SMALL K LONG ENOUGH TO REACH THE MIN STRUCTURE KHI11D SUCH PANELS. ANCHORAGE SIMLL K AS YENTIOKO IN CA). C.2) t C.4) 3. ALL XAOMN I BELT METAL USED AT CLOSURES Si HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL K INSTALLED FOUDWING ALL OF THE RECOMMEND906 AND SPECIFICATIONS OF THE ANCNO'S ~ACRIKR. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE SMX ML QUALITY STEEL ASTM A-$W GRADE 50 MINIMUM, O-a0 GALVANIZED STEEL OESOW TWN W/PY- 56.6 1* (AFTER ROUED). 6. PANELS MAY ALSO K NSTAUED HORQWEALLY FOLLOMM NOALATON DETAILS SHOWN ON SECTION 3 DO WOM 10 (SHEETS 4 DOWN 6) EXCEPT THAI HEADEK, l A m STALL NOT K USG. S. ALL SCREWS 10 K STNNLESS SELL 304 CR 316 AIN SERFS CR CORROSION RESISTANT COATED CARBON STEEL AS PER OW Sm1a W/ SO 1W WAD $tKNOTN AND 90 HN TENSILE STRENGTH . SHALL COMPLY W/ FLORIDA BUILDING CODE 9. 1 SHALL K THE MEPV NSMUM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MNK ERE 9mR IS TO TO NWK PROPER ANCHORAGE THIS SHUTTER 9W.L ONLY K ATTACHED TO CONCKR. KMX OR WOOD M" SECTION 241 .3.3.4. 6. 90LR TO K ASTM A-307 GALVANIZED STALL CR AISI ]O4 SERIES STARYESS STEEL MAIM Se M AINrWNY YIELD Ste'". 10 10. EACH FW.O R STORY PANEL WITH I.L CTW 0" V-e 74I000N 12'-4•. AS PER SECMM 6. L 9 k +O AND ALTVMUNO aW. 7. ANCHORS TO WALL =HALL K AS FOLLOWS B IOW ON SERFS S. e a 12 RIEPECTNELY: SMU HAVE A LEOWC NO READILY VISIBLE NNOLINC INSTRUCTING OWNER Oft TDANT TO SECURE PANELS WITH APPLICABLE K6YORCEMW "im PERIODS OF HIURMIGm WARW C W TO_LiLL P iBOTL I,7B',�PSi _G� 11, THE INSTALLATION CONTRACTOR 15 To SEAL/CAULX ALL 9MlTi1H COMPOPOR EDGES MOON REMAIN N CMINUOS; CONTACT WITH - 1/Yd TAPCOI ANGORA AS MANUFACTURED BY N.T.W. allLDEX. INC. (Yin. rc.3192 P...) THE DUUNK TO PREVENT WM/RAN NTR90N. - 1/4• I , 7/6' CALtt-W ANCHORS. AS MANUFACTURED TED BY OLMMRi INC. (Mee. re-3m0 CAL) - t/4t r 3/4' LauO-SET /NVCNORS. As DISTRIBUTED BY ALL Powr ICRiW. BOLT . SPECIALTY CO. 12. STORY PANEL WITALATXMH SHALL COMPLY WTI SPECS OMALED W THIS OMWWG PLUS ANT BUILDING AND ZONING REGULATIONS (Apo. rc-30m P...L) PRM" BY THE JURISDICTION MIK PERWT 6APAPPLIED TO. - /I4-10 PAMLL1i MI LE D k PANALMATF PIGS ANCHORS, AS INIA1fA PIP By ELCO CONSTRUCTION PRODUCTS, 13 1.) THIS PROOUCT EVALUAIGN DOCUAENT (P.E-0J PKPMW BY DO ENGINEER IS MOK AMC DOES NOT PWkDE INFORMATION (MN, r4-33S0 Ill FOR A SITE SPECIFIC PROJECT: L., WHERE THE SITE CONDITIONS DEVIATE TROY THE PEA - 1/4t OF TAP -OW ANCHORS. AS M-MWXMWD K TRU-MST CORPORATION V -3600 P41.) (I) CONTRACTOR TO K RESPONSIBLEFOR THE SELECTION. PURCHASE AND 94tA"710Nr N NCLUOLIFE SAFETY Or THIS PRODUCT K A1) MINIMUM EMOWNT OF TAPCOH ANCHORS WIM POURM CONCRETE SHALL K 1 3/4': 2• FOR PANUMATE FEMALE OM OR THIS PLO. FRONDED WAE DOES NOT DAVMTE RON THE CONDITIONS DETAILED ON THIS DOCUMENT. D AND PAPSOAl E PLUS AND 1 1/C FDA Cr TAP -ow A1,CIONS. CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S KSPONSMM. A2) CALK -IN k SOLID -BET ACH(M SHALL K EMS90M 7/5' INTO f0 THE POLOW CONCRETE. NO EMKONI KID HE (e) TPRODUCT AVA.WTION DOCUMENT WILL K CONSOM INAW MO I+ DIFIED. STUCCO $HALL K PERMITTED. 1/4' P-20 SCR.WIS USED SALL K 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST. NO I• WHRnN FOR WILLS WITH NO SR=O. AND MAY K HEADED SCREWS OR ALL M7AKD SCREWS W/O HEAD. (d) SRI SPECIFIC PROJECTS S ALLL K PREPARED BY A FLORIDAKtReTDED HI POWER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUT=. Or F►(EOA) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FORTHE USE OFF IMDOING* PROPEII E 0. EMGN M OF RECORD ACTING AS A DELEGATED ENGIEGtTO THE A3) IN WINE TAT PRECAST STORE. PAIRS. PAO OR WOOD BOARDS K FGND ON iM Pl-0. ENC/EER. SHALL SUSMIT TO THE LATTER THE 9R SPECIFIC DRAYINOS FOR REWW. LSECONOWIT RFLO ORS SHALL RE CH " EO6TI•C WALL OR FLOOR. ANCHORS ENML K LONG SAND I T. REACH T11[ AAYN STRUCTURE KIRND SUCH PANELS ANCHORAGE 9tML K E MENTIONED W A1) AND N A.=)' I.) THE P.E.D. SMALL " THE DATE AND ORIGINAL SEA. AND SOMYURE OF THE PROFESSIONAL ANWNErR OF RECORD THAT PREPARED IT. (B) iD�FFJ`-'='+-=RI wOCN WADI AMU C-20: - I1Ue F T•-" APCON ANCHORS AS MANUFACTURED RUED BY 1. T. W. BM M, AMC. 14. SHUTTER M~ACRRIR'S LABEL WALL K LOCATED ON A READILY %%W LOCATION AT STORY PANEL SHUTTER W ACCORDANCE MWH SECTION 1709.9.3 OF nANDA BUILDING CODE. ONE LAM - 1/4. 4 X 7/0' CALK-01 ANCHORS. AS MANUFACIURM BY DEWALT INC. (Mee. r4-I500 IllSHAUL K PACED FOR EVERY OPENING, L40WW TO COMPLY WITH SECTION 1709,9.2 Or THE - 1/4-P X 3/4- SOUD-SET ANOOR6. AS DISTRIBUTED BY ALL Pope SCREW. BOLT A SPECIALTY cc FLORIDAK A BDIO CODE. (Yee. Yc-Hsm Pti,) - 014-10 PAMELMATE FEMALE O AID PAMELMATE PLUS ANCHORS, AS YM6KACT RM BY ELCO COM=TRVC710M ,NIIN/ INS DWM4 SMALL ONLY K URDD TO OBrARI MWM IN THE STATE OF FLORIDA PRODUCTS (NW. r4-2071 p.•.t.) - 1/a• • Fs TAP-ORP A/ICHORs. A9 AIWVFActuREO BY TOR-FAS CORPORATION A.•TI(`r �•�ER ' 9.1) MIANM EAKDMEMT OF T/J'ON ANCHORS. LLCO PANEIAATES AND CF TAP -GOP ANCHOR. INTO TM �' FLORIDA BUILDING CODE Ili h Wloe Nurcka &I= UNIT 6141LL K 1 1/4•. ' • No. 4 167 •. •Ara "'Ki . 4I0 20 DACE QALVAW2ED STEEL. STDBN FUEL ' Il Mg -IN k SOLID -SET ANCHORS SAL K EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT. ND INTO STUCCO SHALL K PERWrTM. 1/4•.-20 SCRUMS USED SHALL K 1 1/2• LONG MOMUM EXIST. NO 1• MINIMUM FOR WALL WITH 40 STUCCO. '4i STA : �... „� __-.---.....___ ILTTO MM�. PIIOTECTION PRODUCTS. U.C. e --- -- -- IDIi1MB POIIR(Q., CANNC" ORr- CONCKTE aLocK % 1 KIRIKD. A' I INSTALLATION DETAILS FOR REGULAR PANIELi & INTO EXISTING POURED CONCRETE OR CONCRETE BLO K STRUCTURES mpaNaIS ABDRat, ON OOMCWITE AIQq{ Wars .'W'�T E MR°1 n eoem 9 "OOLO-,M � -w4 E 7C Dosm PONm a) � 1 I 1 DIliM10101RAD \ 1 0.,, ¢ E.0. - ®� Q N1.a OH 1 I 1 N 3W I •"I 6911 wNGETE REOIINIY 1 trDMH9u,�[ i a ,ae HIV iIUkIMH Nwo t g 1 I I I 7R 1 1 I 1 � 1 � v 1/r u I a. � I 1 � EIIBTIMO IroUll� i Hom D 9 I I ) CONCKTD BIACM CONCRM (6pM¢OBIIm ■/ f1UD....__ /. Iyk7 6K. M O M, (OO�em M"n kalnt 9�WIIIOLIOH°M .> V YQit 6 WMINDN eI TIME 1 1 MllA a 1 I H Ir a 1 A •UHF• A I '^R` 1 6 1 1 � I 1 1 Ir a- 4 comeitm IEAUM. SDCN C. 1 1/2' I T l..{ � 't, YYV WHRAIE Mae" U• � -{AL1 AyiR,66.�SI DONER1i A1NOHp16 it � \J aYWPs / T r 6 HH a iHwa101ax ..ar \ \�J. Wbians tea-n \^ qnH. 60ME 3/e-, =OAF 3/s./ EA. - EDGE 06E# M:E (SEE SCHEDULE ON SHEETS 8 k 9) NOli FOR COIIeMAIYWN OF 47e1ro,LR• TOP k BOTTOM Y AY WTCNN BE C STALLAT1 IN ANY WAY TOO SUIT ANY 13PO ._...._�µ A_____________ /I I L EC!Of, �ODllC2'I:V�,L:ATI[1N T7.PFIYT HA. i^_-9'r27_e2 2 PFnDi['rfiVAr.UATIONR RTI1Q 2S-B72702 7 C. TILLIT TESTING & ENGIN!lRINO COMPANY ------------------- ---- --- 2,2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on wALrEan. TTCTar, tx, PE. IT tell PRODUCT EVALUATION REPORT �.7.r• tY.A.AHN a14T per section 1809.1.2 of the Florida BuildingCode. Uniform static loads as r Pa sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), ( ) FLL.A. LJOYYXN.0111 9 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20.175. Minimum separation to glass shall be as indicated on Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document REPORT NO.: 20-0727.02 R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hatter, P.E. and Report No. (P.E.D.), drawing No.20-175. 0219.01-09, dated February 25, 2009, signed and Sealed by Edmundo DATE: July 27, 2020 Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings r Protocols g per rotoco s TAS 201 6 203 as per section 1809,1.2 of the Florida ¢, MAT_E__IZjA,,,CHARACTERISTIC9 AND SPECIFICATIONS• PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Shall be strictly in with Report No. 1123.01-10. dated November23, 2010, signed and sealed by Julio E. sheet 1 and 2 of 18 of P oduct Evaluation Document (P.E.D.), drawmponents ing No, PRODUCT SUB -CATEGORY: Storm Panels Gonzalez' P.E. 20.175. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL t re Tensile test No. SCM-198 QC Metallurgical, Inc., dated March 13, 2000, � � algned and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. per QC Metaflurgical Report No. 1 OKMA318, dated December 1, 2010 signed MANUFACTURER: Global Protection Products. LLC and sealed by Jerry Jaciofeno, P.E. as per ASTM E-8. 4800 S.W. 51 Street 2.3.3TRUCTURAL 7. LIMITATIONS AND CONDMONS OF USE Davie, Florida 33314 ENGiNEERIN® CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated 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 on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-173 1. PURPOSE OF EVALUATION: section 1604 of the Florida Building Code. Calculations prepared by Tilteco, prepared by Tilteco, Inc_ and signed and sealed by Walter A. TIIIM, Jr., P.E. This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tllitt, Jr., P.E. 7. t hall n be meal within 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 61 G20-3, Method 1 D of the Florida Department of Business and defined the Builds ng Code. Prol'ssslonal Regulation. 3. MISSILE IMPACT RESISTANCE; This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1609,1.2 of the Florida Building Code, as per 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. been verllleed for compliance in accordance with the 2020 Seventh Edition of the SSTD 12-99 Standard and TAS 201. Florida Building Code, and to verify that the product Is for the purpose intended Product Evaluation Report prepared by Weller A. TRIM, Jr., P.E. (Florida License at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE; No. 44167), President of Tilteco, Inc. (Florida CA-=6719). This Product a Building Code tion 9 that mRepoay saffect its lihall be mitations s act to ind Conditionew and s in case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3 9, 10, 11, `,1I111rIfAlNj� Z. EVIDENCE SUBMITTED: 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.�� Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175, 7 21. PRODUCT EVALUATION QOCU1jIENT E.D.1: 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to (P Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL% sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. WATILL 1 .�pq D_I TILTECO ADMON RECORDS I P. E. REPORT.201 QuAAL PAO -OT.�N P ��� �5, L , q AGE GALVANIZED STEELSTORM PANEL LDRWGB2D-1751REPORTW2I)i ,P••. �0R10A ' Tillit, Jr., P.E,; dated 0712712020. This drawing is an intepo ,fjmis Evaluation Report. aa"P�En ^,',rill/j!� Ee1UTN �P p, TI(4 '4p'iSjpN..... o 67 14167 STATE OF "rr_i0:•, STATE F Q A ,'4LFN4j� y�N 10R10P•,G���`', 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871--1531 �4isS ONAD��,�N, AFr7nrnulaLNn NNN'1NNII,NeHAA COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (SCALE 1/2-1") _.. _._1S.1M• (Tom WIp1N>----------..... - - _._.. _ _. 16.196' (TOTAL rE4H)-- - - - _-----12.50Y (UTECIM WOTH}- -. -- ^' 1 I 1.3'(,0' /.. /,SSp' -. /N 0.0.Sa- UK THICK 1 3w lam. 4kwmm WED. .c O ammANw 9m wax / 1 2:sar j °N0Will 0-0oaW. m 7 \ 61M11 60 IMRRI DETAIL J / -SSS_• .2 " , ,�1� TYP. WrAa Al J 0-M aALV. [ODE 49S w' .........._6.26A'—__' . Q STORY PANEL 2.IBr-_.--.-. ri �;,, c2,D• W FIMQ L END 1P 1 i W/ N DWD .. .. ) .Im' A t.290' 3.375' .Op• .W3• JJJ 1 r ISOMM C VIEW QUAIL 'A RO MO CORNER 0 ENDS OF PANEL'S ETD Lee W/ HEMMED EDGE. L--2.0011 kO -h' HEADER (N.T.S) -------------- r.36o• END STORY PANEL 2.167• jaw M�a- .i2S' .750•--3M� 2M~fFARI •.:,25• •v �aIUD AtETio Sa VLSI BRIM r^' �•i ,- - W MIGLL a TO AN. ± i A2 t/—Y-aTG +2 t/7' O•A j .00.T• 2,126' 2.OIOO• 1.6m- { .. 6BL ' • as' I � 6nAa 1 Y]B 37 123* 2 XX)' 0 WU' NEADER 4O mall ® ANGLE WITH STUD ® ANGLE WITH RIEVEM STUD 9a 0 E� 1//1 & 6 7/14 I TP .37+• al OF PANEL s •Ol .e69 .3901 AV+.os3'I WIN, All ! 33• :cur •i 111ODIYPA IUV 0 �`.a+T^� + _i i __ __ .Lam• 7.000• SO KEY NQLE WASHER ae3 © "FIX TRACK ANGLE o.o3e' (win.) {F 094 OMYAMM 97M JAi �Q wil Is' Low I J76Y 3B•d a»'P L —J 375- ' r Np.44167 }}TIYPP .Oe3' J ' �-��,7�• Wl�lalT `r= OFF PAM TA i .12S-.1475 LEY LADLEO�<-- -- s o00 - — p�T,�� � 119�'t'T AT1 ANEL - 2"X7'Yi4A0 MTMAVMY. IAA WIND No will • 7� W�y,D M M ONML I� STM OW No= RATED SRW. 'E _ -INN , ►MitAMT[ P" MweAux rSWE IL OR K V►-~ OOItam AIObM $CHOU OM SHUT / . S) = 116" i ON 1 1 llCLii a TIIRWO 1 DONM F9LIWH21, 1 , comcnm ON I T T I 1 "O CONCRETE SLACK b REOIIBW. 1 I t 1 41r-aHP Yes a toalAl M 4Hrli e 110 1 1 N 04RW"MW" i `'l I /r , I x r777 IN '0nsf'i'blT�`1 I, 1 I I I I I I � 40�1A411RY 1 I t9 kARI , 1 I 1 I 1 , I � I 1 I aut I 1 aosma PO F O E.D. % 1 _ =coactim °W KOCIt I RON$MEp. ` •i aaNDIDE AIICIHOIIf PLR OR OF � mlai a" _ > ATM s DHm W) .. M�msfc � '' • NEW I• WIDE . VANS . 1/8' ,'-- IM" ALUM. ?UK OR 1' ' DunaRAW/ P.T. WOOD RATE SPOW / • HEW 1' WIDE . WM . 1/8• I ADM. ?UK OR 1' . MARES 1 1-- ,Il W= PLATE SPACES TRAM 1 d ?• IODOM I 374' 1.eir 1.016• E Ow ® 318* 1 TRACK 126' I ��//4Y-7IL 304 WIRa T ETD RMEIOI TO ANaIE . 12 tp• o.c I -low Q FLAT PLATED WITH STUD COOS All..Vr • T.c I MRl Q � ( CASE ♦ wI SOME 3/t6.1' H� �A+•L'T'•'A' � LSE.11�Y1a1 i> r, r.W` WuOPa• wY � •'p' Y CASE C [PLAN) `�—' C11SE D [PLANT MINME' �'_� ,�;,.r_ �,;o, ;� 'a:,• , ,�;` 'I-AI:N I Wr`Mg kqpm SGWE 3/B-1 "-�111'IMOM" IQI- 1s. X �pNl� IMII A EDGE DWANCE (SEE SCHEDULE ON SHEETS a a 9) - EGME t tt trs/ (=a 9olcmu OI S M a'"sow q J 1 I 1 1 [_ DUOITIOpp1ORFD� 01( , rFL wanes r 1 1/'E• IW+V clawco E *LOCK . /WW.N�A m'MPL OR iWWu WmY W 3 Yee. KDLWJEO. TBAaRW HWW. SECTION lt-) DETAIL FOR SPACERS BOTTOM TRACKS AAIAC REQUIRED AT TOP SANE 3/lil OR RANDS MFr TO STUCCOfWOOD NN OF SECTIONS, BE TOS IT ANNY CASE E [PLAN$ MA,( ow 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. ..,.ANCHORS: FOR WNCRM SIDE SCWDIAE ON SHEETS 0 k 9. _. _... FOR WOOD SEE wznow ON SEAT= 10 k 11 - - -- REGULAR STORM PANELS m lk Q ELEVATION N.T.S. Lei (Hit al-1-04OE WALLY) I I� I w/ 7/8' X 3/32' rxF AS APKrAKE) 6 1/4'. Mo. OAP LO �' EN FLORIDA BUILDING CODE h Val NurrHsano ZorK e 4416741.eam ?&I= �D 20 OAOE BALVAIM STEEL $roar ►ANAL W„' ac * L• * L PROTECTION PRODUCTS. WC. "^'/70I' N.r.s. ATE-� �L E C Ewa. °ATE' _ 4ISa iW.. 911Q1 DINS A. m,4 20-176 D��SS ORi ,: ; , nN •. A. aF"e 0 Lm uN ^ p1L paN)Ba Fee rr (K4Maa on MIaNa NH INSTALLATION DETAILS FOR REGULAR PANELSQ & IN�QTUKOp EXISTING POURED CON �C RR �pETE OR CONCRETE BLOCK ST UCTURES I. _ CBHOK/E 'EBLOCX i -1pNCK BLOCK �- - MNM Q "i twm goHD�Ic ANOIDIIa ANC DII Ot Al r-- ilia vAwuLE aI � � --�n�" �1gAoo„ I o1aT n . r-- EWOUIE a i { 911aT o) I i 7HEB 9) EP j i i Sol 0) I I-G/�SR'E (6a NXIDME bl Fill _Al1X111fA[R OR mMdEII ISM RO AM DIRECT if NTM SOME 3/B-t x6eIL Ill SWAIN aN ' ' 7rp A , A I a SOA 1 TILT 1 i or ( i I MAX I .sill j ! 1/4t�-a2�A�3�/y4•• S.S. WLT A 12 1' %27 WIN MIT O.C. ttm eWHID" OI SW am aGAlm SOME 3/0-1 E.Q. - EDGE DWANOE NlM FOR C1Ml91ATIeN lY SeN=TTO_MC; (SEE SCHEDULE ON TOP k BOTTOM MOUNi8NG5 CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. � rA fPIP4HW, A � � 1 WMTq I , I ,Ei RlE W/ I f0/6'F�2/2IKN OABIAP. � I i I I i p I E�J I--^ 90�4BE 9R 311EET e) I.. ..,m11M0 OOMCII7E am R[AtAON ■DOA ANCHORS: MR CONCRBE SEE SCHEDULE ON SHOT ._.._-__.. FOR Tom SSE SECTIONS ON 9aT 12 !3' WAX. 2.6r 3• I,n.; I' IBrV DBa mow 1 INIOLE MoLm L a M Wawa 1 • MY. IIJL 1 i II ABTynI I I ill i I I I I III : or I Ili i` i i I I� l i t 1 i l I i l y.1i1 MAX 'aQ �. I . i I j a--r+ } lox 1 i r-T1 t- r NT r,. r.. l ,It• I. 1... CFV —T a i MAX O I I I 1 11 1 • I 1 I 11 1. r w.. D,Y.,SIX or INS NCHM! FOR CONCRETE SR SCWMU ON SHEET a,_.. -. D i IN wooD sR SECTIONS ON a"ar 12 KaULAR STOW i SCALE ..( I 1/4' MAR. GAP QBa 0~ -1 MaE IKLl SGI.E 3/ N N Cn —Cu N L a) 2 � O O c CU U CL Coil o 00;O� c a _ _ .� cn -0 E Q,-ib 0 L Q. 0- -0 .= CO Q Z Z W J Cn.s,..e 4-assa +aaea U) ICU O CL U CIO p CLL ■ W ICU cW G Z Z Z a J d SHEET NO. SH 1,0, MOWN 1. 3 • WALL AND FLOOR MOUNTING INSTALLATION FOR ,___,, _ SPLIT PANELS sm row mmAE a r Ib , t - a . • r�°I►",s 11 m .°o�nn x out. } c- t.» r .a.Nle \ G 1 I , (._ l ,wrll \\Q I 1 I / r. .�.,r. Y r. �, •�,w .x,. i._ -� a w1t1. �\ M. �AY1r• GroaMlo ° c 1 AIMM1 wta>V 1 • - \� t' ._.. •-�, t' - ago 1 ra�iiw, ar. a IH• 1 NaOt � W SOW, � 41NIR• I ••-...MIT. ED. 1 1 I I 1 I 4-1 �n Ci N Sus 1 ♦ . 1' ^^��••,1'1 . I J� m 'yiiE3'Y`ii r of rr A.I.. -'rFY I4•• �M Mal 1 •1 ,1. 1 ERi IeAlION MR t A,IpP 1 M rA Na}n >b II•L� Y 3 sINll 1Im gnmr MNt DETAL Y IMa MALAN 1EpUEED Mk wA (R.) • TIME WAUON - Is 30,o4Nt 4'-a' TO r-r r. 4• �-�r_p_•y_+._�,rm,> IMM,• 1, A 0. sm • a Y-Y To r-10' . e . Ile a W-Ir To 9'-r r . Y . ,/r •• PAWULA .KG� NOTE: WUpg1 Coo AGSO K M11NgayfiOtpEpw/o HORN FWIMS am LOP ( NON[ MN4 OPf q w/ W6E AP 6�afla�n MDNOO OF aP[NMO. A`- � 1 L j SCALE Ile . I• INVAELTION - ALTERNATIYE I W sm Ile - 1• WST1ElA THE 2W SCALE' Ile . 1• 1� I. INSTALLATIONS ARE ONLY VAUO FOR IhJWNGS WfTH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 P.S.f. AND PANEL'S LENGTH UP TO W-B'. 2• FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFM DENSITY OF 0.55 OR EOLAL_ TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SOK1 9Tra-ifi'iil •6fa.��■u�+u■� �111 1�1�1�1�1 lii 111 i I 0 I j I '---5�. LILM •-t/Y -_1. 1? \\ L� mum EMI • On YLMI rs SECm>1 Y-Y � SPLIT STORM PA QEV� t1U4E 1/4•�1• `'�,IMMRC SCALE 1 , m36■ t sEno. rOuwTMO wAEi t cLOo11 uarlrum MsruuTleN - ufE■EAfnE aW MSTuunTMs - ufEIINATTYE SBI (SECTION AT TOP IS GMNTm M +O6.S-67.0 WE. 9L'YL: 1/e . 1' A-" DESIGN PRESSURE WIND) W"' 1/4' . 1• Vq/ /� r1A•,r 41e 1 w IRaMs O ArP1 AURA w5.. 4NY NNNA FLAW NOLMfMO MSTALLTION - SECT1011 AAW WALL, 1/4' . 1' CONDOM AIDCN tta tEaY ��-\ CONDOR ARCM cm ra� PM NComm MIIOII WOM S� @ Ott 1 1N SHEETl, t•t t, � S FatAED aoNOER T/4 2/4. W4. )fa/4 at 4/4 1. 2 t 1W/i3 - r _� �• w 3.A )LIKED Coo" I � I I =g 1 11-1 r„e IMm1Al I r�Law"T11HTiFF1 t I"'wLT°" 7�9 ERRI-11 i I101� m PICK 7arwiDow8 I tl I MAIJ tt 1 1/r Ar (3Q DR. /'4) i ias 11(( I I A Mo I M L I p� ocv i 1 a j, I i r'/'.) coNIDNEr[ mum NDaM""'LMo I I r r I I ILIPMA 2/4 21/41 3/4 M 4/4 I 1, 2 O �w/15 T, t TW/15 __..i oALTLO. ESMIM A1�191 L ! I C•AL I �--------A.l M�PoImm Llmo ►w/p -- ►NE ( [ N07E IBEl.OW7 W/o am" rRACKS (S[E NOT[ 1 • Ij] f RUC67 t�W[1 sr HOZ 1151 OItlOPO 3,tr11 l3fE 3N1ET ,a•)I POUND COIICM -r AOITA1 a REK eNA sauECD 1 AlonM /.� % oTOr s a REMOVED rRoll M9oE frQt N) �-'°D' ELEVATION WALL MOWMWOO INSTALLATION WALL AND FLOOR MOUNTING INSTALLAT 0 SECTION sFiuL 3/9' . 1' - 4ECTION 2 SCALE: 3/B' - I' ,/E. Ma pP ®®O° 1 • ( • 1/•' NP.. GIP NOTES ON LIEF SAFETY ITIYM. ,ytpp _avrreu NRT ,A710N . 1. LIFE SAFETY STORM PANEL P1111 K LOCATED AS AN ENO PANEL (FRET OR LAST PANEL) 1 (aqp OFF` AS AN MIERIOR PAID. (ANT PANEL LOCATION M BETWEEN END PANELS). RQ NOR , PNaDs AT DTNO' MM/KLi M' UPL SAFFTT ►AILS WY OR WY NOT ■ M9TAlAEO AD,IACE'PR 10 REGULAR MINCES I6 KOR ,l (W/ OR w/0 REOINM TRACKS.) 1. LIFE sAFETr PANEL CONSISTS OF 0.030' DWED STEEL. STORM PANEL AS SECTION B-B PER ODILPONEM SNEtt 2 orORAOTIfi. SCALE 3/32'�1• ELF THIS PANEL IS10 BE REMOVED OR INSTALLED FROM THE INS= OF STRUCTURE. t x TRACK IN COMPONENT 90TTOM TRACK To L01 /d PE SHEET�z THIS DRM VQ. tbMPONFlIf BE INSTAIiFD 391E OR, MOUiTED FOLWMNo SECTIONS , • 1 oM TNM AS wELL AS IRTMS 1 k 2 ON SHEET 14. :��(• 1:N 3; •• �7 F FLORIDA BUILa1N0 CODE NI YNoo Ni 4. Min. LENGTH FOR COMPONENTe IS IV. Mm, ANCHOR SPACING FOR Cl1WPONEM®ANCKORAGE AT BOTTOM IS GIVEN ON _ �• * @MoItimD.INC. 20 GAGE GAI.YAIE2I:D STEEL STORM PANEL COMPONENTSCNEOAn ik L SHEET 14. MANENT ON REMOUNIII.E. K ATpN ®FOR *. •' �0 ��SS I L E w OLOGAL PROTECTIONM1, DWALUMAY 1 MTO WOOD FRAME 9L*MDs ON SHEET IS. 9 FOR TO FOR THE 0 . _ • N � Y O 7- sww SEE SHM 4 DETAIL APPLICABLE THE NECESSITY OWALLAT10N OF AT TRACKS IISTAA1jD AND WORD TO SRICCO/w000 6AN06. A� "WMN aN 3w. r w 3Hr N� . mNein-1E• w, , w�-w, F1MEI (EN)1 7M� FI�YI', (m•Nm-4m SPACERS ADJACENT OIL MA/6NMEMIF/DA1E . 1CA-}O.m�1N w'e'�YI.A.r •M' - NMI MAXIMUM A.S.D. DESIGN PRESSURE RATIN(p .^f.) AND CORRESPONDING MAXIMUM PANEL LENGTH ALIT SCHEDULE (1.NID Oar PIA• -,gam, AA Pm M.T• a A a m IMA{III ASA "" F� 70 dAY COMplp11 MN//FAIOMyrN( TROT 4te.s. -71p r-3• on LESSf 1/•• UNM M 1 THEM 0 k 7 .36A -7aA )7'-0• to sr--r Me. 7 ]/• IA'ROLtm , 10" a • 7 .9". -72.o ar-r m 11•-3- Nee. a I/r • ° "11° •41L -49.0 12'-,• a 1/Y "'r Am 9 • • 10 • WTM N/ 1/4Y-aaw as Nl • 01 m A sew • N1 LMW OF PAID. rumm Olt ION awarts/lik %Ai SSTMIAImR As PER MCFIOIE 1 T,EU 7. m M1Ra A r RI OWIMM A10. OEM POISON at►( J W MN II DO M VALM PM SA a T/r •• 10 � k ANror 111ONTM' WARM Mon, LlNTOM l• INJ WPDCM O 1M-OM oat-EI PM&OK FDA" a PONnNNE Iul{ ro COMC m 70 comoom m OO1,CeE1E TO CONDOM m CONORM ToAgNO OMOKR ro COMER OLMMw M ACK m CONDOM SRO [ r N/A w• OVA 6• N/A r °• 1 cmn r a wA N/A or r 4 r r E , MQ"W •' OVA wA WA or wA °• WA r WA a (w r wA N/A N/A r N/A r N/A r OVA (90FrolII .6&S. -724 r M/A w4 WA r N/A °' RUA °' N/A 3 • 4 (RIP) r-r M tlst QA l!y r Y wA wA r r •' •• °' •' ](•orlon r wA wA M/A r wA ° N/• S. wA 7 (1aPI r 6' N/A N/A r a' r r R' r 4 r 7 OmITM wA N/A ,2 1/r • 1/4' 12 1/2• 6 ,/1• R 1/r E 1/A• a 1/•• E 1/,' 6 (TOP/9OI,OWi SSE emu 10 • 11 IN AIC/AM TIPS A WIYa1 Im /EwIlA1101N TIC WOOD, $INK 91M0o1 M WA ANCHOR WOm AC M E00E WWU AM WWO ON TM SO M I L MR EA LM Mw Oman 04 = m u RmRE AMAIN RANDOM 9Y MAIWLINO woe" $MNI m MODULE Wr TE FDA"* WM, FOR THIS OPOWMN ro K PON6t6 Nm1LM WNW W MD ONTO FK1d1 oft, NOT K mg TAW MIMMMM UN E►101a OIoMe pd MMMR WR AT NENMO UWA ANN vm ,-1/49 sow 1/0. aI VP-W 1/4. 1/410 -1/re 1/41 NIMR-e SNE►Ew m AIMm OWAM 3 3 , 7 ! ,p 3 ••wMPM,Aw a.r.r Od 3 3 N a O 7 ,A •wNow or.u1 w OFJ 7 3 3 ,/3 3 1/9 a 1/3 WJL as Im asumaqII16I6N , 3• y - m assa, 3• 1m ,M - ,m .O - 3 Ilrtm m m Lo.. an• Iola u,M 10 0 ,up N i 1 1 1 1 1mNt'm� I ) 1 � I 1 p I I 1 1 I i I + 1 � i f 10 to 1 ,__ I I l Ik , .I , 1/4• La. s/r LOAM own SIMMONS\• W/ 1/4-0-AM' &1 Ma k 6 TAV O.C. FM HW4 LnIR1s UP m 9'-0' AND S RUM NM FIh10 PlrnaAR FOIL[ D ON R12 1 0. ,P�AMfLW1E !II soMM or DOR•C WPM PLATE roe ILL LOOM II To r-r Na MMIIATM SCALE 3/6-1- NBIIB7 1. RMALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS LIP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 6•-6'. 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLIAL TOP k BOTTOM MOUNTINOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR REGULAR PANELSJ) & �A INTO EXISTING WOOD STRUCTURES S ` I 3 EQ AMRNAM i t 1 Raol m I �• SCALE 3/6-1*I (� � >Q alalmuE ONTo OVAL fa 3NIRt 9 I i I EDra I ■ M ED i.. .T•I• I 11 I I Mm PLAN LI •1► • ,f\� v i sm P l II 4 f�4L s�E N i3ir" o'E- a'...un1 I! `,_-�/��//'ArrL�mNS • r of W ALTERNAT�IE LW ! • 11oeMN aNrOfAAIC SO1GL 3/6.1• VMS 3/6-1• "A" or uN aM•aTAI I ATMfY NQFM S"VITER TRICKS NOT SHOW FOR CLARITY 0 _ R G f . J: _4111tim_ . 0 7. •. • •, 311 a Wqd]'a :311 ,•. f l 1.1 •111• A.TE MW LOCAMON AT END PAIEL Snlos 0 MEW 0/9•IOWa (CASE L) _ - r MA. (CAN 1) - O 1 ON I/v �Ij sm I , SEE r'j `-IROLgR vANE1 `-ETD FWkl `ILF✓'1�-J '� 9dRO1AL SOlmult ,It- i +--3•- ' MCI. �a MR -•-- f2 FOR rANCI1a11 Ma. ANCHOR I 3MCIC WACING DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 2) SCALE: 3/tr . 1' �I��Y�S.D��N PR���IG�i.)�D COR�S�OIN6PR�U�IG�i.)�D CORR_S�DING MAXIMUM PANEL LENGTH AL' SCHEDULE rA1PPI It`ArP O6y 7O fOCi10N5 1 ! L 6f■f11m NYR fAitly SN31Y PANE, 2vmmm OM SHEET 131 A.Z.A. PI1Ra,31E IAFOm OF Sw'~ To CAS-" moon Mau OTo MnIWE IW � 6 i OWMNOMI NWwr Awn LORD"t• (a•J To OOMC*M It low toCONDOM flE 00NCM7[ m ODOM OLD"m N] KOCK m CONDOM mum SS.O, -7z.0 r N/A N/A N/A r N/A r N/A 0' N/A 1 k 2 (TOP) S'-0. 0R 1E55 9• 7' 9' 9• !' 9' 9• 9' 9' 9' 1 (BOTTOM), +55.0 -72.0 rN/A N/A N/A r N/A 0• M/A 0• N/A 1 k 2 (TOP) 5'-0' TO r-r 9' 6' 9• 6• S' 7 1/2• 9• 455.0 -72.0 6 N/A N/A N/A 6• N/A 0' N/A 6' M/A 1 k 2 (TOP) 7'-r to r-r 1' 4' 9• 6' 6' 0' r 0' 6• 6' 1 (BOTTOM) w NASA I ISM° 0 P/°• w FmN 7O or ema CR 1 0M 0 r" NM1 A o NMq APPUCAW TO SEC k f� INT0110111 W10MW PN1E� L171OTN t• (N•) - IN L CONDOM +49.2 -611 y 31 4 1 1• 4 , 2- 2 (BOTTOM) Y-r OR L[SS +52.4 -49.0 3'3• .• 4' 2 (BOTTOM) r-6' OR LESS +56.0 -720 2 1/2' 2 1/2• 4• 3 1/2• 2 (BOTTOM) r-6. ON LESS +55.0 -72.0 2 t/r 2 1/2' N/A N/A 2 BOTTOM) T-6• TO 6'-0' +SS.O -72.0 N/A N/A 3' 3' 2 (BOTTOM r-e• ro e•-a' walr A30. M F,WMI�IJIII.,I ra ,Nm LerM � � O•NRr tWlvOsoN p NM ANtn mMllm 3a 2ERT 16 FOR ANM M THE • SA" F00 10t" NO MID WOOD PWM MIRO°M MNMM AAMWR wvom IRO momm cm OE WAN $M INOK all am Ts MCN&L M" EA IW r" ICrAIM w SCREW W Rm110[ AKOW RAvs No,MULTIPLYING WIN!" IMOw all SDNIOMS 9Y THE Pau=" FACTORS. IN sal OPUMNO To 01 POKRL Am1Km 3Fwm ORMNO us1 FACTOR W111L NOT RE Los TWA WOMM INUM OIOVAT1D I= Lim 4, MM IIPE N Nee" Lm m 16DSM AWE 1p1. 1/41 1 1/41 1/4. - I/4•. OM-M _ wpmV 1MtM -Am w Now WNW •,eAA.,,Iyp OIJ ltz 3 d 3 3 3 Y•4•N EYO w d 3 a 1/3 3 1/2 4 V Visit 6E r6E� NOW +-yr y is - - :M Im -- �,� .�/ i•; y•;, it InI r �i T1 1131•, • y . • .. �1 •,.L •. 7 tll AlD. GERM PAR (0-0GLOM WAWA SCH M SPICING FOR EA . a ,/r - TO Swrm /I a, Nor commila N aF T,a31 WW{M Aga1WtIs umm 'L• (f) 1M•CON O TIII-p1I fNA-M PMIWYItE F[NNa, N) IM/pdWS NY6 SOUL SET TO CONCRETE m OMK7RR m ComeRM 10 t3NN[R 91OOE m OOI C/RR m t1011pIpE mum m DarND1O1E TO CONDOM Sump 10 caN1DIEtE m oa9TRR KOCK YO aoNMETE m t gNCMT[ 6lOCA 1• N/A N/A N/A 6• N/A 6' N/A r N/A N/A N/A 1 (TOP) r 4' N/A N/A 6• 6. 6 1. r 1. N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 9' N/A 0• N/A 6• N/A N/A R/A 2 (TOP) 9• N/A N/A N/A 6• N/A 3• N/A 9• N/A N/A N/A 2 (BOTTOM) DOA, -72A r N/A N/A N/A 6' N/A 6• N/A 6• N/A N/A N/A 3 At 4 (TOP) >r-S' TO W-0' OR LESS 6- 4' N/A N/A 0• 0• 1• 0' 6' 6- N/A N/A 3 (60ROM) 6' N/A N/A N/A 6' N/A 61 N/A 6' N/A N/A N/A 7 (TOP) 1• 4. W/A N/A 6• B' 9• 6' 6' 6' N/A N/A 4 At 7 (BOTTOM) N/A N/A 12 1/2• 6 1/4' 12 1/2• 6 1/4' 6 1/r 0 1/4' 6 1/4' 6 1/4' N/A N/A S (TOP/BOTTOI) 60.0. -53.3 N/A N/A 12 1/2• 6 1/4' 12 1/2' 6 1/4' 6 1/4' 6 1/4• Bile 6 1/P N/A N/A 6 (TOP/60TTOI) '-r 70 11'-2' 05A, -72.0 N/A N/A 9 1/4• N/A 6 1/4• WA 6 Ile 6 1/4• 0 1/4' 6 1/4• N/A N/A 9 (TOP/BOTTOM) 6'-6• To 1V-2• N/A N/A M/A N/A N/A N/A N/A N/A 5 1/4• 6 1/4' 6 1/4' 0 1/4' 6. 9. 10 (TOP) 43.6. -N.0 1• 4• N/A N/A N/A N/A N/A N/A 0• 6- G 1/1' 0 1/4' 6 (60TT-1 OR ILSS 6• 4' N/A N/A N/A N/A N/A N/A G• 5- 0 1/4• 6 1/4' 9 (BOTTOM) 12'-4. ON LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 Ile 6 1/4" 6 ,/1' 10 (BOTTOM) SE OEM to tl MID 1a TOR AI,aRO 11A k ONCM6 FON MMUXWO WIO WOW FWW 91NDN0. IMdMM MOM DVICIIAa ANC MMMNI mK ORANGE AM IDCOM ON 11ft 2CMULL FOR Ca LIDS TINN MSOA7E0 oil 9C m" NSDM ANCHOR I NCMD 6r MLLnT.YM $Kim *am ON soma 6Y 1w FUL0 W M. MN TIM oMMflON m K FOMML no MYCMO CRANED MO FACtOII SWLL NOT K LW THAN MIMM 3PFIMIO MIOATED TOR E09H ANC"Ot TIRE AT ANU MS UWA AMININ"a 1/4'. 1/41 1/4•• 1/41 tI41 __It41__ WPM O;-I -ow 1. DYNy1 SMY•if NIA A/RTION 31WL'M 3fto 7 7 ] 313 /! 3 3 ,/a N►IN.I oN..e w III 7 3 0 ,/a 3 1/3 3 ,n INK 66,"K mom FA-0TOR ,1 - a, r ,m- 3, so PANOWR ows r oc. w 1 1/0• ) PDEn�i1aN TO Vu (j) O C " Z3 C U _ >E 40- sWWaw 3•. /� - MMD 11V • / !\ _ - Ao WOOD 11DIOEIt i ` l Y ` ' • IleROOD READER 1 `1 { Y a ,/e u / ` I r \ • 'p - I i AEOMRto 8 mImME M EQ somm S ON am •ONUS ON Lto to iAM' Too PIA -._-_ - Mel. IIN _._ - .__ NPANEL ll'1gIM 1/•>ramt lR,. ! (GE1 E NOTE g1ELICAP. 1) Yi -3,1 /R'E'- ' (SEE NOR 1) t/•1.-aa*,Is. W i t1111R N1R �ao rr i-- --- - -) � �iwN o+aNAP � j 3iE'rialv"•aaAP 1 _ _ _ _ I II • I r W , I ,• • 7 I nMr>�•I i 40 i !L!L[ _�'L' 9 / 4• ot. w t 7/9• t, ^C 11r/ 1. C rscm, "T/]• 2•Pv w000Y.4' aooP9214' WOOD ANEUMM PLUS /4-10 REOLOW �I PDKp OF TION P iOLATE MD MOTH Or PLATE• IA t/41 LAID SCJIfwS • '-,'• I I . Ikg1'LpaC1.TAG �SCa9 w/ 4 I� -.114:_: t t I / �� _-I�.r.�l_.._ AT moomN OF PWE tRyLL a/•.1 SCALE 3/6.1• SOME 3/0-1 tlDIIi, 1. INSTALATIONS FOR ALTERNATWES IN. 911 k TOW ONLY VALID FOR BUILDINGS WITH AS.O. DESE)N LOADS UP TO +43A. -46.0 P.O.I. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECft DENSITY Or 0.55 OR EOUAL. A m FOR C1101-W70F1 or prenOAS TOP k BOTTOM MOlRO91GS CAN BE COMBINED IN ANY WAY TO SUIT ANY FLORIDA BUILDING INSTALLATION /,. w a3W3s • r as w/ DETAILS FOR OPTION 1 FOR LIFE INTO EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM ,/a lea 110Rmm PD[,RLtON bM1N1 ,TEAM W00 my J I' I I 7hTA,Lu' Mt1 00R12 1/a- aG. MAIMl9 j�� p ALTERNATIVE 11 ALTERNATIVE 2 •Y,11• IM12•R iro •Rio , oc. I I T � �' EQ W= FLOW E a•• ALTERNATE 3 ALTERNATIVE E 4 a00� ' '� 161a�1N O'�FOMCDN�OM '%;2! 6/a• LIM Mho WEII W/ /•Y-30 O. 63. N.3. • r Olt M ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS 1/4-*-so A3nW1E my" w oR w tto w 1 , SaWNa a/r - ,• NCO I Mw"11" IINnW NOT slaw not WAIT WALL MOUNTING INSTALLATION ALTERNATIVE 1 W mOO We - I' 3llnfa 1. /6%MlMF* E ARE ONLY ywA1pp FOR OUNOelOE WITH AA-0. OEM LOADS UPm +553. -72.0 low INIo FNFEL't Loom to tD W-r. L FOR MEW W70D MAE 00 NOON MOO M m RE SOUTHERN ME No. 2. W/ IPECWIC OLMW1Y 0, OM OR EQUAL Moe. FVAEL LEMYN '(SEE NOTE 1) i or E. IMR 1 Rr ; e 1 J N O s` N Q 1✓ O O a ca - a .� U cl) O O c 2 L- a) O LL Ocn An O m 0 L� 1- c�u, VJ CL Q L.N.cu 0- O cu LL1 = Q z Z Q J a SHEET NO. SH 1.1 ---_.-...._... _.ANCHM (SIX SEOIOG ON SHEEM 17. 1e, 10 A 20) -------- a1AA//tf7. wt7. 11/1B, BB/t7. E/q, E•/1I, 9' MI PWr/,e• fAw/v a BOOMmw/n, 7wr/re s eewpo ,• MIN, I wrp IT PhIgn MAIL F IT 1 ' r _f.. L. T 1 i. j i .. -WOOWI ♦ 1/[ 1WY{lI' I i•, i I tl � I I r I IWR eorror aa$gr D.Y..®a W1� , IMM MI AIer Anse IWd- �'. +yt7.tee/iR 3• �I t. MIN,nR n /2e i> w/ a ,Ba/ I A BOOM I. I-.. _.__------__-_-'-_-_ 'ANCHORS (SEE SECTIONS ON SHEETS 17. 18. it A 20)._ OPTION 92 FOR LIFE SAFETY STORM PANELa ELEVATION SCREE 3/Ir-R• I/C HAIL w SECTION A -A so" 3/1r-1• ► ► rL "► [41.1,1;1• LI ► l - . . L r • ► MAXIMUM A.S.D. Mom. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (? TO GLASS CONDITION RATING (p.s.f.) (SEE SECDONS) +55.0, -72.0 E'-6' 2 3/4' UNBOLTED " i II _WOOD KAOOI ,,r" l ,•..aOgO NEMOII J.[•f' I � ��IJ� r f „]fDOp ,WAGER ` _REOMIISD �,� ,awlMtL 1 MOMMwD ___ t 1.1N lA1CIb11 • r O.F f W TNPOON • r CSC. 1 4-0 UPcON • r O.C. 1 41 IAPmN 0 r QC. j ' �1 f//}} le4 IHNAOED 1 1/j' YM. IIM%AOm �1 1/�• 1ML IIIw,Om �, t/t• MR 11I•ADm f I �PbE71itIDN A WOOD r PDInMwa A %ODD i _..- PtKCTODOR AT Rom FDHR1Rlti0N A WOOD R•NeRR MWAGa N•MU y WAM ! 1, . I , -AWL_ U !.(FM_._.. �' V / `• .4b3.-_ r I IN_ i L I / / N• I �Nr i 1 ,L _ /D 1' Mw. OIAR' D $Has I `1' � I I i IAMB rwaim �DA v Ma NYVEL tTH10nH a rHa�t• t• yp, I (PIANO LENGTH DWMLID+7 1Ot A 1R M($QPANEL GTHOrn"Aft FM t!M 1••tp I t M J`" xstl,lG INa& IWouc- $LASS Da1eaAM (w) 0�1 wdf IO i i 1/4'r-SO$T• I 1/4Y-tOL ow le � MOIF i, Rt1Cw • k Y3L _. .. _. w�f2' - a WIND NUT 1 4•V UqPC�ON��_ _ PIDIVINARON AS r. - I i I,IGee,N OF CUTE 1 i I ) --•g CONS. I I CONT. I / /. 1 by IIINs Him, W/ •"• �''{ J/rr- ; qS. w/ 3/32• NOWNN �I� I 7/aY r 3/32• VINO • , 7 wN0 NUT '1 I I ,� YMOIER • 12 I/2' O.e `\ I I' Iiuf wNMiR (DEVDIO) I I I i t 411 •TAroa • or DID. I I I 4y MHCON • r aC L - ! I ' __. 1/44 nPaa. • a• O.C. MN. I IaAM j !. I 1-AaOBIm W/Ono) 'I: I I , Pink, AIf SON A, roW%nN j I ;'i f� 4 It W, t nONIAT 1N _...,-�1ti) W 1 1 •MIN. r4uI m 'I • I O RAZE �, a FIATE I a< PLANE AT MOADM )._h I ' WOOD RATE 1 !,_Sy4' IVD00 %Alt •---•--YIN' W000 RAit �.-----.`_Y�• ROOD Ptm `'. �. BIDIIMm RDUMm SECURED W&I ve.1' SCALE 3n•-1• scws ]//'.,• WALL ]/B'-,� TI((/� vG • '• FLOMM KXLDRID CODE )6 N Velocity Hurriew ,. INmLu11DNt ARE ONLr HIND FOR stKDIIDs WrtH ALa Cum LOADS II iD Iee.e, -72.0 FE me MHN6S umm UP 10 s'-r. : ; * •o= ILUM M 20 OAK OALVAf62ED STEEL BEERY PANEL 3. FOR NEW 1100E TANS WN%NNNCICN WOOD MEMBER& 7O BE SOUNDIN T �•- O Pea No & W/ VKSC cow" or 0.m GII Ecum. ♦ ? / PROTECTION PRODUCTSH LLL'. aNH ., . _�. _ -- -- III BS A. oL COMPONENTS FOR SERIES 2000 d( 1000 E-Z HANG STORM PANELS (SCALE 1/2-1' ILIW (MAC (OFECTME w vvw)---- -- 4 _,e 1/4 `. N I 2.24V 1 r( I 24$7• Ram a R Nm � 3J00• 115 TYPE A&7M on -�-- - moE a&DE 0-0 ON.V, ao rwwr DBTA► AT A0.A ws '� ` ANC, q� -------_------------ --- `------ m STORY PANEL ►A16'S_ ENO, UP / • VT"` AbAA1T - 13fiME IC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ MEYMMD EDOE (N.T.S) -•i r 12S• q L-3' MOO.--N Q7 3. x3'(Mu-) ALCM. ANIKE 7e0' 056' RUroJ L._ ©STOP "A 1 600.E-Y5 AWm. ALLOY L23o'�' Al ---2.ar-- . O $EVER&Q 'hR TRACK N .fi .elr r (--- ? 3.750' r � 2.1Tw I._._-2.00r----J fi7PJ Wr TR= t♦ 60e1-16 AAKW. ALLOY r-2.581•- $. 2.250•-1 Aa)• I j 7.DOD' 2.t4a• ' _ N In, r 2.000• 1 - . ------ - O 2-YS-jYmea AWM. ANGLE - INSTALLATION DETAILS FOR OPTION INTO EXISTING POURED CONCRETE E4• TAP'CON AcHuRs _ T 4' TAPCON moo"114 r oz. • r ac #2 FOR JJEEE OR CONCRETE r i SAFETY STORM BLOCK STRUCTURES CH ' IAPCQN ANOR% r ac PANEL SYSTEM . _ tj4• TAPOON ANC1GI% _ s . o.c. POLwEo OONCET)L NI COIICIIEIF. I - BLOCK EONeEo .{- OR Coe CONCONCRTL OR CIIt7E BLOCK KGtAI® I 1 ' AGIR•D Cp►p[7[• \ OII WIICMIIi ROCN IItGUERm PCB Cy, ;\ ON i ,, e1,0a1MAUYKD amp. g C g I ow to MB.1 IDIOM 4 aNas 1 Ol ' 19 _ a { a 1 y d • I--1All I LO. t.D.♦ E0.• � I L I/2 r_. ,//etis/» trra MUT tlr♦NEIR ! - _ __ , ay-laJ{4Si M.a M/ i,/i t +Y-2aa(4Ys. ILL w/ •u {' .. ;_�n''b2/32 WNG MR Wwe1E1 /7,\ e , 2/72• wm N • 12 T/r O.C. CinL 11 / • oz. 12 1 I •' (awlo) I' . - /i MQII�DIA(Rwpq) JMRAEON 4' T AIICIDNb "_i + 1/t• as--�+ t/r 0•c I I 4 t +• I __. 1 TOM (SD1eaIDEo V solo) (srAaoum w/ Bne) s • o i ,._ ROUND CONDOM BE°oCONnI[R BIDCK __.. cokvnm BLOCK R : _.-01 CONDOM R11DCII OCKOW wAu Mou Be" 3/e'-1• SCALE 31r-1• WAS 71V-1• L EL SCALE 7n•-1- m No IS ♦ m MR ANGWH• TNK W NA ,.Ae$e wR $a,Y,A1DN• 10 OAD AID 1118 ._.Ian . AIAMINHp/H, A fl(V""ML r notion $RP N , "Viaewra VMM•:••••. MIIAM MOOR lPACIet Am MINIMUM ON 1Nm OMOA1m OK COMICS ART $O P T !l' ' ENSIL '" � •eNrIMAs IA, �I • G ► $Ckum MR EA UBE i14N WOOM a RLrL ar a.r W , : FIARIDA NHLDWO 'CODE Ve NIMn fXA1,ta no= ANCHOR WAM A J 0 S oom Rim AWIR %a%R MLuft"oo MAD,D SOWN ON HE11m u FOR NO. • I, 20OWsAlVAt6ZE0 STEER ETolef rAl1El * 20 OOPPa�Wanl TFOLo a "AiriA6E, Of un wM Mom MMCNC POW= T _- 4 - OLONAL PROTECTION PRODUCTS, LLC. ' qy - - IL .. r ---.- , MR DID" Mom TM a RE TIO Sam ,r EC O EBEe. "O •• R10 -y�� +Em R.R. M ~ FF.CO: ::'i. R.. AMA PIbD asAraT$NR► Izr,M� WALL Avolu SAW 0 MUM PANEL SCALE 3/r-1- MMALLATIOIS ARE ONLY MAD FOR ov4m S OWN ASO GOON LOADS UP TO .0.5. -72.0 PST AHD PANELS LENGTH IM 10 $'-e•. A FOR NEw WDOO FRAME CO STRUCTIO1: won women t0 fit SOUMGU PAR ND 2. W/ !PROWL CONSIST OF OW OR EQUAL Y i WAVER o U000 ` /,' IWAOEII 1/ I^ j r 111PNAIaN i EXISTING - oRa ROHIm1,D0) ' I a a owow I �'Ij``No. , L LENGTH ..�1 :_ '`'_.•.{r PAWL lDWIN R I KLOM7 t/4Y-2A1' _. (SET NOTE I YGDw) SS. M.s OF I-, 43/32- i 21OCKID_tea _-? II' I� '�tVWnNa7l (BtYOIp) t 1 4. O.C. W , 7/11' 1 i AT MOW01M OF RATE \ ._1i.n�_•^ I, 1M1Y ,x SCALE 3/3%1- 3' Ma, r/24 , •/24 ► „@ A,,,, per on , @am 1 MA. RaK AMONG" •'"�j y. r Ma. GRIT$aeeAt a HARES a) I 1 r IAA 1..1 Ella Do we 071E HY1NIa7 ' ' ON,aoF ►A W (MODmO raw {1MOIOR ►NHa) � � N V i• •-•-�•PARE�r' -. _. � R'MU (NI{IrOiR aQ••N•O� Re [ •L• NOR z L 4 MO♦A' 1 I i !E NOR . `NAM "M4 sum � 1 J tlj •i W _+ ;sL vet r._ .. 4nsv . • -�� L.3INS "M 4 $,AII'E_- TfE¢E Hew a• ,: MNLI.WTE (7YP) '_: yp, NOR comet L %GOO& SR eGaW ►'(' Qaea--/Y--'--�• (y,TENA u ON Xw It:a M WOOD SIAtr.- ,'mW. I,IN7OWCR� 1/Y 1 f/rI AT Do NTI�/ II w $Maas s1v as (1) 1WD0 a W/ oI w • y� PANED TO BE I6FM.1ia A L 'r P 'IV PAND. OPEt.- �A 10 0 AT OR7YWAR 1M1110NI/pqIE( Al2AR M BE Mir BE FRONmn DED M IW/R 411EIOm ip K e1sT/41Aa 0Y R! [ TYPICAL M!09SOT SIAHIIICNIEINSIN1E11 HIOY E-I HANG STORMSAKE�P�ANEL W I a t/I11C�R� ww .1 1/4• M.L GAP re - aw ,/41 Mr OM Iv et®w ON ®ECT®fON -A SECTION 6 S-R 'iA �r oo'RwnlOa IM" „�tt a,EY A am 4w - r (1). DEYm[Rt OF fIWMS reels E - 2 HANG STORM PANEL BYSTEY CONSGBIINQ OF PANEL f •% SUM. A/ P AMiE PLUS 011 i1• LONG (1). E - 2 HANG STORM PANEL SYSTEM COHISISrU/G OF PAM . (SAT CanI. TRACKS TOP A e7T1'OM. (2), END PANELS SMALL INAVATS K CORRECT ro SRL WALL BY MEANS Of (2). %ROES SHALL ALWAYS E CONEOTED ro BOTTOM TRACK OTNEFR%E A STOP BAR PNEUNTES OR. IF USED Y w/ to IONG1 IRA" 7Ar dp PAHEI.S 9MAL1 E PMU61DM AT TOP OF SUCH PANELS. sou. E CONNECTED To W 1 Y14 - /41Mro TAPPED AS 1 4 11-2p.2/+ M.S. W 7 PN3w DoT/p32 WOAD M/E t 4•e,,�/4 MA THUMBSCREW WHIP A wit DA tat M1RRiSCEt/ (3),; TAPPED LtOTroY T K (OCATOH�� �Y K AT ETHEEWkk Of (3) CAM ORION END (3PAN43 DRE US6 JOINRY W/ le' LONG (� AT EOERIOR MT SEANCES OF END PAH[t. ��rTpM Sur END MUMS ME HDr CONNBCI4D m EOTTON urs. XSTO► BAR �J EALL K PRONGED AT TOP Of s7XrH PANES, (4). O CASE RAT END WAM AE NOT CONNECTED TO BOTTOM TRACK pa. A STOP BM 0). FCR Mi$TAILRION$ 'MEN END PANELS AHO SOME RITENOITEERSS,P,(VELS ARE OIRECRY % ONLY USED AT TOP AT LEAST TWO PANELS SrMWI E CONMClTED ro BIrf1NM 1RACK YOIReEDI NOIRLY N TWNst BOIION Atseq ONEiDY mm11m AN L N3N0 SPECK HIGHER ON MCI[ (!) APANE IN SUCH TIO CASE OAIIECOEN Of PANELS wW/�Y1K PAN[LMAIFS N / BFOOWN dl E31NOIpH ANp W 3 f/1WAL ' ro 6ot7oM T1MIC1( MAY OCCUR AT NAM PANEL LOCATION Mn, W OE L%TANCE FON9lLCTNRMHE PAIRL Y W DDEX (5) SEE SECTION 1'. S A 4. ON SHEET 24, SEE ANCHOR SCHEDULE OH SHEET ZS. QA�, yBfp <p11N111 NOI TO K /X1N11ECTED 10 I� BY ANY I=. 1WCK� INSTALLED �,�A�� A T1k* SU YAT ADAAC iLSBY TRi LEFT 0 RIGHT &OE of PANE) NAVE INSTALLATION DETAILS FOR OPTIO 2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCR E OR CONCRETE BLOCK STRUCTURES 4 ,APcoN ANLHi0R3 .. I/4• TAPCOII N►rANaRs -"e• ae. i e• o.c. Olt CCHCRM p 11cou eLock: TEBlacri 1 \ # ! 1-t- ..... j a I � i 1 1 �- ARE' - j %Ass W t 1 i I EIe � I i 14-1010 PAEL"T PLUS Tn.0 . 3/w WIND HUT *,B"M we,Nome. '- eeNGIETErDa WAU kftk= IONIC` EL BOIL �n•-1. H ♦ m FoR AN ♦ A1�0 wa 1/49 1 44 ,W.y. TOIM OO WW M I s7rNNe ra NeAURWIe HRro WDao r $MR 0%04 w 2 7 ARSE CS%Ot =AIL�OR arrow AND l Two mBE D•D,HNa Mt L a ,l4$ •ee4WMMN OAN.A W 1 , , ] ,p us TA Solo" ICI EA NCR tlLw MIN a Wwflr1I Nov H1010R NACHO er $CNNmkt W,L aHu $...r w OV AMIWL4 1EISR Nr III[ NSO MINN.oN M M FM10Nee OPERATION 10 K UWL FOR NSKAM '-- -- Of MGM "M WOMAN LfACMP ALMA ler- CS UBE lllrl SMGIN $*Cam FOR TAa ANCHOR I t a TM fCl%IA2 - - -'" E1.1 ow ; : waver I14.6•-_-...`RJe)2'3r 011NATE0 MgAlSaIWtRommm cenGRETeLorK WALL.YR At - AVIAN IL AM Pmn SCALE 3/r-1• 0 C7 UM N c%jm IN N LL a. O " N p U IN E mil. Q O :�• G r�, .Q L c: (1 W O O _ > [L ° LUp nB&eRMM Mars■ Nn _ E/RaEn SIEtW SYSreM 1. 1-2 HAND STORM PANEL SHOWN OR THIS PRODUCT r#"T*N DOCWflR (P.E.a) HAD BEEN VERIFIED, VGR COMPLANCE IN BI) MIMUM EMBEDMENT OF TAPCON ANCHORS AND 004U N FCII O A PANELWTE ►U)B INM CONCRETE ACCORDANCE SON TIE 262E (71R MUM) OT THE FLORIDA 6UUDMG CODE. N.00w SHILL E 1 t/4' DESIGN WINO DADS SHALL E DETERMINED As PER SECTION 1620OF THE OWN MENTION O COCIL 112) WOW EM M)WO Of 1/4•0 R 7/e• CALK -ON ANCHORS SWU E IS 7/r INTO CONCRETE. FOR A wI0 SPEED AS RFQIIaBEp W T,E WHERE THESE SHUTTERS MARL E PIBTNIEO AND NO EMBEDMENT W10 ANY ERAS% MATERIAL SNAIL BE PEIRNTIED. TOR A ONq.CtIONKRY FAC10R NO-O.BS. USING -Is ARID SWILL NOTEfCEEO THE W1XIMiW IAS.D.) 1/4' 0-20 SS SDEMW)( BOLTS USED SHA L BE LONG EIOUWI(SIgIRO ANY PINRH 44701K EXIST) TO DOWN PREERRE MIMICS INDICATED ON SHEETS 2S A 2e. ENGAGE 3/4' INTO ANCHORS, W ORDER 10 VERIFY THE AIM CONDITION, UVILNTE DESIGN WOO LOADS DETOIMWED PER ASIDE 7-if SMALL BE POST REDUCED TO A&D. DESIGN OW LOADS IV MALIIPLYNO THU BY 0.6 W ORDER 70 0.31 W CASE THAT PRM" STOW. OR PRECAST CONCRETE PANELS BE rww ON THE DWMIG WALL. ro COMPARE THEME W/ MAX. (Asa) DESIGN PRESSURE RATINGS RID101TE0 ON *a, 2a A 26. ANCHOR$ SMALL K LONG ENOUGH To BEACH THE MM BRMGCruRE EHND SUCH PANELS. ANCHOR/" SMALL E AS MENTIONED IN @.I) AND W s.2). O ALIOFK TO ,ERMY T,FO COMPONENTS WIND LOAN WAS MMANCHORSE ON THIS P,E0. AS .TWOFAST WERE NOT OVER STRESSED, A SEE sNCRFi►SE W Al1DWMRE fTRFSB FOR WIND LORDS WAS DDT. URIC O THEM MW-YB%. FASTENERS BRACING TO WD00 PAS BEEN DETERNME9 W ACCORDANCE WITH N.O.S. 2015E (C) ANCHORSSAC LE E METALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECF101T,ONS OF THE ANC CO S STEM PANELS ADEDUNCY FOR IMPACT AND FATIGUE RESISTANCE WS KIM VERIFIED INN ACCORDANCE O SECT 1425 OF THE ABOVE IRFNT10RFa CODE AS PER fENf71WTNOM TESTING UABOIA1pM, INC, REDOIT 12032E K PROTOCOLS TAS-201, SS IT 9W1 BE TIK HIE ONS>BIITY OF THE eaHRRACEOR To VERIFY THE SOUNDNESS OF 11E STRUCTURE 111[RE SHUTTER TAS-202 AGO TAS-203, IS TO BE ARACI@ TO BI&1RE PROPER NICIOMpE THIS SNUROI SHILL ONLY E ATTACHED TO CONCRETE, ROCK OR N000 FRAME BIUUDINGB. 2. tN% SYSTEM HAS BEEN DESIGNED ro BE OSTALL2D ON THE OUTSIDE K THE OP[NNNG ACCESSING THE CriNMO FROM TIE WADE w/0 THE USE of A L40M OR EMT.. THIS AP►UCATI N Mr VALID WHEN INSTALLATION 0 INTENDED TD E PERFORMED 12. THE INSTALLATION CONTACTOR % roCOMPONENTSEAL/CAUUL ALL SHUTTER EDGES OH CH REMAIN IN CONTMIUGJ$ FROM iflE %BIDE OF STRUCEURE. CONTACT wHM THE BUM" 10 PREVENT WIND/NVN WIRUM. ON" AND Sk SMATTER TRACKS ALL AROUND NLL ). SERIES 500E I6TALIAION % APPLICABLETO SINGLE A/O DDOUBLEHUNG SINE NIH100WS WNd INSTALLATION % REQUIREDTO K IF"", PERFORMED FROM THE OWE OI STRUCTURE. 13. STORM PANEL OSTALUIDION SHALL COMPLY ON SPECS INDICATED W INS OWNING PLUS ANY BUILDING Ale 2ONM10 REEAAA1pRS PRM" Or THE JURISDICTION WHERE PV Wr B APPLIED To. 4, SERIES200E NOSIAWTON % APPUGARE ro SHNGLt AM DOUBLE HUNG AND MgRT20NIM SLIDERS STYLE 1MINDOW6 WHEN INSTALLATION % REQUIRED To SE PERFORMED FROLN THE INSOE OF STRUCTURE, 14. AV" VWNOOWs AND INK 1, INC. E - 2 NANO STORM PANEL SYSTEM- IS OGOIf POOfp. S. ALL ALUMMAAI EXTRUSIONS, TO K SOW-Te ALLOY AND TEMPER. (UNLESS OTNEGDV%C NOTED) 15, (a) THIS PRODUCT EYALLACON COMMENT (P.E.D.) PROWn BY THIS ENGINEER IS OdOBC ME DOES HOT ggwDE MMORWTIN FOR A STE SPECMIC CT; Lc MERE THE SIR CONDITIONS DEW,TE FIM THE P,ED. s. ALL ALUMINUM SHEET METAL USED M CLOIIREB SMALL HAVE 31p5-N,+ ALLOY.(S) COIMIRAC'TOR TO K IK.SPONNS%LL FOR 7ME SEQ.'110N, PUIIrAIAGE AND INSTAlU1gN IAICLNDIIID lME SAFELY a 7. ALL STEM S0<EI METAL PANELS BALL HAVE STRUCTURAL. DUALITY STEEL, ASIM A-s53 GRACE 50 MIA.. DKvAw1IV STEEL. THIS PRODUCT BASED ON THIS PLC- PROMDED NF,/SHE DOES NOT CMTE FROM THE CONDITIONS DESNLED ON DESIGNATION W/h- 5s.5 Not (AFTER ROULEO). THIS DOCUMENT. COMS7Rucnm SUM AT SITE IS THE CONTRACTORS IKBPOMMIDUTY. B. ALL SCREWS M E STAMLOI STEEL 304 ON 31S ANSI SERE.S OR OORROON KEWA14T COATED CARBON STEEL AS PER ON (4) THIS PNOOMT MUNITION DOCUMENT SMALL BE OOIy M WOW r MODIFIED. 50016 W/ 90 NH "LO STRENGTH AND ED kA TEASEL STRENGTH A HALL DOILY w/ FLORIDA BUIU*6 CON SECTION 2411.3.3.4 (u WE SPECIFIC PAMCTS SALL E PREPARED BY A FLORIDA RI0611RED ENWNEEN on ARCIMRCT WHICH IRLL A DOLTS TO K ASIM A-307 GAUAVVL 0 STEEL, OR AM 304 SUM STAINLESS STEEL WITH 3e kA MOMUN YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E,O,R.) FOL THE PMOIECT NL7 wHo OWL E REEPONSIDLE FOR THE MIOPER UK " THE P.E.D. ENGINEER Of REOOIID ACTING AS A DREQQ��TT�tpp EMGIFEiR 10 THE Pt.D. OIGNEER, SMALL 10. ANCINORS ro wALI SMALL K AS IDLLAwS: iRlCwt TO THIS uTTfsR HERE SIZE 9PEC#IC DRAwN1DS FOR RENb (N m [2M6}AG PtlIWG t»4rMY[ (.) iN% PEA, SMALL BEAR THE DATE AND MG64AL SEAL AND SIGNATURE OF THE PB0rOSI0NAL V ONICEII Of - 1/4•P TAPCON ANCHORS AS MANFACTURED BY LTG. BALDEI. INC (YIN. re-31S2 µLE) REOM THAT PREPARED rt. - 1/4• e X 7/A- GAX-,N ANCHORS, As MANUFU,CWD BY WINALT Or- (MIN, rc-3000 µL) 1B. 510BY PANEL WNUfACTIMERY WEl 9lWL K IDGTED ON A BOAaIY V%IRE 10G/1GN At STORY PANEL N - I1+-10 PANRMAR FE&LKE ro A PANRMA7E PINS ANCHORS. AS IAUNU►ACIUIEO BY CLCO CONSTRUCTION PRDOtNOTS, ACCORDANCE WITH SECTION 17ps.0.3 S LL BE BUNLDMNO CON, DIE LABEL LOCATION ALL K PLACED FOR AWL OPENING. (r°-siTO µWEE) GEL" To OOPLV WITH SECTION 170e.9.2 Of THE FLORIDA BUILDING CON, At) M ANIAN EMBEDMENT OF TAPCON ANRIHORS INTO POURED CONCRETE SMALL BE 1 3/4• AM 2- FOR PANELMATE FEMALE 10 A CRENATE PLUS. AS) AeNIAM EMBODIMENT Of 1/4'0 K 7/e• CAL(-N ANCHM SMALL K % 7n• INTO CONCRETE. NO EYBEOME1r INTO ANY FISH MATERIAL SHALL K PEINAITIED. ,N/140' 0 OUS MAXSIDOBOLA USED SMANG LL K LOW EACK"sHO1lD AMI FINISH MATERIAL Easy) TO ENGAGE 3/4• IAA, Tl� A.3) w CASE THAT ►IQ:GAST STON4 RLErw1TT CONCRETE PANES. OR PRYERS K 70UIID ON M ETOSTNMD WALL OR +�.,••• i FLOW. ANCORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. 1WCNOMGE SHALL E AS MENIIKID O A,1) AND N A.2), `! r No.44167 '• (B) ME>s•= _ ^,,, ,N »- NMI - 1/4' a TAPCON ANCHM AS WM/FACTiRED BY IT,W, BUUDE,. INC, FI.ORIDA DINNLDNlG CODE NU77f0•0• HAM • MFe n1mP� PHF. 20 sw AV DEVAILT INC. V�1300'IELCO �•'• f( - #1/4-10 ANEL MIE MINI PANEIW�ANCNOR& AS MANUFACTURED BY CONSTRUCTION .� Dk"WED VIM ST(MN PAEEL WMMN IN, PROOIxIf (0`m-2071 P.R.I.) '- CLONAL PROTECTION PRODUCTS. U.C. "/wNAr . IL EC O INt. .a►$ Lw A ARTIST "Nov. OWABD- %-0 (ML+GwF-sm" 20-176 ►A en/wWIFAR/DAw rA-Om01$ PRONE N-: w a., ► amt. or r ut ON I� ■ ANuts, J i i DUAR, I wam I/r - r Inflow , low /. r $yaDlw R� f Ht i� PANEL 1 TO POURED CONCRETE OR CONCRETE BLOCK VAL 4 o.L Mpp_�WyR�BfaM� Mt ttual° !L-+O•-a'i-1C0-- IYIITnaHi� � ~ ./We NNUM Am SURD -our Maud" DEBT. 11 ,KALE t %%I A. N C..) CD 2 �- 0 O C Co O 0 C � Q 0 � O cu LL O .c i Q� O L a _C co .0 1O .c c C d c/) W cu O U) CL cuILL 0 ■ t� V J CID L m LU Q Z Z Q J d SHEET NO. S H 1,2 , _•• ,I a I..�11. .•,, tr; M ... Y„a- .l l•..� 41 1h714 ~ TO We" I TO M1WW0 (6K� 0o~rORp,l *"A -713 wOR LDS A ///r ml1ED • 1'. Y. 3•, t'W. 2'0 • 391 .6e.a -73.1 70• OUR Los Y 7/e' scum • 4' a 4'w • LR71RI® RbM�BO/1DY OItLA M.7L ! WWUNUT Al I2.OWN f 4011 Or N14 WPM a:. - 1 ]•,. .•l 1'.• 'f)l' .11 ",,61 ills .N1 �MWI�III A.FANES150MA I AMN MICMp,e TWO N FOIL E It . a tn• « NPLR41p2 TO lwnowg M emm a 7,BY IDN VANUPNQD.1 RA Ll.am CIIMM 1WCYWE IBM[ IIIPAWWPR[ RUG ro 01WIdflE To cowlwnE m WImw m AMBNnS 1. 12• N/A 12' N/A ,r N/A 12 N/A V a 2' (TOP) 11' 3• M 10' 3' S' /• 3' 4• 1 BOnOM) 1r 3' 12' S' r •' e' r 1 BOTTOM) t •a0. -76.3 N/A N/A NIA N/A N/A N/A 12 1/2- 11• 2' (BOTTOI,Q 70' ON ItSS r N/A a 1/Z N/A • 1/2• N/A / 1/2' N/A S (TOP) 17• N/A 12' N/A B 1/2- N/A B in• N/A 3' (BOTTOM) 12• N/A lr N/A Ir N/A 12• N/A 4' (TOP) 12' r 12- 9 1/r 12- it' 12• $1• 4• (BM&4 ♦ LIMITED 10 e6.0 "1. A.S.D. OEM P11gSIK PAY". &SUL OW AB ARE "OWN TYRE f SFACMO IM OWA AMM MD WON moom MUM NB WORM EDDE Dow= AN W com ON INS $MORAL IN M LM I,ON MVAaM ON IMMU SUM ANOW OACM M MOM" ode" WNIW all m uA v M r umn MOM m MS ar'ow" to ME POM" IMAM® MOOS OWN= MANS FAM SNALA TOT K LERe 7H4W ON&" SPACING ROOM NOR DON AHbNR IWE N Wt t sti PB[ _t/49 "40 _-t/IRA DIIRi OL MOM AWp W 3 a 1 3 . 1n Emem" O OPN•M 04 3 3 a A Y AW.7 01PWNW 0. N a 3 In 3012 4 m't _�• r IRO - IRO .B 3 t Im INC 1 + OO NES MAMA, OWNCE KnIUN e0" M OF FArcL 1 in' AND ® to BL 11r `-1MeI 1 1 ++ RSG{RREs 111q, TWSTANC[ sEnVM BORW o1 PANEL I Am ® TO BC 3/ir 3/,r RAT. COMPONENTS FOR REGULAR. iIFE SAFETY IR E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2"l) .0 Ile130 -,- _ � .37.'-.. .t»' ' ; lo ABLE a a ,n. �,. , ana,R,K CA 1313D' .-.,.SSG•._ I.30r i�� or . 6B°I• ' to " ow R RLWBEO) 2GT • \ / i Dow MIN. IIPGH 3JYe Ar i 1,671• � - �� 1. --Jl i 1 "DOW aMYM•eD STEW f l m0< OM0AIN 6 s0 MMNM TV. /Opp .250'2• i .Oa/• 4a• IA1r G-• UMW. EOBE 2.13' --GRAIL A K J _j CLAN• SDD••'--) .iBD ) - 1 373' 1TYP.) (1YF.) TRAM ,.350• (fl STORM PANEL I- PANELS t.3Bo•.saor- PANFiS OVU RE INSTALLED ALR YS 1-- 236r-- ABo AT U TTa �Boi a calla O •NM HEADER �T► O3 -r- TRACK © ANGLE wRN SPUD MM2 Tt EJNO tA! 1 Or PANEL G&Wkp ,m STEEL W/ 11[31 m FfIIRZ ! '�'• I ' rlaaL / ..-Ce. sw OX3 o.2eo'S �t»o. 1407. /.62a L Y1S0 L OR iA a VIEW DETAIL 1 ) _ - nD�.•L N --.•p••� RDIR M CORNER A ENDS OF PAIEL'4 1 - M .DES' •�'' (�(�j\�j'.- f ,m• .. _ ENO up w/ Hamm [mt L r._ . 1✓M.6ffi� .125' (N.T.5) �•• S UAli f __fDKrM'F'MLL iRBBOSLL../ NKEY IDLE ASNER 3.73r L39D' � ). 7eo. O 31105-MST ALUM. AALLw © KEY HOLE AT PANEL L"'. 7°0•'- -) a su 'sNBYT . MR LGMROHM/ L 124• --; .,Sp--. A13• Ummum S MAW tENGfH B H J. •0.1• W /26• L_. ONLY MILD no #BtMAA7IGN/ INTO 1.860' 1... 375' O (�• (T4.J wm STRUCTURES. r -; -� Lam• -- 7 s.7ao' •-I--eDl• j ---'t t2Y 2.am 7 O7 MY, X WADER © "UM HEADER - - � L - - - ) f 7ED ("'.) -1` AWL ro s• rNe.. ._....� ® SLEEVE 1 LAX. '-- Lam __ ' ® �� 11 -Jw TRACK Q Petl 6 371• r----3.000•- 3" Sae- or A. T (MR 1 Z K WSTO P ,.._. _,.,..m.___.� )-.._,..-_...1 >,� _ _) ,a? ' •• CEN ( oMLr E wwo stoLL L '''777��pppp pB� � t(� (USE Art 173' j['�J �) �• •SY SYSTEM) a063-M N1M, ALLOY x.000 I T P f, ) t. `- -•••T - tl NO.44167 FLORIDA WILDING CODE Non N NurriGano lom 1 +, `'' ia3• `6 'h . Lt® MM. i i! (--.Tj{Y) .65a,nMa rle 24 UK CALVAMZED STEEL STORM Pon mm IN. tarot TSB Ir- i- i•._ (c,n') L0°0 STRIFE OF 2000•- LAB YEC7IMNR -.._ "nf/RMo IL EC O Inc. I'McTR�N� MOUE MO a: S, mm MASSLO7WM n�w'aMAs►nrF 20-175 © HUL-OUT 'T'M © {�LD.D-GLUT RF" TRACE ®t ®W�j�EjjEQ MONONUT •-+ . N• IeRWIM R. (ZAARAC 3 ALLOW) RE >pw/MNWaur/WW[ eYWRA'i PE atABr 7 O N AN mNC11ElE CHORS SMOG B THOUGH 10, CONL11iT<�REDlellElT'. Dogn ' 1 1 1 1iPy-70N1' El wn Pp r Ne.. ._.rl_._.. (SEEON ` _... I. iSOMA W Art* .I (m somEMIE 1 ON SHEETOF 3) ; • IF t AIM E i O t3't/I at i 6 1 EXISTING POURIE& CONCRETE ,�. �v ` , ROOLM" .. •, ME O1 WALL OR SLAB (ALE►T COlBf110N) `\ cmcmm p11A1p OmmSHEON S eB iLB000N 10) '•--._LD..-...__., 3aS.ILM AM A 4C/Yt lnl+, iIO COM CONCRETE ANON f LOCATION T ,EAM,M7E LED r- Ib 11• ,O e/WII NEAP '� • �laai�• satc w IN wr IAe • 1 1 l.11 .I aWl/A■ I t W I 1 (M SH¢T 3) 1 t aWilA� S� �P ti"' ;.. 11t 1a1 !*Ile war 6T i• AID. PANEL LENGTH NM6 I 1/ ---- uN/M aA r OUT (SEE SCHEDULE old IW 3) -i 1 m V � y I I Q 1 �f cp 1 EDIT suDd" OF PACflt- t ; MAX 31I y 1 r M • e ,n' °A' CONCRETE ANCIGRS SEEtB • TMOUGN(m SCHEDULE M 101 I.'-(9i2 ,/B• fANr IAAIL ALIIMIIIW 1 t:/ SRACp16 6 1/4' O.C. VALID FOR OI aD""ME'[ E ofm FWU CONCRETE 911[tT 3. PALACE l.i�INGt11�G OEM LOW OR comeimm IEpIrO S'm" i• MAY, LONG A LWW PPMM • 42 11r O.C. (SEE TABLE Pt ON sHQTS • a 1 .) SSAI 3/Ft •. O •. ,r i' 44167 STATE _ <( T GRID ;O ..... • .66 TERM e00101itI0° Me.24 1 E C O Inc. I.�i-'SAi'►N, 1 . F., A .►. rt OAK GALVANIZED STEEL STORM PANEL ram' 111, PROTECwN PaooucTs• �• Mar u. 6, RMBR PYOC PNNM'•`76-L .I'm 4ompa-4m °'"•m 20B�17H5 fNRST e a N INSTALLATION DETAILS FOR SERIES 2000 Ht 1000 E-Z HANG STORM PANEL C1� INTO EXISTING WOOD STRUCTURES ..> 1/4•. LAO SCREW 6 rat. W/ saw" M A- oc W/ /�- i0'067"•THOPM ic waoc m/A@�1M1RO" f' ( INN. 3V4 VNOOD 11ILAOED Powwrgm IJ � ASNM Mac WOOD HIAMR. 1 M7 011 (M FDDI It A awA�t4,1. BM.x I '. I �, rADoTr® \ I �' a EW OF DUAL 1/24 a { 7/4•P 90 7/.• I NHS W/1/r,O,]7• t*IAY OVERLAP, ly l 'r i um m sea" or 111RENLD 6MlOED11Y1"TON. M Ih 0 : ,W777YY/0000000000f00000 OR 7 MOOD OAAII Rg3/LU0 /1A a oN LODE 1. OSEVAAT&A ARE ONLY VAIN FOR BUILDINGS WITH AS.0. 009KIN LAOS UP 10 -66.0. -75.3 PI AM PANU S LENCIN UP TO T-1 Y. TOR IMW WOOD FRAM CONSTRUCMK WOW MUMN TO KSOUTHERN PALE w ; W/ SPECIFIC ODmr OF M55 OR EDIFY. tE SKGr1G1g1� MO RLTRMB3WNHS r011 11 a WP RMR ®AT 100 As ,AIL AS PALL (D COI/fO1pN 1'C rMCAS m a® AT eoflBY. Boo CN 1m0 OR 2000 rE11R3 MTAUATWN ttA[ ON gm 2TT HROR .RAW DDusrmM !y ..OIIDM- L tDr !BOTTOM rouNi•gs ra NE IxMAM10 IN A/N ) AV TO EDIT ANY WIMALLA1NN, • 111•. f1 MAXIMUM PANEL LENGTH L+" OR `L-" (ft.) 0 MR"" A.S.D.I FRESDJRE RAM fp.•.t.) N er -) CONCRETE a RWOOD '6TALlATlal♦ le 1 240 13'-01 Sao il'-0' IV-&' Sao m Ho'-fo• I", 4a0 lo•-I' R=4• 410 R-B• 11-0• BAD /•-r r-+• _ Rio 6=r S'-e BAD s's' r-r Blo... - ALO B-l• ._ I.-,.- r-G• r-B- 75.0 r-D• Tao• Sao 7'- • r-r Big r r ra• no USA 6'-0, 1'-0• rood /'-3' /•-!1 rmo r-r r-1• !rap - /'-r Frio r 6 t IR.6 r-R- POP MET or rMART 2T 1DUANE i 4 W/ I 4=o row OVERLAP r � 1 r i 1. t � '�� 1 4�PNIEI,YI1tt D �. I 7K IM 17[[711R" PINE WAnOAa 12 I/r 0; RAE( MT M mH IWOI�m wifiduaff r_ el R A; lq ONO. 4 A:'N0.4 STA OF � E Fi0 Ot••' - 4a sS�ON...ti- / rA' lC 1/4• . i• +NHL rl ROW S MO "VIM NOT MOWN rWl CLARITY VON IRAfO(Lm'r.T•_r� t 14 At. OIBECI IADBL7EO AT .cM MOB M PANEL N ©•®or� MAXIMU NE LENGTH NL+` OR "L-- (ft.) D MAE&r AS D. IF I PRESSURE PAT1M0 (P.-C) (+ M -) CONCRETE a Mom warm" T1oltR t Iw L- 2eo D4:4' 131-0• Sao tr-Ir 1r•_r Sao fI'-4• to,-r 3a0 r0•-to, r-r Pao r-r 6•-2' Tao r-r B•-r Sao r-r W--r $ao r-r r-S-- IlaO B'-o• r-e•_ 960 7'-0' r-_r �..1b.o r-s• 6•-11• RED Sao I.- . s-3• a6o 7-0• e•-r Rao r-R• r-r• Mo r-r B•-10- Fmo r-r 6•-r Imo r-r 1 4• rlao- - s•-r• rrs.o - 4--ts. rll.6 •'-r M " UNM Da MMINw SEIARATIDN To IRA■ saEnuLa wm SPEED 4 170 "ll, 170 RLM wm SAM 3PANEL M�AMED P19WA LIED UNRSIRAMED R[fiRAILD 30 OR LESS R Ile >ss 70 90 ,• ,• 7 1/I' 7 1n- >•D TO 145 1• 1' 7 I/r 7 tn• wnw�TOP Dow MOUNT T' HEADER 'U HEAOFN 1AEWj1Jlp • AFaLE F MAUL meat OW�aaB■ MAW MOURN 4r 3r 3r 13• E•• ED. ED• 4 IS Y1.5' SING ANIGIC 31• 3r W 3Y" 4x ]e' 3B' 3 'r• TRAM 5r 3r 1. sa• •r SD' 6a' 1 SY 3Y• 3B• 3r w 36• w 1 so 32 sr 31' IA s•• Ss• Ka LAG SCO"B r aC. W/ lO'OK113/YNmv,�D WOOD MEADER. (D04n1 F,41. 1M.L • G CND OF "Am i eaoy� a 1/.'I lNa eORW6 • 4' 02. w/ 1 t/2' Mn, TIrRIDm PET[•IRA1gN ro llitSlG Mom YUDEY. CMA �T 12 aC.~� •{{4 QwLiiK IIMI' IM.S. 66A00or ID E06p11 WE Km 112. • I ) I/• MIn S MPIMYM F �C 7 PC��3awp�aW/� • To 41A6.Ir I /4•`�.S/.• 11 7 !RAW'/ a rvERY EI I [rFFY 3 d.t ii JN •' `__) _ii8I .1- I r NN• Lbi i� 7rr 7j E,A HWFlVTT 4 NaTE to #SLOW) 7/:1MJ/N- 1V LAO 1RALA3 1' oe w/ n• It n+RADm POfiRATWM \ ha /4i lA6 9diWi 0 a' O.C. W/ 6". (,) 1/x NL nIReADEo rYNETIATiw MAIC • YDW,OIN Or OLM YAr WODp _ :run IrM1ARE0 rut � a Mn v� BUILI I ALTERNATIVE 4'W SCALE O0'a 3104 W. 20 CAGE GALVANIZED STEEL STORY PANEL rr. NS . QMAL.MCnON POOD$, LLC ,,w (.CAWIL 331s.ra�L:EcoI Ta Mo�vO MM M. ' s Q4-ox to rt XI -at 20-178j Me•o IN: • MWr7 ago A 2/4 1/4. 3/4, 4/5, 5 S a 6/5 1W/G. 2W/G. 3W/77 a 4W/7 MICH$HI 9 so..&I1) oN Y MAI a e f 11_'_til �1_[1-. �__11111J ullOLTO PANELS •': BOLTED PAlIR9 w/ N-20x1• (APPLrARYT AB /1'r (SEE MSECTONE As • EA LAP I: I 1 t MN 2/4 1 /4. 3/4, 4/5. 5/5 a 6/5 T 1 w/e. 2w/6. 3W/7 a 4w/7 ----- ---ANCHORS (au 11CImu am SEER a, 10 alt)--. __. ._-.__-_...r REGULAR STORM PANEL G) ELEVATION tM7' N.T.B. I/4• M. OAP (AWL 1-IW�Ott wum _O SECTION A -A N.Ts. T ,rammuA1IGN6 INro DOUG AM UNITED To , 06 P.at MAXI ASA ODOR PAnSURE RATIO 10 all /0R MA%. A$.a IIISNN 1OA06 f YAx. PWILL LL110tAB fOR O�F ^ 'TL}ys /V •'F41f ATE OF * _ om 1A, �' /_TLW�_'LM> •• �'0 / .RR tanoa ENe IL ECOI«e. 24 GAGE GALVANIZED STEEL STORM PANEL 'S PROwam PRoDUM SCAM LL sm.t smv 33"". ,+MAR, BM)WaI-T•M rw BW4)PIR-"FF "roW .. AW W.' aa�RW R R.. • y`M�`-WAWA. Nw oi-,M, G-BO{M-M7.1•W A 411111. 20-173 BI■N MP N MRI A I NI I.IT R r w INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD STRUCTURES - -_- sIDYMMT1oN , •. I woo AYCHIGRs 1 such" ; SWEETow 1 LED E M - . n i - Q, Bg,1p~ iilB atS 1 ON WELT 3) i - p m•�� 4 _- , ' `- - - - --, EOUb1Bi-4 i •:' �/ PAM LENGTH 1V000 ANCHORS _. i ,i REOIIRED,,', - -- - a" .1 I i aN SHMI Lse . I 1/4• 6F[ET 11SCNN11[ em oft t 1 )SPAMR vm"no oER_ Eo f �. i ,1 LMct11 ••` -�-__ I/ NIB. 'J, 1 1 . . NI, `� = i CO i' - - r A5rwc[RS H2�1/2• 1 BELOW )5 bEPARAl1oN 70 OIATIO 1• MAW. ; 1 t' MAX. I L, I I t ,/Y' LONG eLLms. •I / I PANEL 1 PANEL LENGTH INCHEMY "LJGTH --. I (SEE (SEE S SHEET 3) 11- - 1 (SEE SCHEME SHEET 3 E3), I PLUS SE[ SCE PANEL MAIE LE SER I 0 Oft PANEL RATE ON SHEET 3) 6-_. 1_ ON SHEET 3) \ 1 It ,/ Hal ,• • + .'( ( ) SEPARATION f7aS,Etfl,� 1 NNMI, o,M r•r) E7eBr1N5}.1 ro GLAB. i PIAiEREOIpRED . - -- MAN y CLASS I i �� 1 �J DIRECT MOUNT W1 SPACER -"._ I 1•:-'� All Beat 3 .I• ...5 lJ 1 L 12 t/2` O.C. SEE TABLE l ON SHEET 1t MR MAN. PANEL WIGMS Ar 1 ED I MAY. D DESIGN LOADS FOR THIS INSTALLATION. MAX. a 12 1/2. OG - 1_ • ._. WOOD ANCHON7 ,. aWAM SA MMI am t 1 ,K LOW P. �' f l ���`••--��' II i SHEET t l) (1) INWNMRM B LAM A A or mm MAN= ON 1r-0• WOOD it MAX IBM ADOI IBMI (aB r A Rm■OROM'MAMA /Rf 25M• PLATE RE ( Baa1B Now Y IBB11e0 aN 7aQT It). 4 AtIC1ORS l y I y,..l l I I AmpMD W/ STUDML >VAADtew 1BBGLM MIB015tOAEt�p G T'L �-3 '- PIA'R 11EOVRBD 1Y) A,NMIMS bow tlnu OO1R'afRT M BINrL YOU[ PaM1E a a SC#Imw M/4 I r j Na ON pN( //YLDYII OOIaRIOIIf M[ _.1.... 1 f -..--_ YNt MLIO BWL K I11Wm MIYMB AT • 1/'•• eG SHEET 11) OONFIm WOE '' DR6 B A NyleYtlOM raBl of 1K eG• 6PASNR LLlblm DN r 1 tNm A. (I) WA,RMA Am aDIrl FWBaw f' ' -'- M1WIS • N4 -OUR P.I. (3) NMI. A $a PALM u m a LAM to M• r MR IMOMB A /,TOY IRIS MR60U Id01R AU61AB ON ._'�Uj.... �;... DD AMIIINIM IRON Mil 1191SIHI a "$DI * il) It• WALLlA fBIU /M14 aBMlAIRNI •GIST(411 1/1• LOIN NNW omoom BSA rML K N no= ON SOLE 3/11-1- OW L IBIMLAIDII a 11/3• LOMD lM6Bl M DE OLT eIro AN rDBBA/ Wq5 rWNr WYL Mo I" we =a 1. sun IB wO Or NN t ISM MM MO no 7B0 Eo1R00 aF M Pipm SOX[ 3/8+1• I.) FOR IMOM MY R Pa'LI twm BIB OPEN FLORIDA WILDING CODE Non NI N VMlaol Nut an Zonal NOTE FOR C 1. INSTALLATION ARE ONLY VALID FOR MAY. A.S.D. a6Be tAWoa aNe. CO. No. as OADE GAIVMpifD STEQ STORY PANEL *4197 DESIGN PRESSURE RATING (P•B.0 AND PANEL LENGTHS # PENT, IN1 * TOP t BOTTOM MOUNTINGS CAN K AS PER SCHEMES ON SHEET 3 (EXCEPT FOR .. a COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') �'. 1 GLOCAL PROTECTION PRODUCTS. U. ASyTATE _ IRS. INSTALLATION, �` •. -aGR1D RAND SAS. 61 NOW ,. 2. FOR NEW WOOD FRAME t:ONISIRlICT10N: WOOD GPRM• AA tir, 20^173 MEMBERS tD EtE SOUTHERN PINE No 2, W/ SPECIFIC S% •••••. N••. YWM H4. MletHu (aMMO�-"W FM (041R/.6NA -INN OEN81T1 OF O.SS OR EQUA1. a mM7n .P► w aAWWs N• A i.Rt am a MM (Ma481t 11Mt1L.IMW aewlr i By,� bl ORFAC1 a . o LNw 1, (47 TO O470 s, ,. S10W P1WEL SIID*M ON llef PROOIRIT lVAlLA71oN DOCUMENT (REOJ rNAs BEClH VERBA•a FOR DDWRPUMNCE M AL'COEWNGE - t/a • TAPCON AtNUIORS, AS MANR'AC7UIK0 M W. BLMJM, INC TA CON ND" AS 6 !,L. WITH TIE 2M (M MM414 O' THE FLORIDA &ADM CODE THIS 510RM PANEL SHALL NOR X WITTAL ED AT HIGH - #t4-10 PAIELMATE FINALE 10 AND PANELMATE PLDS ANCHORS. AS MANUFACTURED EY ELCO CousmuCIIGN PRODUCTS VELOCITY NUMMW 2011E8 (WARN-DADE / IWOW'AAD COUMM)). - ,/4*0 LAG SRE116 PEA N.O.S DESIGN MOO LOADS SMALL BE DETEMOOM AS PG SECTION INS W THE ABOVE MENTIONED COME. MR A BASIC *AND - 7/16•0 a 51W WOOD BUSHING. AS OSIOM WED BY ALL P004T SCREW. BOLT a SPECIALTY CO. SPEED AS RECLAIMED BY THE J1RN7pICRON WAGE STORM PANEL WILL LE INSTALLED. AND FOR A WRECtIpIW)T•I FACTOR no-o.a5, USING ASCE 1-16 AM SMALL NO EXCEED THE MAXIMUM (RSA.) OMM PIESWRE M7"S INDICATED ON SHEETS C1) MINIMUM THREADED PENETRATION INM 'ROOD OF TAPCOM MCPG SHALL BE 1 1n• MID 2• MR ELCO PM/EYAM7E PLUS 3. 9 Teel 12 a 17, to AND PANELLmix GUSTS 10 N ORDER To %"W M ABOVE COPIDITON, ULTIMATE DESIGN WIND LOADS OEfOWANED PER ASCE 7-14 SIMIL BE FIRST REOUC[D TO ALSO. DESIGN PRESSURE MINING BY MULTIRI"NC THEM BY US IN DIM ro CO~ TICS[ W/ IAA. (AS 0) C.F) McMIM MERGED PENETRATION OF LAG SCREW, INTO THE ROOD FRAME UIDT SMALL BC I 11r. NO t,IEAOEO I ESION PRESSURE RA IM •ONAIM ON SECTS 3. 6 VIM 12 a 17. 10, PENETRATION TMO STUCCO SMALL BE CONSIDERED AS RAFT OF THE REQUIRED THREADED PDW MTgN IN OID& TO VGWY THAT ANCHORS ON THIS P.E.D. AS TESIED FIG[ NOT OVER s1R[3M. A .LIFO NICREASE IN ALLOWNUA. stms FOR wIO LO05 BLS m uzp IN THEW ANALT'SIS. FASTENERS sPxom; t0 WOOD HAS am OrWwED IN C.3) M RVIN EDGE DISTANCE OF W SMVL INTO WOOD SMALL OF AS UIo1W7ED M THIS DIMMING /GCOIOAFNCE WITH MD.S. 2010. SOAII PANEI'S AD[OWY FOR W V41 APO WIND RESISTANCE IMS BEEN WW LED ON ACCORDANCE "M SECTION 1001.11 OF CA) MINIMUM PEWMATION OF WOW &WOO SNAIL BE 3/e'. 1/4• 9-20 7CMw5 USED SHALL BE 1 1/2• Low •HOARY THE ABOVE $MENTIONED CODE AS PER AMOeCAN TEST L48 OF SOUTH FLORIDA RC'ON,S FOe14.01-01 AND #021R02-08, AS SHOULD SNCCO IDW. AM 1• MINIMUM FOR WALLS MTN NO STUCCO. PER SSM /B-0• a AM E 330-02 STANDARDS. AND AMERICAN TMM LAB SGUTN FLORIDA REPORT Ft 123.01-10 AS PCt tA5-2D1 4rO TAS-30S pOlOCOI.S. AND AS PER OAOlIlA710NS PERFORMED M AOCOMDANCE W/ SECTION 1e04 OF f/E co) IN CASE TINT PRLTiISi STONE OII PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS N FOUND ON THE fUGS7IH16 WALL AMC 9ALL e6 lOt)0 GNO1IGN TO REACH THE MAN S11IUCtURE BEfI1N0 SUCH PANELS. MI flOR1GA 1ULOMG CODE -MORE ANCMORADE SHALL BE UL4 MENTONE9 IN C.1). CZ) ! G4) 2. ALL ALUMINUM ExIRLISBns ,O BE e063-1e ILIDY AND ttYP2A (LNR245 O11QilWlsE NOTED). SEE SHEET 2 (0) NICIORS SHNX N INSTALLED FOLLOWIH0 ALL OF THE ROCOYYENDAl10NS Nq SPECIFICATIONS IV THE ANCHOR'S MAPOUFACft R. 3 ALL ALUWNUM SNEER METAL USED AT CLOSURES SMALL. ENV[ 3105-N14 ALLW. B. PMkT3 MAY ALSO BE GKTNIED HORIZONTALLY FOLLOWING INSTALLATION MANS SHOWN ON %COON f THROUGH 5 (SHEETS A 4 ALL STEEL SHEET RACIAL PANELS SALE WAVE STRUCTURAL QUALITY SAM. ASTM A1653 GRADE 80 MMKN. 0-00 GAL ANZEO THROUGH S) EXCEPT THAT HIEilOCR90 f0 411A11 NOT K USED. STEEL DEROMMM w/FY- "2 bI (AFTER IROLLZD). •. R STALL BE THE RESPM49OL" 01 THE CONTRACTOR! TO VERIFY IW SDLNIDNM OF M STROMM WHERE 0411IG IS ro BE 5 ALL SM 3n To M SEAMLESS STEEL 304 OR 316 ANSI SEW OR CORROSION RESISTANT COATED CANDID" STEEL AS M ON ATTACHEDTORNSAIRE PIIOPOI ANc1101AGE. tINS (NUTTER SMALL ONLY eE ATTACHED ro CONCRETE. BLont OR WOOD FRAME s001B W/ 50 AM YIELD S1NDICIN AND •D AN TEHSLE STRENGTH AMC SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24113.3.4. t0 EACH "MAO SMW PAEL WITH LENGTHS OVER 110•. AS PER SECTIONS 1, 7, 4. 5. 6 AND ALTEIMATMS 111. 3W a 4W ON a BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIN 304 SERIES STAINLESS STEEL, WDH 36 HM A/BNLI VIEW STRENGTH SHEETS 4. S. 6 f 7 RESPECTKLYI STALL HAVE A LECBL[ AND READILY WSW MARIMG M MUCW OWNER OR TEMAMT TO SECURE PANELS WRAP APPLICABLE RONFMMMDR DURING PBOWS OF HURRICANE ■AGGRO. 7. ANCHORS 10 WALL SMALL SE AS POLLOWS•. $1. THE INSTALLATION CONTRACTOR tS M SEAL/CALK ALL S UTILR COMPONENT EDGES WI04 REMAIN IN CONRNUOUE CONTACT WItM THE RALDMO M PREVENT *M/RAN INIRVSIOM - 1/4•0 TAPCON ANCHWDRB N MANUFACTURED 0Y 6T,W PA CM INC. (MIN, r•r-31/2 Pa+.) 12. STOW PANEL MSIA11At10N SHALL COMPLY WITH SPECS INDICATED IN "a ORIY M PLUS AAA' BUILDING AND IOWA REGULATIONS - 1/4• P N 1/B' C"-IN ANCHORS, AS YNARACiVRED BY OEWALI INC PROVIDED BY THE A%WWCTOH INE E PEiMR is APPLIED TO. - 1/4•0 4 3/4' SOIp-SET ANCHOM N DwRBUTED BY AL. AIM SCREW BMT a SPECIALTY D0. rA+3000 P41t.) 13. (a) THIS; MIX= NAWTpN DOCUMENT (P ED.) PREPARM BY TNS E 4MM IS DWFAIC NO DOES NOT PWME RF WWATION - 14-10 PAIELIMTE AE1141 O k PANELMATE PLUS ANCHORS. AS W"ACkW4Z 61 ELCO COKSM X104 PMOt1CTS. MR A SITE SPECIFIC PJONCOT, Le. WISHES TtE SItE CONDITIONS R1M1E /ROM 711E P.EO, - 114•0 TAAAC MUM MICHgRS, AS WINUFACIURED BY DMWLT, INC. (•) COMMA" TO % IL"3POISIRt1 FOR THE SELECTION. PURCHASE AM OMMIAtON 94UJONG UIFE SAFELY Or THIS PRODUCT A,) M TAPCON ,M/t:MOR3 INTO POURED CONCRETE SMALL BF 1 3/4'; x' FOR EI.rA PMNEI.MATE AND BASED ON THIS PE.D. PROVIDED HE/SHE DOES MCI 015AATE FROM THE CONDITIONS DETAILED ON "a DOCUMENT. COMISTVIUC,IGN SAFETY AT SITE IS THE OUMTRACTO" RESPONSIBILITY 4 3/4-I R ZA"R 1 ]/4' FOR ZAANC NNU/ IIlG710R5. (c) TIN PRODUCT EVM.uAttox Ix7cMNENT WILL BE t:oN'ADeecsD rAUUO P INODRR'.D A2) CALK -IN a SOLID -SET ACOORS SILL BE EMBEDDED 7/6' INTO THE: POURED CONCRETE. NO EMBEDMENT eIT0 STUCCO SHALL BE PEAW"EO. Ile 0-20 SCREWS USED SHALL SIE 1 1/2" LONG AMIBMM SHOULD STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SMALL BE PREPMKD Br A ROROA RDg61ORD ENOIIEEII OR ARCNTECT WHICH WLL BECOME THE No t' WHOM FOR WALLS WTI" NO STUCCO, ANO MAY BE HEADED SCREWS M ALL T4WENED 7CRCW W/O HEAD. MINIMUM OF PECORD (E�o.R.I FOR ME PR4IECT AND WHO WEL SE RESAONMi FOR THE BITE WITH WING NUTS EOEa THE U. ENGINEER RECORD.ACTINGASA D GATIEDUN" ""RETTO PP TTIIS LATTER ITE O 7LM.� A3) N CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STWCO M MOO O MDS BE ►ORAL ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL OF LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMMO SUCH PANELS (0) 7NS ►A.O. SNAIL BEAR M GATT AND ORIGINAL SAL AND SIMMI RE OF THE PWESSORII WM*XMIGE SHALL BE AS MENMRNEO IN AL9 AND IN A2). UNaINCLR OF RECORD TART P,ILPAIEb R (BI To EXLS}INO tILOIIR 1IAL1 ASTY C-MAD: 14. SNITM UMNFACTLOWS LABEL SMALL ■ LOCATED ON A REAMY VOW LOCATION AT STORM - 1/4• W TMoON ANCIIGRS AS YWUFACIIRNED M , T W DIBDEY, INC. PANEL SHUTTER IN ACCORDANCE wH SECTION 17MVJ a FIOAM BALDING CODE. ONE LABEL SMALL R GRACED MR EVERY OPLNIrO lABL1UlO ro COMPLY WITH SECTOR 770E A.] OF ME - 1/4' e . 7/1' CAI -IN ANCHORS. AS MANUFACTURED ITT OEMWLT. INC rL.ORIM BIALOOir CODE. - t/t'F x 3/4' SOLA-SR ANCHORS, AS DBTRIBUIED BY ALL POINT SCREW, BOLT k SPECIALTY CO - 014-10 PAEUMU FHA" O AND PANELAIAIE PLUS ANCHORS. AS AMUFACTRED BY ELCO CONSTRumm H - 11C A MAAC NYUN ANCtORE, AS MANUFACTURED BY OEIIAL.T, INC T/ 9.1) MPNARM EMDMOR OF TAPCON ANCHORS, ELCO PANEIMATEi AND IAAAC PAEIN ANCHOR. INTO THE CEN •'•• FLORIDA BUILDING CODE Wall VelocityNurrlDan$ SLAKE UNIT SILL BE 11/4' • S 2oM 1u,,V 8.21 CAUL -IN a SOLID -SET ANCHORS SMALL BE EMBED= T/r INTO THE CONCRETE BLOOM UNIT. NO ' TIq,044 7 � e••0 ,umP..He 21 GAGE OALVAMIZED STEEL STORM PANEL aINI r�IP STUCCO SHALL BE PERMITTED. 1/4• 0-20 SHREWS USED SHALL ■ 1 1/2' LONG MINIMUM SHOULD OOSI, * AND I• &NNW FOR WALLS WITH NO STUCCO. e7Mnr $ ; DATE I L E C O IBM PROTECTION /ROOUCIS. LLC PA t 8.3) IN CASE THAT PRECAST STONE. M PRECAST CONCRM PANELS. STUCCO OR WIND BOARDS BE '2OR1 EXISTING WALL. ANCHORS SMALL BE LOUD ENGUOM TO RFACHH THE ANN STIRUCIUWE SEMMD SUCH P .N6e w. at nAYs7 "�• / w"I-. Irq•'' . DIY • ~ �H 2D-17S ,W RIeII. IR•Aaee-Iw FAR (Ie•IMe^e7n ANCMOgAp[ SHILL eE AS NMENTHI1fIFD IN &1) AND IN u) S�OMiIL waEllatN PNLNHHI "a' I•"6 A 1INA ♦, ►t TAOF 1 .4 ME _ ro GLHEDULE ! i usi RRiwB 1 HnMM eAal r 6y -1 ON SHEU 3) RNMU (SUESSOHEIFULE SHEET 3) commm "own 1. f (SEE SCHEME ON 31HELTB B 1MRDION 1`. � I a •t• ®"; I 4TIbt• w� -In IF M I it I I 1..i - -... �`.TWV'Stam IOW SDo p ,p•-IO.I. 11 Y3. W� IM ALTEVM COCREI[ ' Pa nm co.arTE ANp101{6 OII mNCllf.7[ BLOIYO BFAUM (M SCHEDULE SHEM I "MUCH M to) �n�M BOALi 3/1., E.D.. EDGE OOTNICE NOFSECT: (SET SCHEDULE ON TOP I1 BOTTOM WOUNTOM CAN K SHEETS B AN 10) COMBINED M ANY WAY TO SUIT ANY INSTALLATION. D BY OR smvm O.. ( ro. POL•R - REOWFAM 1 + Y RAW.. PANEL LENGTH SCHEDLU Oil BEET 3) SOs VAX B t 1/2' OC W/ MJ CIS a TM101tONSCHEDULE 0N 10) sGAE 3/1-1 N11 � A,•Tnvr 3LP\•�''• CEN ' .44167 9; STATE OP - COMPETE ANCHORS I (SOU BGonIAE oN, - TLIE[T! f 1161OLIGN 10) N - O i N C I i. LID . T,' i 7: Iran. fEPAGLASS �OEE i PIE El RAW e G1 (. SCHEDULE w son= ON SHEET 3) oL1B5 I 11 ;i U) O O U L_ .i SHEM I "POLISH 14) ONLY WHEN sow ON u - s1,,B,i __/..OR GHOR[R BILICO LTG RE,tUiE'0. lWilm V. .Ili, I ; A,y • i.11 tr NARW 1L16t0, c 24 GAGE GALVANIM STEEL STOMA PANEL oA1Fi4'M, L ETC O e PImcTS"a, PRODUCTS, Etc ""aI Pl ROIRt�' WAz�,-"IP Ir ._ API=.NIIML �P�M RBrB: tMAIPe-$MINE TALE l■4118-BAH . 20-175 dIR6a HIu INSTALLATION / DETAILS FOR REGULAR PANEL (1) INTO WOOD I �00D NICHORS SC,EDUUE W ALTERNATE WOm (SRC SOEOUNE ON _ V f1 , 1• w, - - Hq Np 1P/W{ti Hp TOW"" M'SmWW tlt '1 ,• SHEET 11) SHEET 11) F y �.- 1/2• r6_HWma,O•IEa M6, W/Nn ,n• ca // 1 4• / W'`----.. MOOD HEADER_ _ i n EOLAItm �,iY1 1, _. _. "a ma WI>aD ANCIIDIK _ ! J �= ) W • SHEET SCHEDULE OM 7.7 t'• IYYI. 1 ��� SCIEpU.0 ON SHEET 3) I I 1 ,Ati-Il.t' A 60U W T1 W. SEPARATION TO GIAM 1 1 I '1• -:: t/•=. - Y"i ' pp�� Ilw ArIS M4HI I'- (RAY SCHEDULE 1 ON SECT 3) 1 MAX z!'W.-¢g1�t'W� LENGTH O.W,ram ._..- i PANEL Lfl/OTN -:-..::-.- -..:.-._.;.,L..-.. T ,:-/ •('. .�._ of (SEE SCHEDULE ON SRLT 3 Earl seHEDIAt 1 1NrrM OM r.••1 me SHOT 3) Or L. _ O of t• i I {/)�) v • ii ,y 2 1/2. O.C. .. I ����y�H�l1 ® WA(! • a 1/r O.C. I� OCCR REOURED - WOOD r R[OURN ✓ 1, 1 (SOU 9CImulE ON sm 11) ((QR MR I:DIIBBInDgL VLF CCc7NI.Hy 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP at BOTTOM MOUNTINGS CAN K DESIGN PRESSURE MIND (p.I.t AND PANEL LENGTHS COM9MED M ANY WAY TO SUTT ANT AS PER SCHEDULES ON SHEET INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO DE SOUTHERN PR4E No 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL RU SCAB: 3/M1- a--e N s � j O U N Q c O O C Q Ca O -p Ew_ O.. .� U c C � Ca (6 'L- C - U N 3 o O cu . � "0 E cD O L i 2 .n .� ''#^^ cn Q c L CD i _CD CID CRBBBR U O U'��/,� ■ B!- V J cu LL) Q Z Q J d SHEET NO. SH 13. �tlrllolElt�>�«.,;tl,y �CeYLI[ , i �I�'llt•�'Ijl�i�ll�... -�-- F.ND CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (D MTEMS OR �p,RM aDIIOaIL MIRny 4 •® i-- aWaE011 o]o'n°° rw', 3'; w r-• 2� TMa011 a i2 OO, rO1111ED OOI10a,G�pp1��,w,�� , F t/f^A a , 3/4• a1DGR a a•.4• eOOD�`? ANCHORrNCOp } NtATAR® ODwaW 1 ----� ANCHOR . ,r aE,., 2 tom, ,.,.,. 2 .w Awn 4 1 I/r CAP ; mom ate Avon' t ... MIt]�/0r6 ,• tORW[ I20 IOCA"M �M1Y O.0 y y 1 Y a T ..6e6' p ' r IAA• r I ALM APM OR M< 1. ata f31 _./ �� a t ADO.3f06NIN llD, MAIN® COROILI[ CCNCKIE 14' I .tab' 1' 1 i I IVAL KOM. OOR RATE ' OM a•N• Mg00 INAI!'- 106 ON - ~ � O 2 1/Y• � � � 1/4 OOM AURA, AN" Yw. ---- -------J e.. GAP ---- M 1/4' .tort! .• . ,OAT �. Is ,r GC. .I"a"A Nab. w/A1awA ME A (PLAN) CASE B (PLAN) CASE C (PUN) CASE D (PLANS SCALE 1/4'-1• SCALE ,/4•-,' SCALE 1/4'-1' SCALE t/P.,• _Y ;�nmv awl" I Patlm oawtl� nN ar a wo 0aolra _ a Iwc[wIE ruAa ass , 1 - OR 'IIANEsi�t em Eo6 a ora[Ic lea 11) nowt _ ��P N ' aCON�a1E,c t 00 �1'... rRw[ IcalRm Ae //w,cAaE N t , ry a.oNwo WIOTO . '"E ir-'E � t o • , , .®tit®Iw1'MA NG, f4o, vw a R To wu (MM cur Do rA4al) R . tA.'Owlm=-- _J CASE G !PLAN) ,...... SCALE 1/4•.1- ,N • r ,VID FU ALR DIRECT MOUNT INSTALLATION ONLY a OCEN� CER11i1[0 PANEL INSTALLATION AT WALLS w/ No. 44167 SURFACE LEVEL VAaulM wmew 3/4• FLORIDA WILDING CODE h V41coolty I"Wu some Zone SASE E (PLAN) CASE F (PLAN) .NN %J= INC. 24 GAGE OALVMM STEEL STORE, PANEL r� aNwM N. geF; SCALE 1/4'-1• SCALE t/4'.1' ..•�ORIDA•.•;,t4• IILIECOonc, OLOt1AL PROTECTION PRODUCTS, LLC " as f NI .,l .eoe to n ewer '].�'•d .a w a1M4 wa, 20-175 (M47w,�76w. rA4i tNgl►e-►IFr 7 FrI tILNrW Pt eMt/eO4P14aAWa wtu°w7li_ ►t * wal a N No (VALID ONLY FOR PANEL TQINSTAIAATIDNS AS PER ALTERNATIVES 1MI THRU 4W, ON SHEETS 6 k 7) MAX AS.O. DESIGN PIRaw RATtNc (v•IJ M HMI M AMMONOR4 SPACING FOR EA - AS SNOsj ON IS6YTS 6 k 7 ArvLtroCAw•E mlowilam +ANT K tItDA - 4MWIRw v LENGTH (IL) TAPCON LAG SCREW PNilAMTE 1'E3WE D PMIELIAATE htN MW sUS M 13• 1r IT IT IT IS Mg IT �Ir Ir Ir 13• IW pumm) a 1/r a 1/r - e tIr • I/r 6 t/2• (MM - r - a I/4• 1t 1/21 a I/r (SORT!) W-r (m - e_ a• r _ fTOry r si' r — r - (W011OM) lY y 133" _ - 13• IT 13, OR LESS IrIT 13' 13• 4 1/2, W 13• 13• IT Ir a• IT (•GAIN) a tn' ! 1/r 6 1/3• a In• 6 1/2' (FOP) - 4 1/4• 12 1/2* 61/4' MIT.) ]r-r 4 1/r 4' 5 1%r- W -.' 1 tn' • to r r - SW l6oTTIW av 13• 1 13' 1 IT 1 IT 1 a , 7' ptrteM} • SEE TABLE #1 FOR IIAX. ABA. DESIGN LOADS k NAIL PANEL LO GTHS MEN SPACER 49 IS USED, CORRESPONDING ONLY TO ALTERNATE W ON MEET 6 MAIL "A. cum PFASVJ■ BRA MAW" ANCHORS 66ML'elO FOR EO. - AS SHOWN Qt LEER 6 a 7 to"VILL miunvm O Awl O TWU wOON11 tAPCO4 LAG SCREW PANDAWE FE MILE D poinAm PLUS wow IU311t10 I NRH (A ) IT 13' IT IT IT IW IT '- -- 13• IT or 4' 1W (aoltoll) t • n • , /r , • e n a, n a t/r (Tory - 6 1/4• it 1/r • 1/4' ■ MIT�) a'0-071/2- -- LESS 7 1 • n .• r � r _ - 70 lalTtw) +'451b-45 +73. -7e - IT IT IT 13• IT (N" ) 13' IT 13• IT IF w ,r — IT IT it • I!4• IW (aonw) 6 1/r a tn• 4 1/2 a I/r a 1/2' (.1t',o��%,� Role Ilr 4 I!r r 7 1/3• 7 In• - M7-Y v 5 1/2' S` r - 3W (XNMW) IT 12• I3• 13• s tn' Trot) IT IT IT IT 16• • SEE TABLE /1 FOR MAX. ALS.D. DESION LOADS k MAX. PANEL LENGM WHEN SPACER 0 is USED, COIim"xiINO ONLY TO &nMNTE 2W ON 9W 6 ysR►c,lt A ASA OESIpI LOAD MAXMM HPan LEM 40 PSF OR LESS 61-r > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF W-10' A VAX. PANEL LENDTNB ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fpAALE ID OR PANEL MATE PLUS ANCHORS k W/ A ,1/2- O.C. MAXIMUM A.S.0- DESIGN PRESSURE RATING (pA.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL!5) INSTALLATIONS INTO COINCRETE & CONCRETE BLOCK STRUMM (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 k 5) MAX. Also PREESWJK (P.t.f-) MAN#" ANCIIOM $ARM FOR MN CA. ►9[ tl'g1E0u MIOw MMCAMLE wAwwwo LOK (K) Wq. A.S.0, PA7M (P.t.f.) W11Na61 &WHM amoo610 FOR NN La. PER SIONVO LE soOwAPPLICABLEOf IMi6YUM Pon M,) TAPCON SOLI--W 7AIMG-WIt)1 GLK••W R IMPOOM SOLD-6LT FEMALE 0 PLUS 7 C-MKN CALK-N a to A TO » A O �Otl f0 ingamQ TNo, .46, -46 Got Len1r !�- 1r ,r u• u• +r ,r IT IT r ,r IT r--r OR IM• L -45 To +a6, ae r 1 r , r Tr IT IT 13 13• , /3" IT 1 1 1 ftoon r-r OR LM Ir IT 13• ,r IT 13' IT IT IT 13• 13• or , ) IT or IT IT 1r IT or 13• IT 1r or II I/ I ,r +r ,r IT Ir ,r , r u• tr , • 3 1 r 1r I'Tory ,r 13• ,r u• 1 r , s• ,r u• , r , 3 1 3 • ,1 1 n 3 croM 1Y IT tr 13' IT 13" 1r IT IT IT /r IT 2 (WHOM) 1r IT 13, IT IT IT IT 13' IT u• IS' t , 2 t•0fl011) IT IT or IT 13• Ir tr IT IT Ir ,r IT 3 (Nary IT IT IT IT IT IT 13• 13' IT 13• IT It t/2 3 TRIP) - - to 1 t3 1/t a 1H' a I/r 1 1 12 1/ - - a 1/4• a I/4' 3 OWN) - - 7 1 it I/2 6 1/r a - 2 In' t I - - a IH' a I ♦ I (00►IW) r r a• r a• r r a• r !' a• 7 1/r 4 65 r 5 In• a• w a• 6 1/2 r 7 I!r r a• r r 4 (TOP) r - a• - a• - r - o' - o� - (.mra!) r IT - ...Ir_ •�- --IT - r - e• - -U• e• -iJ'- - r - 4 (@"1" ,3• _ IT Il' ,Y ,r IT IT it IT ,3' IT Ir T6_M_ iY IT IT it -Ir or _. IT �'„ ,t-1%t a (IOPJ /r IT IT U_ Ir Ir "-IT ,r IT IT IT IT Own" 1r IT IF IF IT ' IT Ir-" IT or or 1/ (aoTron) or 13' ,r N' t3' 13' ,r I]' t3' t]' ,Y ,3' a ,TOP) ,]' ,r 1r Ir 1r U' or 13• it IY Ir , In • _ _ 6 Ile 6 1/♦• e , 4• 6 , 4. - - - - o , 4• e 1 s• a r -� - a Ip• e , 4• a 1/4 s 1 4 - - - -r1Y a , V • Y Ir t0 1 ,r T ,3• T : 1/3 5 ,n ,r 4 , I ►a,� to 14 -4' IT -Ir a• , IT ,3 a 1 IT a 1 0 , 5 1ITe , 1 TO 0'-a• IT 7• IT 13' IT • 1/2 IT a I/2 10 In 1 ,n IT r t (WMM) 7 t/Y IT IT IT Ir IT to, 11• rIra 1 I (BORON) IT V 13' t0 t/ 1T r IT r 7 t 6 to IT 4 In• (TOP) IT r IT IT IT a I/r IT 6 t/r • , • 1/a I/3• t (Tory ,r r IT 13' ,r 6 1/2 IT s t 2 Ti-1/2 7 1/2 ,r 6 1n• 2 (!ORGY) IT 7 I/r 13• IT IT tr IT ,0` 11' ra 1/r 2 WTIOM,r r ,r Is, Ir ato Ir •,/2 101/2 7 1/7 ,r a , MIN) Ir 7 t/r IY Ir Ir to' Ir ,0• II' ra 1/r 3 12 1/2 12 / 6 1/4• a I!r 2 1 • I/4• - - a Ile 6 1/4• (B011010 - - 2 , a t a t/4' a //r 2 I/ 12 1n - - 6 1/4• 3 MCRI040 7•r a• a 1/2' Y 3 , 2• r 4' ♦ tn' r a 1n' r (Top) F In Y r a• r 1' a• {• 4 In• 3 In Y 4 (I„P) r t' r_ r 5 yr 7 ,/2• 4 0w1101Q r 6• r S' 6 1/r 7 1/r MOTION) 1r r IT ,3• IT 0 T/2' Ir 2 1/2' 0 1 $ } 1/ lr r 6 (Tap) 13' a 1/Y IJ• IT ,1• to, IT tr 11' r IT 6 I/a• a (,OP) IT I, IT or 73• • ,n' or a ,/Y• a 1/3 7 t/3• or a va• a La0n0w) IT a l/r ,r ,r it to* ,r Ia• ,1• r Ir v IT o 1/2 IT r 13• r 7 1/2. 6 /n• 1r . 1/Y • (TOP) IT r /3' 1r 1Y • In' IT a I/r a 1/r 6 /n' t3• a ,/a' 6 61 4' R 1/4' e l 4' • t/4' • 1H' e t 4' 6 tOrt!' a l 4' a, r e 4' • 1 SCE ow 11 FOR NKAa" To" it 61ACMD Fait a16 A" O G ell0 Gam IMAE ILLM a • MOWN POOR WNW= Ass MNMW IDOL Dow = ARE OdNwm ON we Immu MR ED LESS TWA $own ON N7m u BRIO[ ANCHOR Mrtteto N "Ift"A OMCM SLOW ON scram t N I,a faumm FWMW PN Ma OPIM7OM 10 ME POE M& memo tWAM OHMn wq ►AC»R vv" NOI WE LM ILMM boo" WAGONS 00== no UK" MOOR TM am TIE scitty .t AMOUR TM'6 tH1 t 1 1 I/41 IH'•_ _ sRRe-wMN _ t/a1 f 0MN-M - ,weN ttaa-an M OLM Now WIRM Ow) a 1 a a 3 t Ilor two ••I a / ,/Y r 3 t tAr I RAI •eel a I ,/r a ,/: a ,n a tAr AORIL ■■ 6BMIOt 1m •• SPACNgS ONLY VALID YRHF]1 SINGER B U6FD. StE �1 FOR WX. ASD. DEM w" k 1AAX. P1661 WHEN SPASM � USED. 71 LAt A AM Do" LOAD AIA> NPAA11M LIMAO Pre OR I= 6'-6' > 40 TOW 70 50 PSF 6'-2- > 50 PSF TO 60 PSF V-/0• A MAX. PANEL LENUMS ARE ONJY VALID FOR RiSTALLATIONS W/ S" SET ANCHORS k W/ SPACER AT 12 1/2. O.C. (SEE SECTIONS 6 ALiDtNTRIES ON 9Q18 13. 14. 15 M S)--- -. I ' j r WAX R-IA/I& R-2A/13, 1114A/14• R-/B/13. 0-2B/13. R-39/14, r MAX C 11-TAW/ib, 0-2AW/16• R-3AW/i5. R-1aM/1a R-2YW/t5• R-J901/16. - b 0 0 0 0 0 !j b ,1 I to ! , 4•e-20xl' S.6• ears k� I 1• ', j /•� (USE FOR PANEL LENT TNI ` I ,i ' 1 lox PANEL LOOP" I I j 1 1 1 I ITTA r-a7 PANEL r-O' 440A -40.0 Pa.t REIMLAFIRN - , ! I ;. REaLAR Srw1M PANEL I ' 1; I ;;---... _---- t ___-+-- ',+ j---I --- -�-••h.i"'----'- ------ (R MET) / t716RIN 1M ►ALal LENGTH PANEL --- r-4• • 4GOO -M.o Pat 1 ! i , , (W/o oEt111A► MD FMNo. Loath MLA A r r + �' a 1 V I ; ,� � I " BS.• 6• AT ALL LIOLNTe1oS I I , 'l ( I 1 I I 1 • T I i f I I LA - i- L...x_ - 1._.L�_._ _-______ _ t. _,.,_ ._-�__ _ J __ _. .- ___.__ ___, ____ i LOdTON IS LIFE SAFETY' ((� A PANEL D.M.. I^ •1'sPANELBOTTOMoOaNEM 0.! _._...._. . -pFE,wp.: OF Q WINO NUT AT I - i.� WMa NUT AT MAX < LEFT PANEL - --- RqM PANE- r AiZ t WMALLATOM ONLY VALIDFOR WIND -- R-tAW-- W C O R p[tW/17CCT% R--UW/IL TDINAIMS ON lLKETs ,3, t4, 1R-«6W/15. R-2Rw/15. R-E61M/16.. _. _ j'+- ( SPEEO UP To 17o en.P.N. 1• tN. R-IA/13. R-2A/I& R-M/14, R-10/13. R-2B/11 It-A/14, I' law. I W& OAP LIFE SAFETY STORM PANEL C1) ELEVATION (t) REGULAR t.atr SOLE I/r.l• ' SlIft PAW (,EN GLOBAL •t npu IN"" ST011M PANEL 0 �1 1 1/4 S I LIFE PANEL. : * FLORIDA MOM CODE Nan Nloh VW*W1*qoRfty Ift cons, Zone EXTIERIDIRRf,S;'�ORIOA tH� .sro,Aaas Mt 2< GAGE GALVANZED STEEL STOIR7 PANEL F.P. G — p - IL"`' GLOBAL PROTECTION PRODUCTS. �• a"IE SECTION A -A 1 SCA1E t!4•-1' �''7 +u.. , . II.. uq InWMA-,.,Not Rae tuol+ 7► ► a f w)mo-rn7 20-T 76 to Mtow Mr rL 1EM./OINMUIE/OME Ora A TL/K 0., ri 1111M.1MOM am n ar N (VALID ONLY FOR PANELQI NsTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) WIL A.S.S. acom PII RArSq WA" ^," M SPACING IN 16N L0, mo mma Balm ESE IIARRNM l (IL) MO• ASA OEM RATING mwwm *imam V"a ROI MM EA MITI 6LYa w OCAW •��E MAINIM PANEL 1 t) TAPOOM t01n-SET PIMIALE` L1WC-R/461 CJ6K-N TAIOON IGLU -'SET 7MMC-IIIIN CMJI-N `mu A b ss A » Or M A A E row >H0. -a• ,7a1b-7t IT I 11• IT IT it IT or IT 1r Is. 13• 10' r_e• OR um •NT -» .HS-IM4 IT w 13' 0 11r IT • 1 1T 6 1 7 1 1 or 4 UP 1 RM •,�• OR �• tr 11' IT IT IT IT IT 1r IT 12' ,3• ,C , 0101I'040 71• •• gin• U' ,Y ,r r ,]' r to, 7 1Ir 1r r 1 IT It- tr Ir IT IT IT IT Is- ,r 13• Icr (IOF9 IT r IT to , IT 6 ,n• IT a 1/r 7 1/3' 6 yr 13' 4 1/2 2 f1lry IT 1t• IT IT IT IT IT IT IT ,r 1. 10• 2 (t011aQ IT r 13• IT IT a t/2• IT • ,/r la to T 1n Ir 6 1n• : dovTOM) tr It- IT tY IT IT 1r IT IT Ir Ir to* 3 tY r IJ' IY tr a 1/r or • ,/r 10 I 7 1 Ir r (MO) - - 3 1 It , 5 I/r 6 I/r 2 1/r It In - f ,/r a 1-70 OIIn010 - - 2 , ,2 In 6 I/v 6 1/4• Y I1 6 I/r - - a 1/4• 6 Ile 3 (6mroAq a" 6 a' r r r S• S I 7 6' a• 4 1 r 4 Ttbry r r r 5 1n• r 3 I/r r r 4 ,/2• r a ,/r 2 I/r . cm or r • - a` _ (tOTTawi a' - a tn• - M _ - r 6 1/r - T - wrw tr „• or ,J ts' 1r 13• 13' 11 - ta' lr IO' a ,Y a ,n - 1r Ir IT Y ,r a' Ir 7 1/r IT r (tpJ 13• It' IT 13• IT IT •_ir IT /r 12• IT 10• (WOW 1r _ r IT IT IT a In" Ir a 1/r 0 In 7 ,n' Ir r a ' 1r it* IT 1r Ir IT IT IT IT Ir 13' Ir (TIv) IT 5• 1r o , IT a i IT a 1/r 7 ,!r • 1/r IT 4 yr MM _ _ e , 4• • I .• 6 1/4' 6 Ile - - - - 6 I r 6 ,!r a !• - - s ,/r 6 Vs• e / 1• e 1 i• I 4 t 1/4. - - e 1 4• a 1 4• a (tOTi•y IT ,/t IT ,r IT ,r , ,r ,r t IT , 1 �,�„ TO r-V IT r IT to 1 1 • 1 or 6 , 7 , S , IT 4 Wit (MP) w-r TO T-•' or 7 in tr IT IT 0 I or 10 1/3 1 I a• IT 7' 1 (60rmot) it 6 t/r 43' IT IT r IT r ,r 7 1/0• IT r 1 (tOROID 13• 7 t/r IT 13' IT ,r IT it 11' r IT a 1/2' 2 IT 5• 1Y o 1/3 IT 6 t/r IT 6 I!r 7 t a 1/2' tr 4 I/r a Colon ,J• 7 Ile IT or I IS' t0 I/xj IT 0 , I Ilr r IT 7' 2 (ROROIO IT r or IT IT It ,n• IT • 1/r 0 ,n 7 ,/2' IT a ,/r a (Gor w) ,r 7 In' 13' IT ,r 10 11r ,r 10 1n 11 In r IT r 3 Mn IT r IT or IT 6 ,/a• IT 6 /n' to 1/2 1 ,/r IT r 3 TRIP) - t 11r It Ilr 6 I/r IS 1/4• 12 Ilr 6 1/4• - - a 1 • a 7F 3 (DM M) - - t I/r a 6 1H• a 1/4, 12 I a 1/4• - - a Ilea 1/4. 3 (tOTttw) 7 I/r 1 1 • v r 1 I/r 4• r 4 1 r a' 3 In• r r 6 (10v) r r r _11T 6 In• r 3 ,/r r 4• 4 In• ]• e l 2 ,/r 4 (TOP) r - a' - •' - •S' - a' - a" - (SOTIOM) r - 6 ,p• - r - r - 5 tn• -- r - 4 ,r 7 In IT IT 13' 10 , IT ,0 ,/: 11 IR r IT r (T0q IS• 6 , 1a ,r tr 6• ,3' r to - IT 7 fn' IT IT 1r I0 ,/! 13• t0 1 1 Ila r IT r WM (W ) IT r 1r w/Y to ,n• 1r a t/r 10 ,/r 7 1/a' 13• r 3 (M1T0w) )r 7 I/rtr IT IT 0 1/2 Ir 10 1n 1 1 r 1r Y 14 tla) Ir S' ,r r Sol i1• 0 I/r 7 11r s In• IT 4 yr (TIP) •,/4• a , 4' a 4 a Ile. 6, P a 1/4• a (aOR.- - • 1/4• •, 4' a / 4• a , r - I - I - I - Is t 4. 61 4• a IM OW ,t TOR AMo1OO VIVO a ,NACHO 1`00 w1MUTaMi MN PM MAI E KPJN L • INWAM ANCHOR OVA*= NO M61M O M OMAME Not wOwm ON loss /OMML IM La um THAN maim am Sam" REO n AM" 7MCOM, N 1MLIVLYM WADI INMN ON 9MMwt N I E IOLLO IAMB PIN 1,16 O DWOMII IO M MMO L IOOMOm M CIR M MM MM A CIM SHILL RO K LE66 ,»M UMUM 1111000111 OVUM NO TAM ARMOR TMI MINOR, ICoa01Rt Nam TIR �q _..__L-1 tp1 t , 1 1 I/s1 tIrPN ssue•4a aaK-w demo mom WNM 3 a a a t thR t ,h awwwwwown W a a ,n• r a A ,• 3 f a ,/r a 1/r a ,h ) 1Ar 4 sworn pim aso AOLRI. 61■ 0■Stla •GAO -...0.0 low r LOUt ----- •• SPAC4gS OWY VALID M(EH SPACER M 'SEE 1 FOR MAIL &M DESIGN LOADS k wx PAfE1 WH04 SPAM 1, USED. 7ASLJIL A A.B.D. On" LOAD WXMM „1PAWL 40 PS' OR LESS > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5•-10• A MAIL PANEL LENGTHS ARE Y VALID FOR ,NSTALA710N5 W/ SOLD SET *ON)," II W/1" SPACER AT /2 1/2` O.C. acounmM, LM• � INSTALLATION DETAILS PQURED CONCRETE OR FOR LIFE SAFETY CONCRETE FILQCKt . PANIEL (j) -ObNOREM am INTO Oil / 1/4. �. Ile 'Ile %% tr4�i �lY,/�,r Ski �� ��j .. , • ' ,� It 4'1 awr GLASS_ ,O CLA�s I I tOwM t4a r�'j i L.MAX I PANEL LOOMi � ......., .1.. .._ PANEL LEMM I' ifin, ON SNEEF 12) TO OLM& LI2 r OO a � `• E.O.. j - EGA i �;- I • a yr j '✓ I e a K oe' i i i oc L 314* - _-. THY TAPCON _1/4-0 TAP MN i111C,1011 6 a' OC. ANCHN • r OC. �POINTED C01101KTa OR 'E SIOGt Rt01A11LO. pRtSiNO POURED CONCRETE OR �CONCREfE •LOCK REQU" Iwk WA t• l� BEE RIQ1a to t N MR AIOONa Alga llsE -,,/i1_ T7M a VWMM MR WRALLAtORS oft ,MOCM 1NWIl mom eNras W3 o m A" BULORssL MCRMIM ARMOR t ON= AND OMMM 4Lr,AMwlu,1 OIL) a OK owma ARE *MGM of toss SCHMIAL ran La tw T,Nw naarm ON SCHEDULE arm ANCHOR 61MEeLa a AMR III now N mmift o SPACN6 SHORN m SO.ONE of M foLLOMM mom FOR Tm OPMMTM TO 6E POSH" momm VACM ovum Mao rxm ft" w? aE Rats THAN- -_.-.-_. •-•-�_----_--.. _ _. __.._ ..CIO voNsAM OMOPW w101Tm IN MH AN0OI1 "rE ON Two DCHMOL ,• 3 - 1 1 t 41wrr : E11M Sa,16 _ ro aAs. ' ,/.+-eMr +-�..._ f70SI,(D.11 CLASS •.T.__ 1 R -. _„_- u RE s,,� _",/L �•`/. I-., N a aOeM' a _ - - -- T e 1 ' .f- r . FARM ♦' � a tstr OON12) �--...--.:,. Y ,. PANE! &ATIN ' (BEE LENGTH ON , yla llsS 1 ON Slow Ib __i 1I-'tE1VA6110N ' � _ 1 Ln 1 ,� 1 1 L_cat L I •TV .. 11.t EO • Mt ia» sa» - /41 TA/CON _I/rA !An • r O.C. 44CHO • aO.C. _ F�JWSA POUIKO CONCRETE OR _C�NCMTE aWG1 NEOAIKO. O04 P'OMED CONCRETE an -EONpKT[ SIOOR RLUUOm. 4II`!NW _ Has SC— /4f /M,E— N N cn cC N V L Q }/ O 0 .� cu U .� to O O C O �- 0 � cu O 0 ♦CV U 4_ 0 cu cu c/i C 0 CQ -0 ._ W !� Q INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) INSTALLATION ATION DETAILS FOR LIFE SAFETY PANEL Cif INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES �jaa31N0 t • 7- i iT 1 r-, � -+t 1/4-0 CMRT11 °NO.C._-, PoLqn '/i NCHORT0 0 0.o� 'r �•'ilE d•`- i �yspp NEAoeR ' ...� NpOIR I NEAOER Tv t... vL. I`1 /XWpm @I= `n' liOtAIED i . '"r- - 0° o ooq I+In0" �rrAxR NEAxw cn _ REOIMIm. owR[D 1 IY tAPOON " , 4Y lAPCW • r O.C. i \• t • 9. O.C. !' I Q.01011 • r O.C. \ ~ ( • •' O.C. i, t/4Y TAPCOM t 41 TMO011 V/ ', 1 1 ANCN011 • t• OC. t I w r O.C. ( 2 1 a) _c__ 1 • I 1/2 ,/4 r I/r ,/4• 1n ,/:• ,/4• /�`, •I�`,n' 14• 1 I ; 3• 2 ?t I 2, -1 ` LL1%.--- --- `I Imo`- - -- jfl I ILA—j 1 j 1 a-xPA LAN,- ' I '( O N" 1-- ' I�I O ; - ' q/��� 1 ._. 7(_ � q,. cu ,0 CWt.� �''��-.'.__ �4�� N j_.._ ' tl I ,�Rr,• N i � � 1 - u e�oaq R M I �:/ � '� �ItlSJ "pL q I I +r•sr Oa6Tqg� ' -- -; -- ' 11a,et Pet I N6y N ■ 4v-ar I�. _.,..Ip-- _,•r� n>L �t1R7S. _ 11y® ' R ..�........ >c1-- - .. 4WIA' Itntt I i M•�' ,.. - - ---- 1c' -; - 1N�SO,N' T) 1 .. o.,teN� pL61gg,Iyt ;- q,q W� q , 1 L l• I I/4~•a. , _.- .-1 a u O 1 LYMII ar -r1 EO .6 ( 01 . - s i1 • wASS SM - WIa �� �r te-v 'a wl,oN -._ __M ----- - r ..i_ vAAal. uoaT,+ a _`j - �~ l---i. ._. _ q ,. _..._ •'r. M • t AVal 1LN011/ 4' -.i- - a' PANEL IVA R .eu. 1L 1 t'NAN O I ,.tM aa, 7�7 1W1 0: -_ , IRMM as r�l -. 1.. - ..... i - O�11 fCLIM ttv __ I --_I ON ttEEl 13j -� " 1• tN.. - -,. __ -__ �- r E1tW,710N 1 1 1' W.. -�--�-_-_ TS�pEMEtFM LENGTH170M - _._- •�` _ .. l' MA2. IL `,_`_.l._. .I wN0. Lo1CTN . 06r Na RrO PANEL MAN R -ih PANLLE a . ( ON *HIT 12) �.a,x-.sue.-.,.__ - 1 (ME � e .� --.- ON S1lEt ,3) L I } PANEL LENGTH a , r t. _ ":'- I I _... (SEE oEYAT10M • -,,: -- :.:_ �'' , w. i sli scEr ,y = w4- _. - v - - �1 q[v+romow- - i .._._ V' ON aN +� _i T:. -. ON 94c r � - I ON sI«(E, ts) 1 I I 6 'I �/��)1. ~10 oLAEs i R ro I �'-'-aWIM7gfLO �• /.•.: 1 T r e'r L/2 i "{(L, �� 6 t0 otw1S. �... _ e' ( -' ' •' ;'-_ _. , ., �y �,.Al _ •. , �R, r __..-�--- -) • r q t0 CLAN,. n % , 3 ( aLAss i1167S10 l Lb • I Q161N0 � [ D � ' � ' ', � 1./7 ONCRM ,LOCI �' + t . COI IL Cw t ® - W. - _ _ ( _ 1 11EO,OaO. w 1A7 m aEaAllm. OE,a,al '/n'' UT a•.r wOGQ i I •,t t/� es -�• t� •ia i■ E�..� j • a • a OO 1 II `Q ij -� Pun 7 + f- , a.,s ( I L tlyONa[S/M� 14'a MILQMATf LLB THY IINDNA,[ 4•0 TMCON I" .I ,I I II 4Y 17PCOM REOII/KO I�... � 1/4Y tMCOM 2's4• wOQD i ,- 1,+I I • ,a � �._I `I 1 TE / F'i'•'^--._.. ANCHOR . r O.C. , AMC/aR • a• O.C. . Ali NCMOw • r oc. Putt -r' I ` I 1 t AN71oN » u In o.0.• <9E'bt/O) • y- I .. STA00[REO W/ Sit10 tTAt>alaD w/ IRA I `•� RLOIIEKD tl. 1 �/4Y ,ANON REagR[O 1 It i t t'e WANFLWIT[ PWS RE�•D ' ! 1 .. ; • ft IYD00 ,I "IZNCNOq O r OG '.-./ t ( _ A PNIELAW7[ PLUS •�• WOOD i 1 1 I l I L �I N+cwoR • 12 1/r o,c. : - wNciaR • 1z In' a0 WAIL.a_ L., NEE aa'6 to. N I" me"= "M a fMl/LO ECIa[ J ,• __-- , �_::JI . _._ IIEaAIIM ... _ 1. �I � �'1t I! 1 ; I` •};', SWOKA wo mm tta• 1MK MAINS, WAM M AND= ,.Maas AND INWA OK aw1AWt -" ' AM Soo= ON rM E0=LL NO E.C. Wt TNW .:..r-__.... 1 V I RO,CA/m ON aOa0llld RL01AY N1CN011 lrAaea w n�i i . nr - -. _ ■ � IMA/WLta10 mod !ROAN ON ANCHORSCHIMULE N THE � cu 101I,0sle NCN1M- FOIL loss OPINION TO a[ •' REWQO a CAC ONASM UStM FAL'OR VAL 110E a[ LLESS ESS TWA I aC1a vvaa lloun to UCN mom A N,I N,U111 �a A: r�clML pw to WALL ATOM /Wa _, 1 • SCALE A. f((//, TF■ 'VCEH'•. ER a• TAT,/� NNW" A11NS O,Sa GO 3 3 FLDRIDA MOLDING CODE Mon IR h NYrrNoane Zeno ��' EN ''•. C FLORIDA WI DING CODE Non VNso (TOrrleom Zone),� tut67 uj FLORIDA BUILDING CODE Non h Yobt Not It Zone '»IMNNtw41 OP.A4M aLl I 3 * * •. It cow ram R 24 UK GALVANIZED STM STORM PANEL r.r. �' ; om visa ae. FA. � it I am ILAMM Na. IN. � Q etMww a..r low OLl a a ,h STATE ,rasa sr, , M GAGE OAWANI2ED STEEL S10R11 PANELOWN STATE Amami Nslos phThtte 1. INS RAl INGSO(6v R iV' AND FORPANEL tENOMNCR15 A5 * ; 87 * `— 4 D FORMAX. ■GAGE OLLLYARRED :IEEE 51011M PAWL + !/3 --._ _ _`'_- __ 40' �ORIO I� LIE c O uc, PROTECTION PRODUCTS, LLC. IME • / PFRE nrAT�(w (P.O.I µ0 iL -- 1 O EEEe wE PER ELNATION ON S1EEf 1i ATE AEC O NMs. PROTECTION PRODUCTS► LAC.9r' lOR 7 PROTECTION a' Z �''sT oBEET f T E c PRODUCTS. Luc. 101"0 --.. pp as n m®r 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD q aW. n spar l� ON $A 6, PM -•--� , ----- tat = E� 'EO ie0wr, ti LN,. p '' iD �1J �ir, rt. a7H 2. i0R IIEW WOOD FRAME COF4TRUCTWN: W000 `SfONAI E• y vA.t� MMt ra tai4 om -,m - A r w OR t; 4.aw ww /! Na w�►arL AI,e 2G-175 Z 20-175 MENDERS TO GE SOUn9RN PINE No Z W SPECIFIC �A•' 20-175 w... aNa1,1 ti , 4w-wN r1wME [1wMEfIsM wW nN)EIFaM / .._ ... �% _.__.. _-_ .... .... ...1I-..,.-. ova" N,• DENS& OF 0.55 OR EOUAL S••• FA•4[en» / [y.aott�i `» • r °N"tM "" OE7l9L1Y OF O.SO DR EO(AI.MEMBERS TO 81 SOUMM PME No 2, W/ SPECIFIC MNww w.. �� m-aN w- 1NMc paM»-TNa rwc (wNw-EIw r owes r Q rt aAL,M w >.. rt RAIM Oat, ,. a » r A 16t,R k t ►Inr» a» r►' 6►At/►O1.11.w/OA.[ w A. rt aQ114 4/ IN J a SHEET NO. SH 1 B4 ► CLT w/ totsm ANC*4A ,�4 - --- ._ n!!v C�IraTE I SECTION Q1 a RrERM/1TkF EZiW ON s/s[t lay ----- HIM I w i 9 (EEE MOTE 2) - W i /14ER �I'M iiaCTJ e INUM LIST PAIIELQ TO BE INSTALLED At EACH OPENING SMALL ALWAYS BE __� PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE Or STRUCTURE. l_11_L�__l.l,..l_1._.l_111�11(11.1.1�1111 i. t 1-Ll_{ 11_l_1 l_i_1L1. _1.1L111" , aso j �(I7RERgR PANEL) (ANTERIOR PANEL) PANEL) l INTERIOR PANED ( (ENO PANEL) SEE NOTES SEE NOTES 2 3, 4 4 MAX. Is A �.-.I l IS e CA OVERLAP _. .. _. _ -_L-. 5 a0l4Et7gNSSAAs APPLICABLE) It I J_L• LJ _LPL-.�J1L1 1 �L1J1L1�J_LLJJ1 1JJ_L1rJ -_1 • • 9 .: 3' INN I SEE A ---- No. 'I „j 3' N•A. t"- {L��� �� ( 1• MNr TE --•'------... .,--`"-REE SECTION E21 a ALTERNATNE QIW ON SLEET lei.... C71/18. EZIW/1B TYPICAL ELEVATION FOR SERIES E-ZHANGSTORM PANEL�SY�EM (t) o. IMP SECTION A -A M�1111111NNNrr� SCNF! 3/32"`1" .a+.`l-EP': for! �E ENGINEERING EN131NEERIN[i EXPREld9� PRODUCT EVALUATION REPORT Sspert4lar 16, 2020 Application Number: 17882.1- R2 EX Pro)edNurrlber, 2031543 Produd Manuloctufar, AN American Moslem and Gless Marwhdwer Adtreve1540 Donne Rod Went Paton Beach, FL 33409 Product Name 6 Description: 24gE GeN6N2Rd Stoat Storm Panes Large MNsile Impact RasNbm Stope of EValuW an: Tilts Pro" EvAMWn Report isbsin0 saved in ocaNdenar Wait Ito requirements of the F1011413 Department of in saleas and ProlsasNasl Itwuladon (Fonds Butdlrlg Comrnsaon) Rule Chapter SIG10-3.OD6, F.A.C., for sestwdM aeaap(ane per MNhod 1(y. The product noted above ha been tasted ardor evelaWd as sumnoorlad herein to show compliance with the Flalde BUN&V Cos Seventh Minion WM and is, fa tit ple par a I"MandW, at Nat equivalent to Chet required by the cods. R6-wolusticn at this product shall be required fallowing pergn rt Flanda Buildang Code mroctllaslone or rwAwm. Subsondeting Data: . PRODUCT EVALUATION DOCLISIENTS TeX drawing 11203/543 0&W '24ga GWvwAzed StoM SNrm Panes (WWHZ 6 Non 4VHZ)'N ahsata 1-$, prepatad &4 ErI maarirW Exprlla6, signed 6 sealed by Frank Bennar0o, P.E. Nam Integral part attire EvWletlon Report. Uniform owe structurid perlarmence has been tested In accordance With TAS 202 ted standards par test repoA(s) RIT-ASGA7.001 by MwkwWr TaWro, Inc, Large midN impact reWtence and cYctic leafing perfcmvnoo has pan tested In sacoMuwa vmh TAS 201 and TAB 203 tast.aoadards per last repot(*) gBT-ASG-17.001 bF BNdowtPr Tee97g. Inc. Structural onglllaerlThg CabUlelleas hws'beeeen' prepared which 11Y6klata the product based on CempBr66ve and/or rhMloasl a Ivl to qua* the folaldng dealgn Ontario: 1. M=Imum ANGwabN "ran 2. Minimum ARavalale ISpanls 3. Minimum Glaas Separation 4. Anchor Spacing 160 SW 22' AVENUE SUITE 106, DEERFIELD BEACH, FLORtoA 33442 (954) 354.0660 1 (866) 396-9999 TEANeENGINa ERINa E XPRESS-CON ENGiNttR]NGEXF less. CON JyGffS_: (1) AROF StN1E5_2 Cc E-Y HMO STORM 1PANEL01111 SYSTEM I��a� '�,wEl 4 Cen3, TRACKS TOP $ 9DTTOM. (2). END PANELS SHALL "T DE CONNECTFD TO BOTTOM MACK OTHERWISE A STOP -(y7 SHAi.I BE PROVIDED AT TOP OF SUCH PANELS, (3). IF END PANELS ARE CONVECTED TO BOTTOM TRACX, CONNECTION SNAIL CONSIST OF 1/4•8-20N3/4' M,5. W/ 7/8'0x3/32- WING NUT OR 1/4"aN3/4' Min THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCA;%M OT- FASTENM MAY aE AT ETHER OF TWO EXTERIOR MT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I... A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALLL. BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABDYE• IN $UCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION, t INSTALLATIONS ONIr YAtA) FOR WTND SPEED UP TO T70 m9.h. ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase In allowable sfreas has been wed In the desian of 00 product. Separation from glazing is not requited for IaslelNtiols outside of wind zone 4 and aseential Wilies. Impact Rasiabnce: Loge Impact Resistance has been demoastraled a widened In previously loW East reporgs), end is "counted for in the eVne•rkV deeipn of this product. Wind Load ReWstance Thla product has been deeton•d to raaW Wind leers as indicated in the span schedule(.) on the faspecit" Product Ev"on Document Pe. engnomoft drawlrg), Installation Thh pm" 004 be Wdombd in soil compliance with ne reepepNre Product Evaluation DocurNnt (1,6; anioneeft dreYang), song With as oamponeMs noted therein. Product components ahW be of fhe material apeclaed in that product's raspecolver Product Evaluation Document (I.e_ elgoleedtg drawing). Umlt dons S Condhbns of Use: Use of ON product ehati be In allot accordance Wall the respe 1hre Product Evaludlon Document 0.a sgdnssdq drvAV as noted harem, AN supporting had structures shd be designed to Ts M of Superimposed knod6 Ind shop too Of a mWNat Noted In Of produd'6 fetpeCMYe enter 6L1 WIN. Most sh oblre 000K NIone which VN6 not Ovemod for In this product's raspective rawhor sdLeduN "be dsllpned for on s elNapecift bash by le regWered prolessioasl angkown. AN o°mp°nerds whldl are pemmnantly InsWed shall be protected sorest corrosion. NXNaarriaWdn. and c9orsuch domeg•at10times. This product has beam designed for vas w" and outside 016 High VoocRy Hurricane Zone ( HP. Respectfully, fi Nt4y ... !a' 6 Frank Bannardo. PE ENotNEERINO E)rPRM e OPE0046549 I Can. Auth.9995 160 SW 191 Avtaus SutTE 106, 011APIELD BEACH, FLORtOA 33442 (4S4) 354-0660 1(666) 396.9999 TEAM eENGINIE RING EXPRESS"CON ENGINEtAINGEXPRISS,COM tMµ� ArNA>f3�rl tr'WMs+9 WW' 9F_T/' P. H� 1 JCC4l+'f1UJC-+R• �v� `S'4o1HD Iw+r i a .AA 11: Y'•'61W, eLL ,A,L/; •J.L-uw+l> 11y - f.BA Vca rtu. wvay Ill -.: 1`_-'4 /1 r i!•�c i 'LY'id'm0 Y:r a ,w. 'Oi.t.L t>K•.I . n,; Aril v .W l `` 1 I� �IxqLt�1y �` �f„Yid"' r •H•IIt� Sw%nV+ g YWP(i Fflkl� 1M AD > urlrr. ..rA .r .,."• � �, a7un. ;. «r. ti G^ AE �A� ^A F'(l +.A :lit3. iL R A OF -C vim. fI h At q aid' e , 4 d e 4t aY•a 1 W■A, :w.1 'pA4 .:l•r 4 i ax r.PNi"w yrn yr� R 1T'T N± N � ;Tr' A q, rat (y1,.• S LL C � WaYJ' �s��4 �h 7 d i7N• iS � 'tiro rxA•TJA't Y' (T'•:La' A4". An 3 +nx .111M L r t a Ix:N.+ADD[=ia. mliaPh<4O•..Smc'... _ pp ,$. L�q r1P yi;-r'Arr �� j 1 Mar fJ) 1 c rL-• w";tL 1 / _'aC t.eq" w r`r-I�A 'T Lute M,DTI w+l 'i I"' M11}NV R .t✓r.7.3::M h0 N0. YS.S'S yE Ulm A, .I.. •('arm4:t: N Y .A, 191j, ":Ft.,`.°f4. N •NT1 MtFFl.i4'I , s: I.e :w a wtl Y2. y, Anf37:1"1 A JIM mw11. 1',: >t^.A ./ AlcDiM7n00A NCUNr 1�1W1 a' S, Nr wrr' as lea 1IA7'N"'a' Wr lr-x lri "wL1:L 'soa:. v a.;. [7 cc rn h '+tV1 J1+� 7 N/1111 INII ArA" N-I:1 1ale 41'� A rn yy'7Ty' • t Z. :4F wu5"_ 'Y'Ar!IFrt`MI! SPA. ta^ raA. R �.i' 449 st+S-t � l9 J L YM1 T.y1111VJ'.. tea. II1777 aaTN c H:LL. 9 'N ' -_'A a ll tt'IlA1 A 1 1 NAYFt41c 'Ih' _4 YlAII NOUNTSrtiTtlfl-s.M?.IrNT'N'. 4!IA9ai^Y-JIS"vVrq`..�Y J nAN, iM1ER•1^. a'IT N 1'a 66 g NI`Y Lea. M'p,k:.0 s 'i+J ;.'CJJMe J.Ma NPAI: `NaV2 1 ALL', b. rNl_ ISt; �I1 L��ww•..II TYYr-.ry '�•� Aa'3 J y [ ��, q17'�- ryy MA.tIVI ��dSii=k -� �►.yr '7 >x4J4M tPs LLPP `Ly-A' 6 P M.:, N r 4,.r. fR m1A1m:IMN /V[ wD •;rlrl'E_eta-?f)!' r�FVWNI qL g4F�l ra IYIL MAYVi1NY _ A� IY�II AM 1' R'RTM}tiYtr.F•'I'. K fl ID j !V • r, '-�ADrB•.at'Y'. 'I+yt-�tar'Fn-trLwR".0 } c-m Ff ABM 4T1'.'IMr rWll CaJ ' ( H I W ii ".PUtIa1YM ! IYA Ira IaVNA, ,Y' :+T uWlCI1Ni' - FJ<bT. y 1,1 1•c ■r er f fn'�I alas Yraaa:l ii IAlll FC,[� 0 1 V: H a..: !1 Iq• n ,EI l\4 r..M'SAy PNV ms •.A+N IA'a i tr t. x7Aia4caLi '�A.M-8 •... F 0.'w 712 L1IiXtt 2N4 E ,l),' - AA• •Ah1P" � Is, 111 IV I1 ryI t[il' IINi. 1 1�m7 it-Ar1Y llYlm^. :'-,C'R' tQ v. Xf_ 1E�YYw J uli N:Ci:. - t�wl 11a•P:N!HfI 'J a -a•, Alt_,:: a i iD• AAx7 w.Lu 1� eA rr.l rlr.-rTn,l-.-- na• oA'x ry 20-31543 let siTlxTr.r•[I rx •rlx awe - 1. E 6NNAL �R✓,1fR � q"Vy ' ':' SA Be,YN2 MI°CP ••ii LuuA rc4 �1�J .lL y4 M., ; L�ml it-n +r'.. W IVJ 3aL � iafLYaa.'AP} Akf ia"'i•,If'[44'f• (//a�� ' 14PNA [S1C. 1'}k4N •f3J.1'. J r!ITMI�IIIxINPN%WI AS!AA1N [,( iJSaA1E •1•l[PLr)I1IAFIJ NWIna I.HS MN s' . • •• ; 6 •. ;3j •M :zl • _M• •�•• is :'r}. I/rs UPCCM ANCHOR a Ir O.C.�� I- 1 LASS 1 ] 16L POP �a-roPA RNET : _ 14 • i [A e'OtM- _'.__._ ___ ....') PV1n LENGTH Or I' let-S�ARIL I I 10 OU"S, ( '� ltSll i 1 T a"6 2o.Y or t' D 1 IIWt -i 1/4b TAPCON ANCHOR a ". POURfD ._.CONCRETE Y•✓ iKO17MED. atDCK SCALE 3/8=1' HIM IS MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN BE V-6' PRESSURE RATING ♦/- 40.0 PA,?. AND 6'-0' MAN PANEL LENGTH. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALL AMERICAN SHUTTERS AND GLASS 240ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) J, WIDTH UNLIVM (PERR'TO PAREL,4p") TOP MOUNT (CONN- TYPE. AS WQID) wit f ,Y ft Al TIP UNT ELEVATION 6LEVAnON UtIon CS UAVOVN) BOTTOM WNT ((CQIVN TY AS IrEp'D) (LaGAnpN MAY VARY) TOp MOUNT 1C�lNTYPE . AB R6Q'0) summ FOUNT tEY1F1'1-A BeWW' J 1YP6 AS Ittq'D) �IWCRON) PANELS MAY t1! NOTCHED AS RMIKEO, CPTIONALKj'-20 STTTCM BOLTS W7iT7M1 waFiNEREp PWAOMTWLTCONNEGTSOPb aND ANCH60S,ARE IJ-40 WHICLL SATISFT WINGN TS FASTENED SPA" AGO OV13lLAlA5 9 M(OSITAN WSE 0,11, RUTEBPA r,"M1 ) VERTICAL MOUNT ELEVATION 2(NOTCHED PANELS 1 N,T,S, ELkVATION Ipb-fort wq on, I= a0 fw NArt -I I I i%2- ) T6Ar POP MAX D• ......._.-... .. PANEL LtwmBOB OF V O i 1 4'r TAPCON ANCHOR le D.C. 2'N' WOOD MAXIMUM ALLOWABLE /� DESIGN PRESSURES: U AS NOTM IN XSIGN 3 DESIGN NOTESIV :: SCHWLLES FOR se 6iNQminvp N W S IN aQEiWIT ND�HE{ApE'�� ED D (V Sti NIA OF p RUE out NG N �E LE AN F yR Clip rV ES TIED MEREI FOR ANY EMBLM AS e GENERAL MOTES, MN USED IN. THE aN4 4AMUN T1931D L N(AaNIP 1 Nr9N0 TRAY �aoDO m�oxam 1t�1 �BTP1a aoOUMRLt' HA MSN!MUPI OF Cl) LABEL V01T WALC.10131543 $f l rl PoRar-1>3 M 0_UIL7 r-•.J rra 4'+Ir .tern .w+ n rwAAxr'r'NI mr.,y4 �I. fP FaNaPlAirraAaavw llpmfiRF4ACO MINIMUM ALLOWABLE SPAN SCHEDULE O � J • 1:_ L Ili ' • : _ iJ'(��e73�1 e:10PTIONA��RESS PANE. DETAIL m )�..% NTERIOR FASTENING E]NP-�NN-hN rRf- PROYM•Gu 1A �HI1�A .i .L. , 5 L(y. M , . w gq N�g C w 4 Nofa.• ! 2PA° O.G94" A I+0 W. 12 7 0 DsayA 7p 20 4. oJaa„ g j .TUNA > p ai 1 ' �.629' I I 0,694" Jul, 9A9A" t p at ice GA _$ ° p094' .,• �� Iavv TYP, ,alas TYP vi C@S p,044" N 11 rl 1114 I a90' I,970r •'ACT, ^O,3 :067• ,L,�, . DT.. ,3PSM-N 067• " JI rails" 2.00°' 11t �,N1 '01AO0"Or zry°l f+xEAp�R .112° 0•. -k xaa°r I- -.I LOW00' I- rYP s r' s S� g 1,I80" vS'- W- &V-K "'- $j.iUE.D�Our v" HCAosA �• ®,J,^PAN Ct96CIRf 3,TB0"MAX. Ji 0.lir 6, i U/`II� w� - S.sl t.560" 1s4O61A 01344^ �7p 4.37t• ♦g tit Iz.5w, PANEL GOVERAOE �. 011aB" '"• s t�;i nJl.,.�0,6�.5"4isn' o..]Sa` oASD• 11175" RAIMLLEN 1r w 14n ITT I 0,250" f " 02 " V DGBLTWN rrTaID9D f-J1-D,p9w %l7 Q�y""Y wro tl� 2ys YLs 0.oB5o` a°,13 raT vS iyaa.D 611TYP I = mAPX ,.arw DADA 7RAM P.090" 0,70D OA57' 1M-J4.t'n+'u: ru 0.140"-'f 0 Mh-lhf Ary TA .ar r4r,n.lYAn ..•.r•'rw' �. ? 00 OC9 $ dui' It ): _JtJr. WWl L eLn1 y i---3.OD0" O42S' � AP•AA9Lay4E0. 4. An AYJIS Ai.'E"'ANdi - mA0YI.1E1f1F710FDi ' 1 HII4•IVNt Ito+'. vwm ', lav,M=•ru "at atW'cM E OVERLAP ICU CI>a 1'.1. ItoIHAN iih OVERLAP 1 4" MRY, ih EdwEtl.3tiDiLAAE DeU]L 1 25" HAY. 13.180"]•yJmu ip•LRR• � ,93'NAK, x'nAorrow.c - 'xrw-f-Ilrn•r �mn: 1'Ta nY as.r-Intl r x LLI D $ I1 *r$M.•rtwNIIL: DISTANCE c a+'ALaw N^ F Y I.li. 4 9.11P -sa111 _f?'la: •ar++;lrh ti-, rr.r�Iaa w,Ylrr>•a N7 w'lAalJvv a.. I4r:.w " [PEED r+Mlr n;•..c" LCtAA-17 ri q an Id N.� 1u.4. W-cW.j a'al .Py•y A max;°ec+.:4 J•JR[11P-5 :14.r9Pl�,Y"YJ va�.J!ra .'rr 1 1I3a12' w1 r.+ 11 a Is. 3,92D" /4gla'7r'-;fYR`31FP>,[,KYI; It - p',jE�Ap >rswu ,+t+w .N - 4 Y'-tea way;.'. MAX '`-Is . rrnU all nwNl l:llwlw.lurrrr 1.�, ' MAY: •;mow,!,-{rvaTA, .M NT! MIN ■RE # :. VS q.Y Axe la J4ArN Ltdle :4 r1_,Aaa. I;au 1MIN ♦.s'LI4 A:2 JA y rrn•N4•rcl r2p>, 4"MA%. , TN. l:M'7t4:•11,,�4 """' `Y'•Av.N:r. TrM A 1Tn 4V tRTAI' a ODAaEA 014MJRE0ETNL asp M:°P4V:YirtPr.,' e'p �f:ln 1 ,•r+',,, Maaraa a,In eo m• -� 6� Tat9 �tatT9F�lt lDUM S -,.1-.tr r` Da � T a 20-31543 ANCHOR SPACING SCHEDULE: 24 aAu0E IR mm, PANEL mweN6Raa t2.V C..C. '0 { l ArY1:Nplt rRleasas up TQ r-0, 412114 Sr-1D' -lbaa TWAcO//a f CACt 1YP! Ci 4 C2 Irn C! Oa 3 Al OOP211 0 Ali 1I17M1a11 EY! a! N Fa ea'1 7 pA 1. s D T 6AI i s' le 91 .a1 Af tsa'1a 1 D a a s U. ' u 12Y ssa' Las ]60"-Ajr ' O.r 4 a x, AU,, . D L 'S' ea Ll"' !.A 18,6" 1i 0 " a1 160" A - sw a r 12.5 .]La' SA' 1 NA A". 3.4 III -ill 1L,D 143" al M•ALUIl IN" I Ji W/AI of UITRNCON 41. vsw 1.'..'a•� tat, I N L4�rr�. a[ r2 I.I.W. 1 S' .0 I• as :t ,0 1 ' 1 A1" 118" 13 7t.P 1,1" 6. ' t ]i LP' St0 to V ' 1A 1 1] a A8 ' P" t11K' a.V" Y23 *II&I 1191' "Ir.f 0 Sl ' e.Y' v 9,0 MHA"it. as ALL �AIT,StOUD aR' rN.v:m:•- ii AN e2 1L ARM" WAY, a5. Its"1 7" 114 IRS" Y0 as.:"rose". SlY , ' 1La .6".1 . 0 Lt.. !Et 42 !" la0 , i T, 1]4 12 16A"]st ] .d' 4 tail L W &a 31, Sza ."I1 6"lac l2-!" r' L L25" a a Co.225"to.E" Ice .8L,1. A Ip A:1•; /TIMP11 P i I •t AIA N X 51 Sot u.s la ice fa, 2,a 1 D 1 . 14.D i isr IIA11 1, P Ike SY' S.a'1 14" 21 36. ' .S 16D"16a 331"1L " firA Y•t. 719tOf'D■7ANCa- - N IN MVI III IYM:NY 41 44 32 72 6.28' 625 at, T1' . ^ k C 1 eaa7 a•t. 1 13.71, d2! •S" ftS' 9,i". 4 A I -a 44 Nlfl lI 1 7 17 111'eA111111RA1xt6 43 N tsk -s82 za- 11 r a,u' " s 25' ILL' 1 ' 7 2V a11' as ,or a 6 a^ 2. a' 7:1- T,a. 4z. Said ''S.a" 'S:a" 0.21" 12 W ! ''6.0" Le• S2 1➢0.' 4 ' ' 4:d " f07" IAI' Y I•Iar FNYPII is nW A"6."PCON 41 s4..�w....� a2 !,0'- ! 1 7" Sol,0" d. 4 1 T 4 0 C. tl 0,15' .]' 40 Lr, t IF Ill"'I /Ace• YNA7n' at A4 P061re tauo 8m 41 AN 18 2 f 1 r SLO 9.0 " to e 7" .D' 12. IF" 1 0". ; .! IQ i.. &1 1 " 6I ;8' 8, •• 12, 16,a A .e 1 S ffi 7" 62 123" 160. ,7 6.2' 1' ;a I D 6, ' 71• el4 1 ! IN I. ,41jM tat s OPWNI AA•NPAIr Eat N xi LT SeC A4 9" • a E' , " e2r' i 4'0" " 1T 17.4" S2 4,fl": r' G t2' b" " 6L a1,1,^ 1•A29 2 1:" 2 9.x' s' .r' a.aY• 62 a2" ls" 1,1" ez." z^ :r• 'r.a.3" t^ 1pf8! TANG! �p ? I rAR sepaN a6aMae FaWUaC TIP tit I Ilw r ore TYPe aassirPe P1 L2 CS CA • el t c1 C4 rr iw m e CS Ci 'OM 4^ [ M. 2 IAII Iftanw u R--•�e.,.r..� SIB 31 73 11Y Sob" aY 1 Y l SS. ' Y Sao 2 .6" S 6 11' 1 16, S` 1 U A .7 4. 2 r' 1 12 MY' 1Aa' D 1410. 1417 RD ai 6.0" AL11- SaA 11,L t47 6.D 147" of 37.4' ITr' S6.6"ia7 6D" Sa 247-' p" L A:I4n 1Ira" OCD• 33 af000 i4'Reid 41 4e 31 x lit. " 6 L. 1 • 1 P tz.v 0' a2,S' 16. IN 6R" !T. a' 1A3 af' 16 i7" ..B ' 16.0" A7" a.P' ilAr l t2s LO' 120 m.a' 3 1 16' 9161,S4r 7 0"' 12,S6.0 6 12.5 2.S 160 W a.8' a 9,6' 1. a, fi 12.9' L 9J.. It .6•'Ar &V' 114" r t-SAItmott. 73 TAR 001t AS 41 �y 46 rrrreonum NM 72 L + t S U15" L3.W 1 .A" Ili I. SL4 1610" 144, lo,w, Qt." tk.T 1 ,S" 22. 12.5 atir, 10,01, I A 16 78, a Ma 11' 12. t' 1T, 9.1" 32.6" 1.1" 12,1' Y8 0 7aT 1e O AS Its 0" $3• 110'A1.' a.W Ia AI I PhI"NWRk#r4% YAa5IlA1E 44 tlL�6/ 72 P 1C 46' 11,9 t S' I0. ' IT, 69" 62. '18. ,5 15.4" ! 1' rzvl.t.T 6" 's. i" 4i' SIB" L2rN I I" 4I" 4D' Tar12.i" 47" 's.1 ANCHOR NOTES; k NCH00.5 BLE APPLL TO ALL PRO C]31 FMD'HEREIN BUT ONLY PROVIDES hlrWtiAAWMALIOWASLEANCHORSPACING, NAXIOMUMAilowAOIEsmnANDFRRi:55UPESINDICATED IN 6RAN S'CH-OULE SMALL APPLY, 1 eNTERANCIICXf SOM®ULE RAYEDCN PANEL FATTEN" SPACING, 7HE EXISTING 9TAUCTURE MATERIAL, a ANCHOR'A'•PE SELECT DESIGN WAD GREATER TH" CIN Ep1ALTO NEGATIVE DEMON LOAD ON SHUTTER ANDSELECTSPAN Vhs TER TWIA OR,EQUALTO SHUTTER SPAN•SELECC COE{NECTION'f; BASED ON AAPROPRIATf MOUNTING CONDIT" (SEE MOUNTING DETAU3 ON SHEET 1 F9R 1DE CATION OF QONNECT ION TYPE). t. PANBL FASTENEA6' ARE MOS OBED IN C=UNCTION W"H Atli MOUNTING EYTAUSIG416 f?1TRAC9,2iTUDO%O ANGLE, ETC•) USE 6.21.0,C PANEL FASIMNERSPALING TABLE VALUES FOR RLL `H"-AND "V'_NFF/LDEE, 0-Cu HO, 6UILOCi" COWITt-4) 4. ANCHONS ina+t em h16TALL=lt4 At2:DRDAmm WRM'M4hurAcmpLt%sl RECOMMENOATIbWE. 5. MOLLOW 9LCS11 HDsi 67AUCTURE SHW. CONPIxiM m aBTM C94 9lACfL b. MINIMUM BAt4BX4lNmIl)HALL IIEA6 NOT®}WATCHER SWEDULE, 7 MINIMUM M/ill " F BRICK.AN WALL FINISHES WALL nHISMBSWMLaELIOUT7=DTD L4'MANdRSHALLaE YERPBSYCTHFWlO ADEQUATELY TW ANEFP,R L0AD5 117 HC14T 5TRl1CrURE- 6 CONCR6'IE ANIdi0R6 NOTEOMSR61f19HAL4 BE EAIBE164E[1TO UN-CRAC2tED OdNf.FEfE IM1LY. 9, ylH€PE qq��STI,R66TiUK7URE ffi TAJOOD FRAASNG. E)tI6TINt: CONOtTiDF6 MAY VARY, FESLD VERIM TFIAT'FAS7ENEP3 ARE INTIIADEQVA7IE WOOD PRA4tiN6 MEMI19L9, NOTjyLYWIX1D. PABa'tltWG C PLWFOOD IA ACCIPTASIE ONLY PQR SIDE CLOSURE PIECE, O WHEAS ANCHORS FASTEN TO NAaNOW FACE OF STUD PPAF6N6, FASTENER SHALL SE LOCATED IN aENTSAOF NOMIAMd 2 j( 4" LLM8NE W111'N6TUD& "EDGE $11 AGSANTAAdLEW11 5RNTSYEP FRAMD'J. STUDQ.B.!HAµ, HAVE'PMl1�,tPa PAN HEAD NXI HE/ HEAD It pENK]VAPILE ANCe10Re ARE bEWALT PANFLWITE ALL -POINTS EKi,1DiET a BRAES BU6NDr6 47 MA.2,3CREW'S IRNMLL HAVE 1/2 MININIIM ENGAGEMENT OF THASAOS INTO THE BASE ANCHOR AND MAY HAVE ETT SP A PAN HEAD TRUSS HMO OR WAFER HEAD (SIDEWALX EOL-I) U_WO. 13, MBVI�IyN Ee/EMY'M�ffgpjy E2lGE lTSTI1MCN Excw DhS STUCCO OROTHER WALL FINISHES, t4,, IBa"iI.NATIb ANCHLIk WNE1nB3N5 WH161 #RS NO2 AOCEPTABLE USES. Lis. * DIRECT Mt1 "NG;DNINTXMN to WNEAR TNfERyOLATIDN 6 NOT PERM[TTED FOR USEN+ITH THE hNOk'FJR 6CI4EUUL6 L3S175d'mN THIS SHEET. Cn }^ 'i W -Ilaaaaaaa U) CU 0 CD- CL CIO 0 L- ■ tl�l� �`Vr�.U1,� = •Q Z zL Q J a SHEET N0. SH 1.5 DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. P.T." 1x4 C 1 X 4 L FURRING 3-1/4" LONG X 3/16"� FURRING 3/16x4 0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO TAGGER STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. „ 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER ix4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1/2" DRYWALL DOOR JAMB (REFER*2"EDG: EACH END W/ MIN TO PRODUCT 1x4 TO PRODUCTE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO11 x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW, SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 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'-0" - SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �-- 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) T-011 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d 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 EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. is� PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. 1x4 FURRI PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI .:AF'AL;I I Y = 8U5 V I-UH 1 51 HAF' =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 0? 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 d NAILS 2X6 T/ 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. -' 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET, (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 61-011 to T.' GRADE C1•• D , ► _ M c z e' � ' e to (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY)l WITH MIN. 3" COVER EA. WAY 10 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN tR YP.) fHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 00 #5 REBAR (TYR) 1� 1� 0 10 ID. 90° HOOK (TYP.) SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -T-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO - 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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 FIL 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"xl/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-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* zx + U �F�GTy + X + + 2X4 SYP EACH TRUSS CONNECTOR -1 SEE LINTEL—/ SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" * DOUBLE 2X4 SCAB FOR T-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO �+ +7 SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4' 0") SECTION @ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS 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 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE 3, - 1 aGF cuGGT nrn AW) } cr z O fn 2 U_ O w a 11 H U B @ FIRST COURSE 4* H SS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 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 METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SOS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. CD �_ FILL 1st 4 COURSES N O (, N SOLID W/GROUT .- V- d 70 C:)1N < N _C' Z v c>3 C 'ts C -�-s _ (D e: LA Qs �. � Q o Cl OVERHANGS BETWEEN OVER 1 1/2" ••' CONTACT ENGINEER Of RECORD FOR Q) FURTHER INSTRUCTIONS. .~ ? 0 OVERHANG O RETROFIT WALL OVERHANG DETAIL (NTS) _ ; 0- ° LB FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 • . • ' •.. •• ' Imo•' Y ►.. #5 BAR p ► • . .• CENTERED W/ g ►.;' IN TOP o • ► .d KNOCKOUT/ N • CHAIR BLOCK MONO FOOTING •a. �. SIZE AND REINF. PER PLAN •, . AND SECTION DETAILS CLEAN FILL .► A. • DIRT �' Z •-• ' STANDARD 4 9Y HOOK N #5 BAR IN FILLED CELL - �- Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS D STEMWALL SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT :ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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 I EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 ti O co m X, �+ N LL (L cV -a O .-- C N C co c `z .— _N 4> N Q: N u F. N <1 4 f — C O O LLJ 0 N 1 _o U" f» :. P'� ':7 0•' � °y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. a E $ q(A $ $ 0 `�640� %-1 R LL LL Li: a z D a C 0 tao 0 W 2 CP m 9 Z Go 0 u4 " Z d r Z N OU 8 W o0 0 z z ¢ $ N z . 4-1 �, ft3 111 1 .0 � � 0 w s N C N � U � LU ~ L � as I m 0 c N Im M co J a QE E fC� UO ~ z -I CB x Z& �Z (� J a s W 8� �� 10 U 4� Y 4 �% mi 5s T 9 �--, T c60*4 ll.c� T W O GV M Y .� o t- ) � O 00 04 cep o N 00 CD 1 M 0' M ~ CO LO OCR E z Q E O �+ z c E12 ij JOB NO : 21-17099-17106 SCALE : AS NOTED SHEET Sa• Y 0