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HomeMy WebLinkAbout36427 Garden Wall Wayn a Pit 911. a -...."Ilk R 1.[IF ..1 1'.,13.A.0411..g.+I4G 't�.•. 1N ��,q� : 1t •.. .. :s v IIR�Itfl�n1t�Al IYp PIM !I l a lIp1. II��II 11 I IfI 1/ Cn 3 L 0 v cn� 0 0 N 1 CD r� N 0 L0 0 I CD 0 cD IP 0 I N L v 0 O N I ca O r10 N J 0 cp CD 0 I L0 0 to L0 0 I i v v- 0 c N 0 i a E E 0 x v C J y ry LL 0 U v 0 0 L> i U a> O i U a CD I Y i c 0 0 U 9 0 LZ N N 0 N M rn LO v 0 0 a C-J 0 N LO v CD r� m CD 0 Ir VON %VOF Ni ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. 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. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG 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 &19e Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or ON, Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP 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 W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or PI Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 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 - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. WIN I In RIM 010 Nunn UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 6 - UNIT TOWNHOMES (ACCCCA) FIR rim I rL 4SIVI 6-UNIT TH (1532-1624) 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-C 1624 FLOOR PLAN 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 FRONT AND REAR ELEVATION 7.2 RIGHT AND LEFT ELEVATION 7.3 FRONT AND REAR ELEVATION X (ENHANCED) 7.4 RIGHT AND LEFT ELEVATION X (ENHANCED) 8.1 ROOF PLAN 8.2 ROOF PLAN ELEVATION X (ENHANCED) 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN 10.2 ROOF FRAMING PLAN X 11.1 UNIT -A 1532 ELECTRICAL PLAN 11.2 UNIT-C 1624 ELECTRICAL PLAN 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M 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 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 f documents that these documents be accurate, providing Licensed r a C 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 Z,(, 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 ✓J��/ _�( information found in these documents. Any questions regarding the information found in these plans should be directed to our `1 Office at (407) 880-2333 immediately. No backcharges will be V ' considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. ^i�A 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. o r� CO N ca © �- C C: C1 .� C c, A � °rCL' Q ;M 1, 0' a L) , C3 Lii pp4g gp g 1 7yj3{i�#Ctli®PX2�P;4'�g5 N�? E 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W E 0 co) N (.5 a o W 0.)S V . C N� -.9- � ax Q C J J LL LL 1 a w Z ICU C:� ° r•w� o W 02�� o Y W - O7 0 m w Z Zo mz d r ILIL Z N OU W ❑❑ Z N ch o Z � N Arm Z o a M � Z a U `o W w �oo O_ W O N c o �NCn J � _ m�•... =W U oo m c � � 0 e �Q N r c w m (h ZF o S2 Z Q E E v wo og �� � �� <� ze F-' xa W z ,IU Z o N ✓L �¢oZ z ¢o az az �� (n Y mo O Z >Z cn J 3 a ° 0O¢ � z za QU ao oii J 3 O F o W w¢ �o Oco w �� .N O > co ICU N 0 T N L Co r o Ln M N T 00 (/) in O T N 4-J F- 0 L0 N C:) O 04 Cfl 0 0*)r E LO d Z Z _ y E 0 0) ca a E ci -1Q o � JOB NO: 22-05610-05605 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 0 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w z -� -. L CONTROL JOINT DETAIL SCALE:1112"44' #5 CONT REINF. TYP. CORNER BAR SEE FND, FORIT QUANTY e r " CORNER BAR ONE ;ry FOR EA. HORIZ. REBAR, TYP. U.N.O. - yY :�'rr• yr' yr• pr.• PLAN DETAIL SCALE: 1112"=1'4' CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xVV1.4 W.W.F. d. c.a. e e. .e. .: �. c v d . i d A 40 (4) #5 a a e REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 15x5x3/8" A36 STEEL BASE PLAT �I SECTION A -A a SCALE: 3/4"=1'-O" �m -4„ VERIFY VERIFY LOCATION OF A/C AC PAD LOCATION OF A/C T-0" x T-0" x T-0" PAD tPAJD PAD w/ (4) #5 E.W. L S3 2'-0" x 2'-0" x 14" HOSE HOSE 2'-0" x 2'-0" x V-0" w/ (3) #5 E.W. wl (3) #5 E.W. CONDENSATE CONDENSATE -4" ELEV. FIN.LINE I LINE -4" ELEV. FIN. A 1 ( o CONIC. SLAB 2 I OIL o CONC. SLAB S3 �, I 1 M 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10" 0 SYMMETRICAL T-0" x 3' "0' x 1, '0" VERIFY w/ (4) #5 E.W. LOCATION OF A/C AC PAD L L PAD S3 HOSE S3 2'-0" x r-0" x V-0" BIB w/ (3) #5 E.W. --W — —1 F— CONDENSATE 1 I 4' ELEV. FIN. LINELU 1 2 I I o CONC. SLAB 2 6-8" -0" '- " 6-8" T-10" 3'-10" 2'-8' 1 I 4-4- 1 1 _ _ _PROVIDE' RECESS FOR— 0 I F SLIDING GLASS DO R. REFER TO I I I MASON'S SCOPE FO WIDTHmoo I I 00 M ( I M CEOMAKERNEFOR D S3 I I I S3 I I INDICATES FILLED CELL W/3000 _ PSI CONIC. GROUT FROM FTR. 1 \ I j TO BEAM W/ 1#5 REBAR VERT, L ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. L� �` J J DOWELS 17" EMBEDMENT W/ 25' EXT. ABOVE SLAB. GRADE 40 STEEL DBL. SINK w/ 00 I I DBL. SINK w/ I I I zo 0° DBL. SINK C.J. — — — DISPOSA CO DISPOSAL — — C.J. I C.J. DISPOSAL 800 in 55 — D 1 I IIII rd 11 0 III III �� 11 �III 1 I I I 111 011 r� III I I IIIL_ J JII 1 I 1 n II I I I III II TYP.@ L---JL== =J LL JL_JJL---� I I I L---�Ll_Jl—JJ I 2-STORY U.N.Q. ( —E = _ — _�' I _ — — _ :EE El- I I E�-- 0 0. 12'-5" 5' 11" 5'-11" ® 1 I I PWO D1 I CU Morm 1 III 14'-6' 3'-1 " 1 1, 3'-10" uu 0? I r 7 AI I r I d its 0'-0" ELEV. ® I FIN CONC. SLAB C.J. I_ co M I GG I I S3 ® I I @ FOUNDATION 1 I 1 I 1 1 00,1 '-4" I I 2' 0" 2',0" I bo 10�1�-I�- 1 ® I I IL iI IL iI ((tj -!�)7. I I I I I I I I N IELEV. APPROX. 11-112" BELOW F.F. ELEV. CAN BE NO f (MORE THAN 1 112" ■ IBELOW TOP OF — — — �— -� EGRESS DOOR (THRESHOLD. FIELD ( I if I r VERIFY K IA `° .H� / I I /I PROVIDE 1/2" RECESS FOR S3 t_�AA_�-i 'L4 FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH 2'-104 2'-104' FM24 FM ■ -4" � 1 1 1 -0' 4'-0" -0" 0" I 10'-6" 1 00 9► ` 9 1 ,�, -4" ELEV. FIN. 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A 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" = V-0" ® r I ■ - N - ■ ■ �� � I PROVIDE 1_-LRECESS FOR ROVIDE 1 y" RECESS FOR q r SLIDING GLASS DOOR. REFS TO — i- � —2 I I �0DING GLASS DOOR. REFS MASON'S SCOPE FOR WIDTH ! I ASON'S SCOPE FOR WIDTH cm L PROVIDE LINE FOR PROVIDE LINE FOR ® I I ICE MAKER D1 I I I D1 ICE MAKER I S3 N I r II \ N I I I y /) 3Y" MIN. 3000 PSI CONC. SLAB FOR II ` I� I I I ��� (I HERNANDO COUNTY ONLY. 3Yz" MIN. I L = J IL 2500 PSI CONC. SLAB OVER 6 MIL. I VISOUEEN VAPOR BARRIER ® I I I I CONC. SLAB I 1 PW01 D1 ■ I _ C,J. — 1— — ■ r -1 I N w 3'-0" x 3-0" x V-0" 1 w/ (4) #5 E.W. N L o I o I 1 S3 S3 "' I "' 55 I D1 I I ■ I I 1 T � - O I I 1 JrA ih o S3 I J ( I S3 CD I "SEE S-3 FOR L RECESS OPT." - T L L — — — HOSE (2) #5 VERTICALS BIB WIN FILLED CELL t�111 1'-8" 8'-0" V-8" V-8" ii, Al, 12'-1" 12-1" U PWO I I I I PWO D1 I I D1 I - 14,_2„ I I I 14'-21' 3'-10" AV — I I q 0'-0" ELE . 1 1 0'-0" ELE . - I I i t FIN CON(,. SLAB I I FIN CON . SLAB I I I 1 _ — I C.J. CO — — I C'J. — cop I GG I 1 GGHU @ FOUNDATION I I I S3 1 I 1 I I I i @FOUNDATION I 1 I I 1 _ 16'-0 6-0" = 1 j, 2' O" I r 1 I I IL- JI I I I o? I 1 I I I I I I I I I I I o? rK III S3 PROVIDE 1/2" RECESS FOR I I PROVIDE 1/2" RECESS F R S3 N ILAWYH /� { �t FRONT DOOR. REFER TO � FRONT DOOR. REFER T �t 1 MASON'S SCOPE FOff WIDTH MASON'S SCOPE FOR WIDTH 4 FM24 ® ® ® ® I 0'-6"[10" '-0" 4'-0" 1�-8 114" 4,-0„ 0" 011 1 0 6" I 1 1 0 01 o I 4" ELEV. FIN. I ( `Y' 4" ELEV. FIN. I 1 co CONC. SLAB 1 CONIC. SLAB ® I ELEV. APPROX. ® 1 PW01 1 I 1-1/2" BELOW F.F, I D1 1 i�lc. 21 ELEV. CAN BE NOJ. ELEV. ROX. I I MORE THAN 1-112" C.J. _ 1 112"BELOW F.F = N W �r, ii00 I BELOW TOP OF in I Uj o N ELEV. CAN BE NEGRESS DOOR MORE THAN 1-1/21' 1 THRESHOLD. I I BELOW TOP OF FIELD VERIFY c EGRESS DOOR I 55 ( THRESHOLD. I I 1 55 D1 FIELD VERIFYLO 00 I I I I (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1 V-4" 54'-4" M —� L-- -- I J I _ ■ II I o�' I ■ � — — — —S3 — �J �� 2TI I 1-j-1 1 r1 41 1 1 �" N L L 2ri ■ S3 S3 ■ HOSE HOSE—(2) #5 VERTICALS BIB BIB MIN FILLED CELL 01 6-8" 6,-8" 1'-8" 8'-0" 134" 1 1 V-4" N FOUNDATION PLAN SCALE: )/4"=V-0" �. O N N Qu7'X a M LL CL cv -6 CD ., �C,1 U [v" ly5 Nt 0 �1) JI W �?* P`! L.L -6 0 0 et s.'t5 - Z3 et 5 '6: Uj q qq gqpas p1IC //qq 0. VN IL L E %N " ° e6�r�AVyy tiiY:le�'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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) of v � sm C (Ii M V # tL 0 a =� LL W 1 uj ° 13 o Z m c cYn G/' 0� tO C,4 Y W 1-�� ofw 00 W _ Z � N Z d IL ZN O6 v00 W El 1:1 t9 C z N M o g z z o Q � J — M Ln z 0 o C i V W {{{ U � O w N (y N U J >_76 c o m AQ a N oCD 4m W co C7 p 3 ZzZ ¢ aQE o wzz® o� cca go Usp ZCL 6 o X U aF <z p U o ww aa�� � � J �C 55 0. U 0, Zr z U, J - ¢ " < W z W Q o� <� go a nw U Fz z �F 'O Mj o mot' w¢ z¢ a o� 0 O 0 E2 > (fl L r ax rn CN c.4 � O co c o r N Cr vo U) mU N CN I— p LO �n � o O Cn c0 r CD 0 r ui c0 ;� j N LID z z E 10 a c a ci ¢ o JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 2 ------�rrurwwwu� liw�■IIIl�Y1MIli�Wi1�WW�IIIW11LtW�ll�li�LV I 11 Ai: I I L q f` OWNER'S BATHROOM SCALE: 3/8" =V-0" 4 50 N 0 ih MIRROR \\m i; I I 0 �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" 3/4" PLYWOOD DECKING -t F. FL. F. FL. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) ti ---------- 13 2x 11 12 \\ 11 CONT. XSTRINGER HAND RAIL 2 1 14'-2" 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 e (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) -1 314" X 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1!2" Follow QIS4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20 X 38 J 18 J X 37 i S.H. 14 20X50J 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25J S.H. 11-13 271/4X38i 26x3711 S.H. 1 H4 27 a X 50 26 x 50 S.H. 11­15 27X63 26X621/2 S.H. 1H6 274X72 26X71112 S.H. 22 37JX26 361X251/2 S.H. 23 37 J X 38 a 36 J X 37 3/4 S.H. 24 37JX508 364X50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 $ 52 4 X 37 i S.H. 34 54 X 50 a 52 4 X 50 S.H. 35 54X63 524X624 S.H. 36 54 X 72 52 4 X 714 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. F. FL. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the 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 '% 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 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. i01 Al. 1ST FLOOR PLAN UNIT -A 1532 SCALE: j'4'=1'-0" 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) IU-Y 34" 12'-0" 3-0" 1'-4" V-8" 3-10" 5'-0" 01 T-10" 2'-8" 1 © O � MOD 25 SH MOD 25 SH ( 39" x 59") 1 ( 39" x 59" ) EGRESSI EGRESS _= o - co OWNER'S 55 = BEDROOM D1 TYP. U.N.O. F-0" FLAT CLG. ®- I CARPET iv o I co b N co 17'-8" CID � 6'4' 4'-4" L& T-0" I M.C. R&S -----, oO O. B TH I 22"x36" 8'-0" FLA -- CARP CLG. ATTIC T ACCESS I I C I z N co /, � \ 8Jr{„ FLAT CLG it CV `� iv F- �' I ^ N / IIfCARPET I PW01 _O 6' I I - -V_ - - -_ _ _ I ----J TYP. oU) O 0 R&S N m 2868 5 /11� ® / -X 6 0o I 7 00 10_ E TO 00 -- T A. . _ ( 8 - N AHU 9 - 60"x r 00 OWER P I 10 co - R/A I 11 rn 4'-4" 3,-4" I 3,-8„ co114 LOFT �' 13 ire CD 8'-0" FLAT CLG. 14LO 0 _ -- ( r N CARPET 15 I 16 I co CO - -- I 17 co r 11 11 nr, p rn - I UP 18 T A.F.F. - 0 1/2 WALL I o CAPPED = 5'-4 CV V-10" 9'-6" O`0 CV M ]Tip - O �^ iD 1' 2668 N BAT = O \� $'_0„ FLAT CLG I Ali CARPET M.C. _9 - r WIC 8'-0" FLAT CLG. (V CARPET 2668 v ,6 1 N 0 � I CO I -- L----- --- M BEDROOM 2 _ -- R&S 8'-0" FLAT CLG. CARPET M a _ G.T. n - - - G.T. - a -- © LO - MOD 25 SH ( 39" x 59" ) EGRESS 3-10"o 4'-0" 74" - o 60 7'-0" 1 V-4" (0 ire 18'-4" 10 - - - - - - O 2ND FLOOR PLAN UNIT -A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 / -39.7 0 +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET O 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 flr, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND •- • • - 6• . .. ...................... r■■......■■....■..■..■■. r■rrrr�■■o■rru■oor.n■r.�l 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 677 S.F. 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-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 r� co T.- 4 CIOy , . Cif wati"_> . Il i� 4 O ' .if m To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E M O N V I0 Y W Q N# Lo O in U) U) n 0) N V * LL a c J u J LLLI Lu a_ 1131 1;Lu oc W:D '. _ W_ °� m w � co Z nN Z N O U U o W ElEl (D z N o g z (D z o- U J M N z v o a--J - w w U 0 W o c w. �N fB U a; W J ` !- - E u t \/ O N O c co � OD �12 0 N 14� W Z CM CO z U_ coir Ego � Q C 0 oz Z® oa cuo t K U =o Z o o � i a� a WQ ao �Z az ww w0 E5 f6 _ - = Z . mm m 0 Z, >z Z 2. oa ZZ So 5 a W U W ao oz ?F P3 CD PI .I tip 10¢ a OF - v' z¢ 03 0 O > (� I Ill- � rn m � ir oM M (o M r CV 04 00 Cn in 170 cill 4-1 N 1- O lO +� N L O -0 T 04 04 Lo c� O m ��- i r o ICU z E 0) f° ILU E o � m _J Q p m JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 3 P 0 f` STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" (9 3/4" PLYWOOD M DECKING F. FL. F. FL. OWNER'S BATHROOM SCALE: 318" =V-0" BATHROOM 2 SCALE: 3/8" = V-0" 18 ----- 17 0 16 '� Zo 0 f` 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ ---------�` "A 13 13 12 11 10 9 8 7 6 5 2x STRINGERS 0 60 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 18JX25i S.H. 13 20X38J 184X3711 S.H. 14 20X501 18JX50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 J X 714 S.H. iH2 271/4X26 26X25J• S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 11­14 27JX50J 26x50 S.H. 1H5 27aX63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 JX 50 i 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JJX72 367X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 381 52 J X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 624 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. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. M� HAND RAIL TYP. STAIR SECTION 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 0 Q w z F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" 3" FROME ,END.c.AND HANDRAIL DETAIL SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 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 9116 inch or a bevel not exceeding % 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 1112 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 c 1 VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING b 9'-4" CLG. A.F.F. o ED CONCRETE Zo -0" 16'-8" " 6'-8" 3'-10" 3'-10" 2'-8" YO 6068 SGID002 °' ~ 10 5-SH C O ii0 O r� REF I 2468 BF 1 °° I 60 co I cD 8'-3" S-2" 6'-7" 1 0 O O DINING N KITCHEN W 110 N 9'-4" FLAT CLG. 9'-4" FLAT CLG. 1 TILE TILE I I 00 I SINKw/ 1 00 CD D/W DISPOSAL I I L---� FLRG. LINE -- ----- - 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR, AT 42" LO ;n d A.F.F. 1/2 WALL is CAPPED r 1 UP 2 11 INA - II 3 0o iN I M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET 14'-0" _ 711 eo o 9 PW01 D1 10 GG 11 TYP. r S3 12 � LO 2x6 WALL T-0" 2'-8" 4'-4" o - - - I, ,n 00 - - - 00 `o *NO UPLIFT* FLRG. LINE Q S4 � z py�yp. V V D1 iv I N C.0 1� F N - - „ TILE TYP. FOYER N "� 9'-4" FLAT CLG. 2868 _ TILE 00 -a0 0 � oo cD 9' 4" N W.H. Fo T,O.M. o 7'-4" O 2'-6" 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION - WHEN REQUIRED ``' PER FBC 2'-0" 4'-8" 1-CAR ARAG E cD 9'-4" FL T CLG. CONC ETE ENTRY 9'-4" CLG. A.F.F. a N CONCRETE in 0 r- - - - - - - - - - ------- LO I I o? I I I I 10 bop j TYP. @ j 0 co GARAGE I. - I I K I I 54 eo v I N CV N nAMA nc nrinn 10 L V-8" L 8 O 1'-8.1 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Yd'=1'-0" I- - - - - - - - - - - 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Ya'"=T-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 �D +28.3 / -37.0 EO +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET W140 MPH NOTEWIND 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 classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302,6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2, Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND •- •Tv I�nor��r.r.�oun��r.���l • � MASONRY PARTY WALL TYP. 2x FRAME WALL 177, 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 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. >.�o �C)N 0. '] X o c-1 , c -0 WI U_ 0 -O N '0.:cm: z: t M J) 0 0 L) >�11 OLLI RN C) ec a- La .�. •0> d ' t.,� LCA eA,� w. v : F IL S^�Olt% E a6�F+� uet'//t'iCF 15 t\`'TWIN 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. H W v E 0 O M 8 N Cl C (O � 3�C9 N cntir--� # a co� LL C J LL J LL LL LLI d In Z (0_ 0 L -0 � 0 y N o 7 t6 �o Y W a' m w Z N N Q IL Zo N .. 0� 3 Lo OU 0 Z& < W ❑❑ Z N 0 Z N z o � Q 7 N M Z a o �N C.0 a w 8 'a"�• D_ OW r Ln U W � o ,...,. F- J E _ 8 =I' = w U o W 0 N co w co M ij 3 Z Q E �� <� CL E z® M 6 Xd �0 O E 04 rb ¢Q ¢o az L �ro _ _ � _�o m� ° Z w O 10 a)o� i5 Z a az �o I II IJ CD CDa= wa 10IQ v ° o O 12 > (0 L ai rn N r 0 M o CIO LO M CN CN 00 U) m N CN H O lL0 O -0M o r N Q L f� Gfl O 0) r E m r M i6 LO d Z Z E 10CIO d 0 Q 0 ca � JOB NO : 22-05610-05605 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: Ya"=1'-0" cv C-j O CM :] X Tm U- a_ t --_ C: Q 'u y U is C5 >— ¢ � E Q w ' L0 �d sd $ S E° 0 F U jid;I)�R ,, 7o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N F' o 0 Q O fM U N 0 0' C? 7 "I H m0 W IL 5 a In J 0V W � EI L (i3 Z G'. �'mNco 0 O W U) � LLz W N 0 Q N co Z IL ,n VZ O V < 0 0 Ma z o J N M Cz V O 1W T LL Vi Uj CC � V O w Ln U W J H t0 z� t Q N C w z M m ¢ o J I.L E00 O �Cz p N QN Z® I— XO �¢ 0 0 O< o E N L az wp Q aZ �M (0 C _ C o Zz oY . °'m m 0 O O zz� Z N ¢w zz oe z g0 a CDw� J 0 1 O z¢ a= °3 C O O N m CN r L O M r CM N N 07 60 U) -0 o N 1— O LO N LA-) No CD c� r O rn r E Z CO `n o Z E O E JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-0" (�5 = O O C`1 E :] x ci U— r �' cz cO u ,:;77, D a JI C) a C) .® rl IIJU e� c, %Lit To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d E a ,O M o v _ 0 c Q I'?4 Lo M �n^r--� i Q )jM7 C J LL LLJ J LLLL 55I d Lu o Z m2- i � 0. C?0 p 0 f4 7 (6 "1 W ��pj6' w m Z IL jA N VZ O U W ❑❑ V M z N M C, O � z W NN z O Q � J d N rr M C-D o (1} W m 0 LLJ o N �N E aim LU o N N O O M C.0 W M M ¢ o 52 Z Q U- Q E E O Z O QO � N Q ZQ Q o X U �z 00 0 �¢ Z O L a0 ¢o ww ro C/) C z oY m� o O� z (n J ¢ ' 6 w z rn N 3 Q < < 0 go a N W w OE F ..� Jz 3 O O w F oa 0 0 F o- U C O CT 1-1 CV M Ire CM N N 60 �) o m M C:)�J CV O � J O cfl r CN Q C) 0);� m �>. i r : tO o Z Z N E O N CU a U -j Q p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 6 ----------- WATER TABLE DETAIL SCALE: 1/2"=1'-0" FIBERGLASS SHINGLES T.O.P. - HDR. _ ❑0 O O CO r i`.O ❑ ■ O'e F.FL. 16" BAND N CLG. HGT. _ - ❑❑ ❑❑v F.FL. T.O.P 9" 0 B KEYSTONE DETAIL SCALE 1/2 =1'-0" 12 4.01 loon Arm-, MOD 25 SH ❑❑❑❑ ❑❑❑❑ UNIT -A 1532 FIBERGLASS SHINGLES HDR. o _ 0 00 ,- ta o Z MOD 25 SH F.FL N Tr1M 12 4.01 12 - 14.0 WIN���� 20" LOUVER loon, I ONE 0 ■■■ ID ■■■ME 0 ONE 0 01 ONE 0 0 ■■■ 0 MEN, Sloom0 ■■■ ■■■■■- ■■■I ■■■ 00 o oo a ❑ ❑ a oMOD25SH MOD25SH MOD 25 SH �szee t TEXTURED FINISH ❑❑❑ ❑❑❑❑ ❑❑❑❑ F1 E o0 000❑ o000 00 0000❑ oo❑a 00 �� oo�o --oo ❑a UNIT-C 1624 UNIT-C 1624 o Z DID 25 SH MOD 25 SH MOD 25 SH MOD 25 SH UNIT-C 1624 (a:ITEXTURED FINISH r 00 nn � ��❑0 0�00 FIBERGLASS SHINGLES WE 0 oa WMIMIMI :� _ mill■ ■■■■ �■ ■■■■■ - ■■ FRONT ELEVATION_ SCALE: 3/16" = 1'-0" 12 — 14.0 FIBERGLASS SHINGLES - _ T.O.P. HDR O 00 Ell i9 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH -- -- -- -- ----- F.FL sk T n Rf . n F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH F.FL o 00 o 00 - - - - - - - - 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8' (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint {athing 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 lie v so e e ect y applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 O (�s 5-00 >C C€3 LL L -� �q cj r eo `) cc II 'Z d kv To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 0, V v E O M oN CV o C N W ® 00 00 y N N a �r-PL- �mv" = � �- 0- i a Lu Z m c a ai �� 0 W Z 3: c°n2m°' M w 0 a Z N O U U W El El ❑ N M p O <�CID �o J V) ❑v N M a _ o w O V) � � w oilr� ca r J 8 I o N co 0co m ® ® ti CD M M �� o w z u Q E E oo �� zo <� Zo a Ica .. fd �o X U �o V — E O N a 2 ¢o ¢o CO Q d z rZ i ro cj Cy U N m m0 a o� z Q W Zz Cf) i� Nao Q �w U0 a c9 c O 0 4 C.0 I rn ca N0 N CO M^` coLid ` V ` y 1 r U U) 80 in F=— O L0 o (=)Cfl r Q O rn ,- u m w 1 r � tt) o Z � E O E ai ca cc a U 0 JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 7.1 l IGT. R. v 00 50 LEFT ELEVATION SCALE: 3/16" = V-0" RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterlor Lovering 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 >4-4o e� 0 CO ev, 0-cox cc to LL a...' -. .. -0© y C: o Uy s v 0 U 0) w cr S Ll..+ `;i`i ci l9�viyr�a,Ep'i F3 Q7g kit .�°s,..# q`. S < ,� e . e L .•'a .......... C?�.ESSI �, ti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. h W v E 0 o n c g ,+ V N r G aO N M dj C" ggg u Q tu LL C W W tu J Li— LL S W 0_ -v o Z ;a o z 0 5 0 W ��Ow m - r Z N Z 0 ILW 04 N o Z o� U cc �� z N 0 o z � N z o J — n— Y) M to z � U 0 12 OLU Ln y �tJ1 U W J r— — E i r z� U 6 c CD ¢ 0 �® N O � w o Z � LJ1_ z o DO Z O E z Z o Z@ L o o: so I O E a� z U �Z a Z N � ¢ L :7, N — ❑ .y U O m � Z O Z N J 0 � m 4 W � 0 a 3 ;� SZ LL'0 So a W U ado aLL = CD IXw X r o� ,� LZ0 3 c O 0 M rn N0 r r L CO CD c+� Ln M N N /=3 CD 60 _;C V) m CD co N �-- O Ln i CD O cn i CO T CN r CD _Z LO o Z E Ocu a E � ¢ o � JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 7.2 FT1 WATER TABLE DETAIL SCALE: 1 /2"=1'-0" FIBERGLASS SHINGLES T.O.P HDR. O 60 O O F.FL. 16" BAND N CLG. HGT. — — "v 00 o �O �0 F.FL. — — — — — T.O.P. — — HDR. — — O o co F.FL. — — Tnne KEYSTONE DETAIL - SCALE: 1/2"=T-0" 12 4.01 - MEN, 0 i MEN ----- 1� DaO❑ EIEIDD 0E100 UNIT -A 1532 1!00.00 1 ,,, loon 'II : 11l11, 1 1 ommN I ItILM In 0 - MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH N TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH -----------------------------�— -- `1_16"BAND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ._ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED FINISH F-1 ❑00❑ TEXTURED FINISH n� PP 00 El El El EJ LIE]EEJ UP 0 �0 I t fl El El El D El El E�1111 F_ -1 __= 7 = E-D- = = L OP UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 A 12 74.0 FIBERGLASS SHINGLES -L zS' rlZzls_— T.O.P. HDR O O 80 C0 MOD 25 SH o Z N 16" BAND F.FL -- — ----- ---- CLG.HGT Ellno r I ❑0�0 �0�� �0 0 — — F.FL —fi -- -- -- ---- --I — UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION. SCALE: 3/16" = 1'-0" — — _ T.O.P. — — — HDR O 0 00 m — — — F.FL T n RA t F.FL. TEXTURED FINISH TEXTURED FINISH -- TEXTURED FINISH — 0n ----- F.FL o 00 0 00 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 I UNIT-C 1624 UNIT-C 1624 I UNIT-C 1624 UNIT-C 1624 1 UNIT -A 1532 REAR ELEVATION-X (ENHANCED. 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 Fleshings 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 Y O y CD �- C)M >G M v_ LL .. ®`- cO y ) aJi a r, p ®ac%a � °• C c� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N w E a S 8. CV p V N 213:1 o r 0 u) - r- ��60 U�Z� s ai (�1 V # LL a �� L tU- w L o- J _ u.r Z m r o 13 zoI Q: > � N Cp w o W 7 w in & c) N m Z Q J IL ZN O U voi W 013 z N M — o co W N z 91 J d to N M N z Q) 0 o LL 4 V) a .° '7`• U O,,, g V) c 0 in w�a U LLj C_) o c � m �® O Mn w co ¢ Z J Q o o 0 0 Y a N Z® E u ¢� XO oa�� wo � u OU Z O E N¢o az G aZ L ❑ �o m g o Oio Z mm ¢ � J a z2o g a W Q p F � O oz w¢ =3 �o yo OWill V a = 0 2 O >0 ui rn <a cc �-•� d' N 0 O � _ CO cN Ln CY CN N 00 U W m O N •F-+ 4-1 CN O LO .0 N Lf7 o0 O r O cfl O rn r mE In Z Z :3 E O E O 15 = a U � Q 0 _J JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 7.3 1 0i IN to 2n, CLC K o�0 �CD O -1N i r <D i AD = L. IGT. R. LEFT ELEVATION-X (ENHANCED SCALE: 3/16" = V-0" RIGHT ELEVATION-X (ENHANCED SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF * PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txtenor Lovering 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.xl-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. I Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 Q r' r Q y' co .. 6 >� (V . . ,o._. 77 --� �.0 N � � Z. } C� , ca W ««r _ 41,11 .�o. t -m N , r� , q```` eY�fh � y r p r���F e sa�F 3z ) q 94y F�Yi C�i 51 Eo�1 �ikCk�0.� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fa W a qE 0 o co v o N o��� ���, (NC� 4 QNM V z5 # LL C J LL /n V Z LLI JLLLL 55 a W z — D a Y W o w W Z IL IL c" m 0 � N Z Q r ZN OU 0 U) W El 0 M � Z N M O O O Z � QQN Z O Q — — N M Z Q c ^ , W U( -1 W V O V)ON LU c uss r U W J C) o T C to dCD m ! Q co W CM M a Z Q J LL c6 E z o o O N < N O (7 wz 0 Z O as U Q ZCDa W N n U ¢o -Z ¢ L {� _ o z U m g O Z .I U' -y � N 5ZO W 2ow U w ao �� oLL J W Y �3 F U Mill o CD a o a OU ITZR c O 0 .L 2 rn CN O � _ O M M N N I T_ r_ Cfl 60 V J OM �— in CN a--+ CN f-- O L0 -' N LO O c6 < O r w 1 3 r L!) o Z W o Z E O U) n 2 m d U � Q ca 0 c � JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET No. 7.4 Irlippil'11 III II, PI'HNI F I 'NI�I'�?kl l"R !"I Pl 1 1 1111 19IH1 111 1 'III {IMT;111'll`TIlI 00 4'-0" 4'-0" 01 It 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55ID-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE N= in 2 2 rU 2 r V 2 CN 2 14:12 77U .--= .-v �� � �� =k- 4:12 ITCH a °- FL a a E PICTPICTH1 I _ = Nor I _ I N = 1 I- I PW01 PW01 PW01 PW01 PW01 D1 D1 D1#0orD100eD1 LL F °- I or I FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. 1 DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 00 w w o OF 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT ® ® 4' OFF RIDGE VENT 4'OFF R® ®1 4'OFF RIDGE® 4' OFFOFF R®VENT o ®® 4:12 0110' 4:12 � I PITCH = = PITCH d a- a - I Z 12 :12 4:12 o I I PITCH PIT PITCH I I I10077 I _ I L 4:12 ITCH 1 4:12 I rL) FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT :12 4:12 _ PITCH - - J SEE DETAIL 55ID-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT ed' 4:12 - P� ITCH I I 1 2 L_-_-- SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE FIRE RESISTANT PLYWOOD LOCATION, DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12 PITCH- -----I SEE DETAIL 55ID-1 FOR ji� 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4:12N el"C 4:12 I PITCH I 1 2 �--- SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 4:12 -PITCH 4:12 1 1 = PICTHI N� FIRE RESISTANT PLYWOOD LOCATION. 2 DO NOT BREACH NON -VENTED SOFFIT I L NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. -_-_ --_.. 2x6 - - SUB -FASCIA EXTEND THE (2) LAYERS7. OF 1" THICK USG GYP. - - - WALLED. LINER PANELS OF 2-HR, WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" 1 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) a OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. e STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: e 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) FIRE CAULK EDGES AT EACH SIDE DBL. lx PT NAILER 1/2" GYP. WB. I I 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Ill50 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Amt. Req.) (Must Provide Upper Ventilators) (Ft,) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ, IN: of See Elev ( ) required q soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor { 0.0 2.0 (Zone 3) 1008 968 138 484 35 242 276.0 j 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 108 104 15 52 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 62 60 I 9 30 2 15 0.0 "NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 2019 8,11ind wallRating -;2 H;R N4nhaaring WAR Rating - 2 FAR This design was aueeluamd using a load designmathod athar:than *a.L'mth'Statas.Desgn:Method [e�., working Stress Design Method). Per jueddiC:onswnploying th4h Limn StatD es osgln. Method, such as rAnada, a load restriction factarahall be used - &06 G.ida extiyar axu.wu a. Indicates such produclashall hearths UL or eUl: Certification Mark for )ur'usditfions amplay na the UL or CUL Certification [such as Canada}� respaeiiv8ly. }_ a 4 I f . P , I 4tJ eLpi vI ,.. T Yy } 1. CgncratalBkxlm• Var 6Us des igns, Classification D-2(2Fir). See Canerate Wricks category for list of eligible manufacturers, 2, Mortar - Blocks laid In full bed of mortar; nom. 3/8 In. thick, of riot less than 2.1/4 and not more than 3-1/2 parts of Clear sharp sand to 1 part Portland cement (proportioned by volume) and not more than 59 percent hydrated ilme (by cement volume). Vertical inlets staggered, 3, Portland Cement Stucco or Gypsum Plaster- Add 1/2 he to classification if used. Where combustible members are harried in wail, plaster or stucco must be applied on the face opposite framing to achleve a max. Classification of 1-1/2 hn Attached to concrete blacks (Item 1) 4, Loose Mason ry Fill - If all core spaces are filled r lth loose dry expanded slay, expanded clay or shale (Rotary Kiln Process), }rater repellant vermiculite masonry fill insulation, or silicone treated pedite loose fill insulation add 2 he to classification.. 5. Foamed Plastic* - (Optional -Not shown) - 1-1/2 In. thick max, 4 ft wide sheathing: attached to concrete blocks (Item 1). ATLAS ROOFING CARP-"Energyshieid Pro Wall Insulatlon", ":Energ.y5hleld Pro 2 Wall Insulation", EnergySh eld CGF Pro and Energyshleld Piy Pro CARLISLE COATINGS & WATERPROOFING INC -- Type R2+ SHEATHE FIRESTONESUILDING PRODUCTS CO L L C- "Erverge -" CI Foil Exterior Wall Insulation' and `Enverge I CtlGlass Exte Non wall Insulation' HUNTER PANELS - Types Xct-CfassA, Xci 286 RMAX OPERATING LL C 'TSX-8500", TSx SS1q", 'Thermas�hoath-XP", "ECQMAx<i`, "Thermasheath=3", "Dur'asheath-Tl THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy out,,, Insulation, Thermax Metal Building Board. Thermax White Finish Insulation, Thermaxci Exterior Insulation, Thermax XARMORci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Pa met, Thermax: Hea vy Duty Plus (HOP) and TUFF-R'" ci Insulation SA Building Units -As an attemate to Items S. min. 1-in thick polyisocyanurate compmite foamed plastic insulation boards, nom. 48by 48 or 96_in RMAX OPERATING L L C - "Thermasheath SI', "ECEIBASEd', "ThermaBase-CI" Indicates such products shall bear the. UL.Or cUL Certification Mark for jurisdlctlon5 employing the UL or cUL Certification (such as Canada), respectively, Lalt.Updp Ste on 2018-04-09 E NON GA MILE NO. ASW 0810 PROPRIETARY* 2'NOUR 65 to B9 STC FIRE SOUND GYPSUM PANEL_ PRODUCTS, STEEL H STUDS Two layers I"x2411 proprietary type X gypsum panels inserted between floor and l' calling runners with steel H stud between adjacent pairs of gypsum panels. (NLS) A 314" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed tines In sketch), As an alternate to �- an air spate, the steel eomponanls arcs covered with 6. wide bakkens of 112" PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or fun sheets of 1/2' type X gypsum wallboard - _ _ - _ _ NAILS EA, END BETWEEN screw attached to the steel components. 'g TRUSSES Sound tested with 2 x>4 stud wall faced with 1/2' regular gypsum Wallboard each v side of assembly and 3-1 f2" glass ftber in stud space on both sides. 4'-0" FROM SEPARATION WALL. Haight limitation68 feet. - SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-192" (Fire) PLYWOOD. BLOCK MUST BE ll-,V4"(Sound) "PITCH CUT" SEE ELEVATIONS Georgia-Pacific Gypsum LLC.......................:............... 1" DensGiasse Shaftiiner ( ) Approx Weigh: 9.5 psi TO PROVIDE AS MUCH CONTACT Fire Test WHI4W129q,11-15-94 AS POSSIBLE TO UNDER SIDE ITS Design GP1WA120-04 OF ROOF DECK. ALL JOINTS WHI495.1295, 3.15-95; AROUND BLOCKING MUST BE WHI49rr07&0744, CAULKED WITH APPROVED FIRE 1-28&3D436; ITS 3160814CGQ-002, CAULKING. 8-3. UL R2717, 04NK03115; 8-18-04, UL Design U373 SEE PLAN Sound Test: RALTL1a291,a-311-1n TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN SCALE: 3/16"=V-0" - CD N �- 3 00` X ® (G t '•- L LID U;� ° ., rO U Cq To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W E a a s ,+CIIo V N m - r� 0 -7 O N x� D 9) Cnhtia J co 252S W Q C J 5 W W J LL LL 5 a Z -o aY Y 4 q o f: @Nco W �C,�T m W Z Z6 of ¢ J Z N O U W 0 Z N M rI O O Z � Z o Q J t1 � M z Q) g �N _Ui c/p W O w o rn Aim C6 r- U w -' e all I s '= eNNj V O N 0 O CID of td E Q o - o -0 w- < z® Oa z rCo � o CL E o ru XOU r¢ wo 0DU D GNa� �W ro o m p ZZ 1 E U) o z�z ao n ao 'az zW Fw r J10 o a }'o 0I< a x ° 3 c O 0 > (0 2 � m CN M CO `0 =3 coo CNCr CN I l� 60 U W C0 ib CN iiii F- O LO 'E N L0 No C:)N Lo I r c.6 0 r E m �� In o ? Z � E Oco o U � Q p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 8.1 4'-0" 1. 4'-0" NON -VENTED SOFFIT f SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE IN= E4:1-2 ir1 1/' 1 � 4:12 PITCH z 0 4:1T2^u I� TCH 2 NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 1 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @EAVE I BLOCKING @ EAVE I BLOCKING @EAVE I BLOCKING @EAVE N= 2 N= 2 N= U 2 N= = 00, 2 0000iJ N= 4:12 °- °- PITCH i -- -- - : 12 0. 4:12 H PITCH PITCH PITCH PITCH PI 04 N I a PW01 PW01 PW01 PW01 I Di D1 D1 D1 I CN = N = CN or oil D1 FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH OF 00, 00 4' OFF RIDGE VENT 4' OFF RIDGE VENT 00 Ole, 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4 OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT �® o i 4:12 _ = PITCH N L= T Il T I- ^ oe et 11 w 4:12 :12 412 I PITCH IT oe PITCH o I I I r I- �� I I 4:12I 4:12 IT 4:12 ITCH---- 10 PITCH I I I (4:12 r or 4:12 4:12 ' 4:12 1 ITCH = 1All 4:12 - - P TI CH PI CT H - - 4:12- 1 = PITCH I T PITCH I I I PITCH T ,-I- a I I ---- ------I 1 2 L---- ---�-� 1 2 L..---- ----- FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT PLYWOOD LOCATION, J 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION. DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH FIRE RESISTANT NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE of ROOF TRUSS BEYOND 77 _..--_. ROOF SHEATHING TYP. --_-_-_-_ --_.. 2x6 .. SUB -FASCIA EXTEND THE (2) LAYERS - = OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 2 Hour Fire Resistant Soffit 1 SCALE: 3/4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN, OF NET FREE AREA / SO. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall SCALE: 3/4"=1'-0" "REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN, of of vented ventilation to be provided SQ. IN. of SO. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2•0 276.0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 108 104 15 52 4 26 0.0 0.0 0.0 Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0 (Zone 5) 0.0 0.0 "NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Deallign Mot" U905 April 09, 2018 Bearing Wall Rating - 2 HFL , Nanbaarittg_4vall Rating - 2 HR. T'hisdasign was avaluatad using a lead design "find othae than the Linr@ states -Design Method (e.p.,, Woekk% Stream Design Method)Fariur"ictlans empkiyidg'the Lidtit states Design Method, such as Canada, a load restriction factor shall be..&ad - See . Guide BXUV a 03NV7 * Indieatassuch products shall bear the ULorCULCertifieMiO,n mar kfarjurisdictlansemplopidgthe uLorculcsrl'dieatiad (such ascanaa}, respective#. fi o i� a u R., a 55• IN �-^It ' J .'S lBa irsltv,. t � t;oroYitol ��ct'it?i't i, Cade Bodo,* -Various destgns, classification D-2 (2hr). See Canerete-Soclics category for 1istof :ellgit le manufacturers. 2 Mortar - Blocks laid in full bed of mortar, nom. 3/8 In, thick, of not lass than 2 1/4 and not more than 3-i/2 parts of clean sharp sand to 1 part Portland cement (proportioned b volume) and not more than 50percent hydrated Irma (by cement volume). Vertical joints staggered. 3. Portland C Commit Strcep.-or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are framed in wall, piaster or stucco must be applied on the face opposite framing to achieve a max Classification of 1-1/2 hr, Attached to concrete blocks (Item 1) 4, Loose Masonry Fill -,If all tore spades are filled,avfth lease dry expanded slag, expanded clay or shale (Rotary Kiln Process), }eater repellant vermiculite masonry fill insulation, or silicone treated,perlite loosefill insulation add 2 hr to ctassification 5, Foamed Plastle* - (Optional -Not Shown) 1 1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item i). ATLAS ROOFING CORP - "Eneigy5h eld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EneigyShield. CGF Pro and Energy'Shield ply Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS, CO L L C - "Enver6e" CI:Fail Exterlat Wall Insulation" and "Enverge" CI Glass Exterior Wall Insulation" HUNTER PANELS - Types Xcl-Class A; Xcl 2E6 RMAX OPERATING L LC -'TSX 85oQ",. `TSX-95;0;, "Thermasheath-XP", "6COMAXci', "Tharmasheath-3,C,, 'Durasheath-T' THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy out,, Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Extenorimulatioh, Thermax IH Insulation; ThermaxPlusLiner Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R"" cl Insulation SA. Building Units - As an alternate to Items 5,, min. 1-In thick polyisocyanurate composite foamed plastic insulation boards, horn. 48 by 48 or 96 In RMAX OPERATING L L C-`Thermasheath-BI',, "ECOBASEci", 'Thermo ease-Cl" *-:Indicates such products shall bear the UL or oULCertificatrgn-Mark larjurisd lotions ern ploying the UL or cUL Certification (such as Canada), respectively. Last Uotlated..on 2018-04-09 Run GA FILE NO. ASW 0810 PROPRIETARY" 2 HOUR 65 to 69 5T'C FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x24" proprietary type X gypsum panels Inserted between floor and I � ceiling runrlers with steel H stud between adjacent pairs of gypsum panels. ), INLB) x i, y '„ A 3/4" minimum air space must be maintained between steel components and - - - - - - - } -�' adjacent framing (as indicated by dashed lines In sketch). As an alternate to an air space, the steel components are covered with 6" wide battens Of 1/2" PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or full sheets of V2" type X gypsum wallboard NAILS EA. END BETWEEN screw attached to the steelcOmponents, f TRUSSES Sound tested with 2 x 4 stud wall faced with 1/Z' regular gypsum wallboard each side of assembly and 3-112" glass fiber in stud space on both sides. 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire) PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC........................ Approx. Weight: 9.5 psf ....... 1" DePISQlasse Sheftliner 15psf (Sound) TO PROVIDE AS MUCH CONTACT Fie Test- WH1495-1290,11-15-94; AS POSSIBLE TO UNDER SIDE ITS Design GP/WA12004; OF ROOF DECK. ALL JOINTS WHI495-1295, 3.15.95;, AROUND BLOCKING MUST BE WHl406-0743&0744, CAULKED WITH APPROVED FIRE i 1-28&30-ft CAULKING. ITS 3160814W0-01212 &30-08; UL R2717, 04NK03115, 8-18-04, UL Design U373 SEE PLAN Soundest: RALTL10-291,&31-10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - X (ENHANCED -Q C) . O co �.) co .. a: t� :Uh M 0 oo o' .UUI Q � t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 a 8 0 cm0 Go C, ti 00 U) N (1) 1, N O 4k w M V � tii dj LL a C j li U d Y t- C Cr n y o04 O W 0 O 5 m w Z cc ° ¢ J Z .N O U W El El M Z N rr CD 0 0 o N Z r; < J - N U) /1 �Z�rh� V -1 V O 4-1 e (Q n a W in Ud W O p N U w -' r- _ E L i = (D m (� 0 Z5 Q O w M z L � o E Z �� w� g > Q `__L V (V �0 00 ~ z O fr0 L W Q ¢ a z rD (n C N o =Y hm m D O LL ¢w s z a),1 rn o< Z 5z W N Q w0 � a N W r LL oz a 3 o CIDo�w }o � V zl¢ 0 3 c O 0 >� I ai rn N cfl r rO L to to M N N , Cr 00 U U) m N N Lt7 ,Q N LO O Lo T 04 c6 C)r 1 t- o z tEo z E O d E U J Q 0 J JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 8.2 SYMMETRICAL 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) LOW ROOF / FLOOR FRAMING PLAN SCALE: X"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Old x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - - W/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8- 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32 D INK R & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME 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 w0 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENCLADD CLADDING WIND GINEERED ROOF PR PRESSURES ANDROOF SUUCTIONDESIGN S FOR MEAN ROOFHEIGHTST2 ft AND 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 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft 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 -60.99 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6' EXP. 1 (2%6) or 1%32" EXP. 1 (3�6) TILE: %2' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS 04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] „ xr To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N WMM 04 CD co OEM 1. E � � o M. 0V z* LL C J LL J u- LL W 0 Z L N - _ Q. � CLL ? O J @ N (0 LLW O g _ O co � � m J -L,) N Z Q ZN OU 0 In W 111713 1 (D Z N M � O QQN O Q Q � J r �/ 1 ^ -- M 1 z 'ro0 uJ n , (D C O O,y, o <� c w � Q o w M ¢ z M o� LjCl _ � E o 0 Q N za m � �o 00 o O C C z i az mg . t0 0 0) �.z o aF dam. z�¢ � � `o 0 .L csa m CV � c� Co M r co � CV 60 U) m N I— O LA-) N LO � � r CD O ai w 1 r o m � 'vi 117 Z z E O � `m E 42) c a U JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 9 981"1111URILWbw SYMMETRICAL 54'-4" IUNIT-A 1532 IUNIT-C 1624 FuN I -T- D 1625 I co NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS S2 :SIMPSON LGT3SDS2.5 W/ (12) SIDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-O" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN_ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 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" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 * 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 172013125 ** 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 wl (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN, EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ (2) 16D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F `N/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 111 SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft 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 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60,99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/16" EXP. 1 (24/6) or 15/2' EXP. 1 (3�116) TILE: if32" EXP. 1 (316) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1732 SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] C, t31 Q C) ` C) CO L.7 N 6- a.; CD �i t0 c `+ J a) a-) } Cl- -0 ' 14—LU fit �trM,CA LU r> FLU f �= F; 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. H W v E C:)M 8 N 0 .000 N r 0 - 0 Ln to a U)C, d it L a c— w w ,n J LL LL l V a _' Y m c rn r L @ O O W 70 r yW 05 R'' m w - S M 0 Q LL m ZN OU W ❑ M M N M O ¢¢� 7- O Q Q r � � a U-A 0 w L %yea U c w � H J 3 big os•., z— ! V O v" 0 Q 0 ®rm® N �® O w M M z¢ o Z G J Lcd E 13- E Ov zo Q O w= < r Q N Z oa B XO a ]O U O¢ O @ N N <z WOIIIL G wz L (6 Z O Y ro � O 0, ¢z Z CO 2 3:oa ss a T V < .z ~r �3 CD 10 oz 4 Y 0 LO 0 .L cc CN r L CO LO Ln M 3 N N rf 07 CO U) m N LO H O LO N LO 04 O CO T q M r E m Z rri Lf) o z z c E 0 N E ai `m c a U 0 ¢ p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 10.1 --v-...-. ��._.-. ,.-. _... _.... .._...,.-�.:�.u�. .. .. _... ____. �- :_. 1:YlLL: u.!L:_...i.l L,1�. SL'r.�-;;LL�.E�_SI.. 3l;Y LLl.zlill 1 •NFL �IttIY IYI�MI��f�1iWIV F_ — — — — 1UNIT—A 1532 UNIT—C 1624 1UNIT—D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS S2 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD 9 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN — X (ENHANCED SCALE: Y4'=1'-0" UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 11 x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" 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 - III x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 wl (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 wl (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 - 1 Od P HUS26 1320/3235 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -11 x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28)16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-1Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER--f (A) x CONT LEDGER 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 <_ 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 45 DEG. a=oft (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 1 -49.57 10 GABLE -38.22 1 -38,22 -60.99 -60.99 -60.99 78.58 I O r —I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD @ 2r 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: 7/6" EXP. 1 (24/6) or 1532' EXP. 1 (9/16) I TILE: %2" EXP. 1 (33/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS " 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. O C CIO Cam' ciS e '� T d 0 03 .0 S �> 0 W " 0 ,O �� .0 s 2 W C) O� z CEO FLO C9 ROE S S40��`�� \� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W cE O M Q U V (V N O O 0 3noo0 �n N err; M M V 2 # LL Q N 5 J C J 52 lr_Lu J lJ.. LL rl a Z darn 2 O L O W M Lu Z N Z a J LL IL Z N O L) v W ❑❑ D M V z N c7 O O O z � N z o � J 0 N n 116 '1 (nv) z .00z v 0 o u O W o c� ci, N = fiK W U L_LI J ~ _ E m 3'•�,s ai U o N C co u ¢ ao 0 N � o �® r c9 w M M z o z < U_ cd- zo �° � zo ?® Q co O ~ E _g O x ¢ ¢ d p 00 a� O z N (a L ¢o ao a 1w ro - oY U �o m� O Oz Z z J Amy <w gO W N � 0 oa ZZ go a �w Wca- 0 �< =r- >° o w� z¢ a OU3 C O O ~ m N 0 CU r �-- MCO L r (� N N /� 60 U) m N �--- Ln CV L O O C� Cfl T C)LA-) ai iii L0 cEo Z :3 E Q (n m cc d o U J Q t] J JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 10.2 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 PTF- DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION M ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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) 0 TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER Fri_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL AIL I I I I I I � I I I OPT. I I LAV LAV IIHANSON BOX I 3„ �� I W/G LAV 3" SHOWER -U TUB/ W/C SHOWER �\ STUDOR VENTT DBL SINK W/ DISP. LAV I WIC PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (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 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 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 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% 5200 TOTAL: 31768 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 NEMA1 200 AMP ETER MAN 1 0-200 A P /—Serial Cable 3R Power Co. Feed ---, #4 Solid COPPER Ground C.Q. DB & GFI TO BE ALIGNED VERTICALLY COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 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. II Intersystem Bonding-7 Termination Per 1ST ELECTRICAL - UNIT -A 1532 2ND ELECTRICAL - UNIT -A 1532 NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart SCALE: Yn"=1'-0" SCALE: y4'=1'-0" 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. O O CMLL�r kCU o y � C' _t 40 0 -- 0) . C) a 6 0 m r <'. LU CV [V 0 c.r rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 0) g WIm 11- E 0 m ° 0 0 Y °°a, �� ���� fA Q m vu7 LL -� W J LLB LL 0 Z 13 W — o a Y L N V o f� L � O 0 (0O W U�mrn m Z CL LL a7 N Z Q ZN OU < 0 W 13❑ Cq M z N M o g z g QN z o U) J N z (4 0 LU O t/1 o c ws W J t _ � 0 C.J a C U Mild ¢ N 0 co co w co co0 z z < u QE zo �O >� QN O E U j Z® on ca I �4 W� _° pL Z fp E O N L a p ¢ 00 ¢ Z r N o �'� .0 z R' CJ� C') J ¢w ¢w Zz a)00< aO W3wLL �w CD �z ¢F =r 0 �O IIIIIIIIIIII' �Y W, zl�d aF 3 C O 0 ;n > (� Z � rn E m .-r CN Cfl '' L CO O M Lc� M N N T 00 U) m N O L0 a--' N L0 O T N Co C7 0, r Em 1 r i6 LC) o Z Z a ca a Ca E U Q 0 � JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 1 �1.1 4 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q� r EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ t DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR JIL I I I I I I I I I I LAV `1'--�, .I I 1l TUB/ W/C SHOWER LAV 3" VTR JIL I I I I I OPT. LAV LAV I �J I I LI u WIC SHOWER STUDOR F� VENTQ I I DBL SINK L T1 W! DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (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 1200 OTHER LOAD WATTS 0 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 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP I CTCI-f 11 A.A AI 1 �0-200 AMP I IT /—Serial Cable 3R Power Co. Feed ­—\ I.I I_ , #4 Solid COPPER Ground C.O. II Intersystem Bonding Termination Per NEC 17, 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. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT <`> ROUGH -IN FOR OPT. FAN/LIGHT i `� �' GF DINING KITCHEN 1 FI<Xj GFI 0<1 0<3 a OCI SWITCH FOR 0<3 0(1 DISPOSAL IN CAB 0(1 UNDER SINK IN GREAT ROOM /^ >ROUGH -IN\ FOR OPT. <FAN/LIGHT' I I 1 UTRY 'v�\ GHT AS =R SPECS I �Oyj ry °,m 0 I I I I I I rGF.L—i C.M t 1 UPSTAIRS F GFI A.F COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: Y"=T-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. F_ 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y"=V-0" � O > O o (D_ M � � r v A� L C) 0 L) N N 0 a) LID To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W E 0 4 8 0 V m N o ,_Lo M In � U) Mo_a Q J U_ W co LL W a a Z @ 8,0 =o 117E 7 Co N U pjO' w m J Ti M Z Q ILW In N J Z O V U O W 1771 [__1 QD Z N M o S z z o n- N N U J - th a VGA U 0 LL, o v) c usd U � `9 w L- J E s L U 8 Q N 0 co Q �W Z CM M h a Z 4 E w� W o zo Z Qn, E� wo F- fd _, X U U Z o N a�°¢ a .0 0 a��o z �w � �_ �Yo� "m Z N J ¢w �m 0 z a �W W 3 <� xk oLL Jz w ,r o CD a �O 0 m E N O � � O MCN III M N N r C.0 00 U) m O CNJ ILi7 N (D O O r O r Em T I T � � O z z E O ra U _j Q p J JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 11.2 pm OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING F-I -- �- I I I I I I I I I I I I I I I I I DI O KITCHEN DINING NING KITCHEN , 10 O , KITCHEN DINING DINING KITCHEN 110 O, I KITCHEN DINING DINING KITCHEN 110 O, I I I 1 I I I I I I I I I I I I I I r---Jr---J O OO P---� -- -_ I 10 1 I 001 I I 100 I 1 1 001 i I 100 I I 1 1 001 I — J L--- p p O O J L--- O O O O J L--- O O I r--- I I------ I I L___J I I---J---J 1---J---J-------------- ------ �___ - I r i r r Ii -� II II II II II II I I I I I I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM I METER BANK _-- ® (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) — — — — — — — — — — — — _ ~ — ----- ----- ----- ---------- - ------ - Fa A - I I I I I I 1 I I 1 _ -- '._` --► — Nd-1d. W.H. W.H. -- \ O O O O `_ -- -- ENTRY 1-CAR-GARAGE 1-CAFE GARAGE — — _ 1i =E�4F. �ARAG E 'C=CGGA_RAG E 1-CAR GARAGE 1-CAR GARAGE _ - — — — — — — — — — — Oil ru IIO[U ® — ENTRY • ® .ENTRY ENTFY`- UNIT-A UNIT-C \ \ \ UNIT-C UN-IT-� — — _ _ — UNIT-C UNIT -A 1532 1624 \ \ 1624— _ 1624 — — _ _ — — — j624 1532 -- \ ----%------ -- ----- --------------- �r--------- ------ r----- \ r----------------i r-----ter-- - r----------------� r- PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL I I I I I I I I I I I I UNDERGROUND UTILITIES I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I { I I { I I I I I I I I { I I I I I 1 I { I I I I I I I I I I I I I I I I I 1 �.. - - ELECTRICAL SERVICE PLAN SCALE: ya"=1'-0" C-1 o 4._ cM cc . X C Lo S:a C$ �) -. uJ �J >`.� CD � > 0-- 171 (Y CzL) ` - - N N O N a1 cS7 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE o a � o Ia L m N 0M N c0 YM/ r n J J�ii S Lu Z —' a m c � cn 9 o @ N O W in�pjO' m NZ Q IL Z L0 CO U Z N Oen W 171� C9 z N o z 88 N¢¢ IR z O Q O Q � J — a N z LL Q) 0 �- N w O—� w g � w � I- Q) U a LL t = rrs N U o • o to w Cl) zo Z z¢ � J U- C�- O Fca C7 E 0 oa az 0ff 00 0< N ¢o as aZ �w a � _ C U Nm W m0 Oz Z Z co _j �W � z N op Z 3Z v �o a w �k az =3 0 o wY �o I..I ' 0 `O .L > (0 co co N T cv L coM O =3 N N r ~� 60 U U CN �- O LO Q N L0 C� Cn Co r N r � 3 iii Ln o Z ccaa z E O Nca c a U ¢ p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 12 0 LINTEL PLAN NOTES: AID '.oe: ° d' ° = ° °° 1. THIS PLAN IS TO BE USED FOR STRUCTURAL o INFORMATION ONLY. O O O O o° ,' o 8F8-113/1T 8F8-0BJ1T - 8RF6-013/1T 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED U-0 U 0 0 0 0 0 0 o BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T ° °'' COORDINATED WITH THE ELEVATION DRAWINGS © O O O o 0 0 0 o 0 8F20-1B/1T 8F20-0B/1T 8F20-16-4. THE CONTRACTOR IS RESPONSIBLE FOR 0 8 24-1B/o so 4 06/0 COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. TYPE DESIGNATION #5REBAR ATTOP F = FILLED WITH IN. (1) REQ'D GROUT / U = UNFILLED R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 4C.M.U. 6 F 16- B/ 1 T Q 2 , ° W T z e ° d , GROUT tNOMINAL. L QUANTITY OF e SREBAR AT WIDTH #5 REBAR AT ° C BOTTOM OF TOP LINTEL CAVITY NOMINAL- 0 OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS fc precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ 4iaximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per. ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Nortar per ASTM C270 type M or S. 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 vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load C� O Safe vertical load Safe horizontal load ■ ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP v MIN. (1) REQ'D L 1-1/2" CLEAR o v -. W t% L G ui C.M.U. co U W u��ryX Lo G - 0=0 /\ H -5. FW/ \ - \ f. L� ' oDaz 1 " C U H m OW rn i #5 REBAR AT BOTTOM Z d Z x L Q MIN. (1) REQ'D C 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 cementitious coating. See contractor specifications 0 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION — — — — — — — SYMMETRICAL I nD nD nD nD nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" OMIN. OMIN. OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL CD co C-A X LL W U j) P -'kbd 0 0 g 0 = W ,y1�al+Ins��yq E � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W a o E m o 0 00 Q) N N A,�° � N M V z52S LL Q ca -r S . W -J - - SS , 0 13 Q) Z—tip a Sc m c � cn _ L � O 7 (0 - t0 he W °' m (D 6_j Z 'Z N ° ILo ZN O U U O W ❑ Z N o o 0 z m z a g < a J — n- ;cY c�v M v) z a = U 0 1 �cn r/ 1 w � m o-� w o V) _ U_ `nall U w E t c4 I i� _ � ai U o .5 Q 0 m N e I� o �co M CIDZ w ¢ o y� Z =o o }� a� QE s Q0 z® rC _ K6 U 0OU O 0 0 E N a o Woo iz dz wz ¢W r6 C/) C: _ U n� 0 0 ¢ Z C:3 Qi ym < Q W 1 Z 2 oason g0 U ao a mZ �- imQ �LL =3 ti 0 >_ o w¢ z ¢ a_ r U 'S c CD0 5 (.0 N rn N 0 T L CO O c� M N 0-4V— r C.6 60 U m CD CMV N O L17 N LO M Cfl r CD LO E.� ca �/ ���� \3J LO o Z Z w E O N cc IL Ei U 0 Q p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. L 1 IiPYCE `. . .. ,'.. ... - ,.-. .... .. ,.... ,.: :�:�: :; .. '�.. - � _ 4 ..�,;.� i.. i� �. �' i ,.. -. .. � .. .. TiY+.T`C'�>.�ria�k�+11rv�1•rnn. �,°4fYv.Yt. ...5,. .' , .. i .:.. ... _.. _ v� 3 -v, 0 v v- cn 0 0 0 M N I 0 0 J 0 Lo C) 0 I rn 0 CD >n 0 I N 0 v- 0 4 0 N I rD 0 M N J co LO 0 I o c0 LO I cV L v V) 0 .a c L FU- CD v a E a� E 0 L v C J y a� f7 U c U i U a> .o U z I 0 0 U J a> N N rn LO ai v 0 0 a N N ai v 0 m v v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY F THE NEW E E 0 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. F BOTTOM 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY 0 THE 0 OM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6TMS 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 G ( ) 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1, THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4,1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED AR AN ARE YIELD STRENGTH OF THE B D T BE APPROVED BY THE ENGINEER OF 0 RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 3" 2" 1 Y2" 34" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. A B P RATEDSTRUCTURAL LL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL E A A SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 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 = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4, ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cofncrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior so] treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls, 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate of occupancy will be issued. pest 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: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .d O M N � co C71- -10 CD yi d r c .t - - tz n Ci? _-� C4 Ct, v :� v 11J =4� s?¢:It3lift � tt s' • LO r3 � SSt��;b pt asi- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E 0 4R as v �0�'�ti ® 6 (n ��--_ s CIJl CO w a c: w a �wLL Z --0 a Y m c n o O Y W0f NU � W in 0 m w Z N N Q J IL a OU U Z W C � o g z � N z � � Q J _ r -1 z Q) 0 C.9 I2 Q 1 ' y w U O w o (� L✓ N N .U) (� F- in U o j E wigL = t 0I iI U o Q N Ol ti co W M M a E 0 4� n. E 0 w z wa t`6� CL _° U O CV r °az �¢ ww � M= mo - - OY " F O� a�i ou, m a w zZ Q� o< go LL aZ mw of �3 a w w �o o ! 83: V� o 0 �C:) N > (6 LL c`CY)a d' CV r 0 � � M(y) O Cy') `n CV r 00 U) m O 'E d c1q E- 0 LO t= CD O r '3 iri LO z m Z E aNi m c a E Yj 0 _j Q a JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. SN "' "'�'�w� 'u��w � I��IY�III�YSRtl,iYIItlINY111NalYWIN1;iV.1Nri1J14L �i L- -; CD THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L! 1 HOME H C G GARAGE SIDE 0 0 O 6-0" Q - 0 STUB -OUT FOR 0 1'-0" o o GAS METER o r N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM cn Cr a 7 - STD. 90°LU CONT. #5 BCONT. #5AR >� HOOK BAR SIMPSC w/ (22) - NAILS I 5/89 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR 1 Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2"min. max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit __—T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. I g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING.Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. D-Birdsmout"cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I ISa 3" (1 Orll nails at E" n_c Q'/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s@ BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d I 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : for vertical load transfer __,,� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* — — -� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6, A 1 2" ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" �I NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 12" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) . NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) :III —III —III —I _i i Nail with 10-10d nails. —-1 i I—�— Install tight to top flange. SLEEVE THRU STEM n ' ' . Y SEE PLAN FOR °. a .. ; . FOUNDATION INFO a. ° 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN n �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING PENETRATION LINE d 4 4. a'd d d . . —L—/ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dQ 4 d f da G a a 4 G d d a d v SEE FND. PLN. 0. SIZE & REINF. T!� N N 0U-i1 v ©t - C. ® G , w y `� •� N � wp � LU ....... 1 { J rti V � 0 0*, xN t'U, 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. fl1 W11- �E 0 a S o - C7 N r 0 0) -,� 0 N co V � LL Q C J W _J o Lu 0 c rn o iYn Z Lmo o (0 N W og W rn on w Z Q Z N OU o 0 W ❑ z N M 0 z CO z o v J ¢E3 _ Q) a IL N f6 W ° V W o U0 c N �N 0 m ics r-- U F— — E wigW J I -J. L U o c (0 e �® N - b w Z M U zo l.L o_ E E zo aLL �ry z® Da C6 �o UO t O E X U o�a� a � U a Z z cV z ¢o Q L rp NY . z m o oz cis N Z Z no W Q U a N W o CD <Q s '0 C.0 � or za a o� Uri c O 0 v� d" C'V C7 CO � _ M (0 O N LON C'7 T c.6 50 m Q F-- 0 N LO N LO LO c0 T N ` O rn LO r ai I r— i6 LO o z ns z E a) m a E • • a 0 0 a o � JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. SN 1 3 -v i 0 v- 0 0 N I 0 cV J 0 co 0 I 0 L0 0 I CV i v C Cr Cn 0 N I co 110 CV J O co 0 I C) 0 L0 Cn I v v a C L Q a co E 0 0 v J a> tZ In- 0 v L 0 U Q 0 0 r1 z I i C 0 v U N T7 N N LO v 0 0 a N N LO v 0 Q m co ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 � V V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Rd Tnr-NAII 4 T R R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /,- 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d 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 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM -'�1'I — m . ° ° I=I I— I —I 1= MITI --DTI= " 1 I�7Tf=1Tl=' T D7158-CLASS G or H, or ASTM '11=1 I = p ° ♦-I I -I 11- D3161-CLASS F, IN - ACCORDANCE w/ TABLE_- R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION 2020 r _I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -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 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD rl PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 '� a NOTE:EXTEND W1 AXW1.4 WWF OR - DECO FINISH 4" to 6" DECO "FIBERMESH" GRADE ` ° y \ I M Z 0 — D - I 6 MIL VAPOR D BARRIER B 4 I� = = z ; ,I p I COMP. SOIL. T ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. V-4" (1 STORY) HOOK (SEE U.N.O. 4 " V-8" 2 STORY DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - GG S3 GARAGES 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 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT I I (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"4 1/4"TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP. .- I ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 llil III II II!-11!I M ?' NOTE:- V, ,i a!_� *FOR BEARING WALL {=III i I 1 ! -! l I-=i I I- W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTIONI I' —I D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1A 31/2" WWF OR FIBERMESH min. 4" . ' a ' ' � GRADE a co _ -_ � __ _ � - _- • -rrr � I � � rrrr-Trr-T= #5 REBAR w/ OPT. -_ (II I I �=r1I II 1=. 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 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 - , M ,�— M I : ,IL=�LI=1 I I •. I I 1=1 11= �' �= I F�IT_h ',. �, `�..�. _ 1T�1I � I — 1I—I I LC? _ III Iil— h11 1f1= SEE A/S3ORXS6 �I ITI ,I,IiI�I= SEE A/S3ORJ/S6 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) 1' T-8" (2 STORY) GARAGE DOOR SLAB RECESS �,� 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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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 .: — D °, T ° 6 MIL VAPOR BARRIER 0—T 1 I P -III I • .• o . a IV I I I I I I I I 17-4 I I 1 1 I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 92 SPF 5/8"OR 1{2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %8' GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT OM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10} 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" AIN (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL x W1.4 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS i2'� � 6 x 6 W1.4 O WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2"MIN, 31/2"MIN. A.F.F. p LL / o z ° ,in.)- 4" 31 /2"(min. - 4" _ - -� -00 III= 31 /2"(min .) - 4"I- -ITI—I I = I r -T=11 I —I �I I f1•=11=_=_1 I 1=1 -1 I f_= �_ -1 I —I I I i—ITI=1 1=1 11= (2) #5 CONT. 4„ -j 4;,' m "' 8„ (2) #5 CONT. 4 4 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL aC� STEP (CD SHEARWALL ( C 1 TYPICAL BEARING WALL a@ STEP "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SCALE: 3/4"=V-0" .0 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 I LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 3RD LAYER 1/8" THICK. 1 0 K.O. BLOCK SIMPSON SP1 w/ (10)1Old 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 z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30"MIN. LAP] 21 R 1 7/8" r #5 REINFORCING BAR —� I� 1�1 I11= r #5 LAP SPLICE 1 I I1=TI1=� -1 I I TTT COMP. SOIL. (COMPACTED TO ° 95% MODIFIED PROCTOR ASTM D1557) 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD, 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR a d .. -31 /2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" Q.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a E c — P — M 6 MIL VAPOR � - BARRIER- ' '=,III��IIIIIII� I III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1,4 ice, WWF OR FIBERMESH K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR _ _ _ x x TOP OF BEAM (2) HTS20 0'-0" FIN. FLR.Ab,Nv _ ^ _ SCALE: 3/4"=V-0" NOTE: SEE SECTION C/33 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM w END OF 2" x PLATE 0 W ° 0 a=I�1—I�I� � • 6LU p . CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA, EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH _I III 111=111=111=' r (2) #5 coNT.-1 11=1 ON T' CHAIRS (TYP.) 8" 1'4„ 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1 A x W1.4 ' SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS I �N a M INFO CONNECTION & LAYOUT DESIGN '; - SEE ROOF PLAN FOR STRUCTURAL I o .' I_I=I I 1 I BEAM SIZE & _ ,I E N a' a CONNECTION INFO °�_ -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 g ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE rM CONNECTION INFO. SLAB STEP & RECESS S.G.D. SCALE:3/4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I EXTEND FILL CELLS c TO FOUNDATION PAD _E d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. r ' VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS eo z GRADE ° FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) C7LU z -I ! ° °• =1 ! I' �— �I ! �I! !II l­_ w o ~ CL W Ii� _I W 0 !I I- !!—!! —! - BRICK PAVERS or SLAB PER W Owcn 00 = = —I • • a• l I -- - z Q COMMUNITY SPECS " III=1!I III=1 ! lip - W __ I ill FOOTING v BEYOND PAD REINFORCEMENT -' "—III--IiII 3" MIN. CLEARANCE SEE FOUNDATION I (SEE SCHEDULE) SEE SCHEDULE TAPERED COLUMN IF 'A I N G rCD T2� PATIO COLUMN FTG. DETAIL �N 0 C O " r.. O 0 M L L CL a' , L C . 0 Q_ R 0 D e-. U v t^ C LLI C F 1- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn 11- W 0T E Q 8 0 v 6 0 a� - CN C vi NM7' LL M LL LL w a. Z w 9 �_ o 3 N S` W w °' °' mCo 0 Z N M ZIL LL J O Z U U O W ❑ ❑ M Z N � o� z J N N Q) 0 _o � Cn CO LL, � m U 0 LU �V) - e ca o o 10 Q �m o C.0co �w M 2 _ W �E E y¢ g v H � — a= x" o0 �i; Z CZ)¢z N � pa°¢ o w w � � z m _ � OZY Nmr �z Z z Z¢ �z C',—� F� °op z go Ww W U 0 �� 1 .rr CD <z 3 co V o r 2< p U3 =O 0 > C� L v m CID N r C9 �� n1 M `O M N N I, r Cfl C:) 00 (%� m H O � Q N LO ,6 r LO Z Z O y �' `m d E U _j Q p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 v Cn v 0 Q 0 M N I J 0 LO rn 0 I CD 0 LO LO I N Cr H i v c 0 Q 0 N I C) 0 N J 0 O i C) C) LO 0 cV i v- i-- O -0 .a 49 M 0 v Q T N a, E 0 L v J co tZ L 0 U a U -F? U a� O 0- 2: rn I i 0 0 v U J 2 t� N N rn LO v a 0 a N N rn L 45 v 0 ¢ m v in (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 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOJ2/4- ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTEWALL FACE OF BLOCK WALL I 2x 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 • BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN O- DOOR OPENING* * DOOR OPENING EXTERIOR ❑ ❑ ❑ WALL WALL CLEAN -OUT q ❑ ❑ SCALE: N.T.S. SL� ❑FIT ❑ 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 g MASONRY LAYOUT D S4 SCALE: N.T.S. SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ° a a d- a 81, STD. 9C HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ITE NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 4❑ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL _I Q l.i..t o FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T,S. ° d ° 8 ° SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MO�UNTINGE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 6 3/4" 10" 31 /2" - N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvr r r nvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END .EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ PLATE BEARING WALLS NOTED P.T. BOT. WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS n LINTEL 12 (TYP.) SEE ELEV. 1� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( v O/C FIELD ? a vV2-16d 2x TOP PLATE U) 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (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 STAGGERED FROM 80T. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8'"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK 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 Ita,, SPLICE STAGGERED ' MiN \\ �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 n NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. Z&NUT OXIED A.T.R. Z&NUT ROOF TRUSS ABOVE /— 2X BLOCKING < I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B 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'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED c c TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. 0 O O c co �3 CJ x 4 Cc a_ n® ® U v_i —`; _ r <�" ' 5, a 3 5 Li C al 0 "LLI �vv c .Y O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 8 0 sm co r 0 N rnNo LL a C li _s W u- a Z —gym 0- 13 L c6 7. o ' ` r- � W m ua - Z_ 0 Z � N Z Q J n N o U o Z W ❑ ❑ U z N o o Z � N z � � n l%i z a o a--J N LU w gJm O = N �V) A U) oil1U i s l� == a III V o h 0 C co ,MIgN N 4 r W M S9C:) z z o z a LL E 0 w� co4� aao �¢ P� no CDWz (V � a ww a: M cvn - mm o, >z (%J�z i8 O J o U a LL az W a U ¢o r w >0 mio O CO O Z G a U U C C)0 L ai m CN r cfl (1)C�4 CID O co M LO = M N I CT ' U C--) 00 V) m �— CV a-j CN F— 0 LO .Q N LO C) 0 LO o z z E (n n E U Q p JOB NO : 22-05610-05605 SCALE : AS NOTED SHEET NO. IL 3 0 cn 0 I Co o rM N 0 0 12 0 I o 0 C) 0 I v v v- 0 Q 0 N 0 CV J 0 cc LO I Co LO 0 I N v v- 0 Q Q i C Q E H 0 N E 0 L 0 _ J co Q% LL O U 0 0 U Cn U v -O rZ N y I c 0 v U J a2 t7 LO rn 53 v 0 LO Cd N rn L v 0 U a m cvn SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 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 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE�A SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 11 RIDGE FASTENED AT @ 8'-0" 0/C, EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d Ir "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 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 "T" 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 INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I x I I BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 114" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ r N f X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 ' 1/ (2)16d NAILS WOOD TRUSSES `° 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" x RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS ^ 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d rrr AT EA. TRUSS JOINT r „ (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" O/C FOR THE N)16d NAILS L CKIN) 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 OF1 O/C 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 BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 11NIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA, SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 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 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-j I LI: BLOCKING, FASTEN WITH L_ 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION r 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) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. K S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 COW CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)114"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) r-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" - T-O" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"x1 1/2" SIDS ^^ ^ —t,vry i . ocrrcuvu — GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z 9 L19 q I NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION -0 (1) J= O c ` 0 C_x C14—C�� N CL cl-) X to LL ® © SY d a U ua 0 6 °'r Q v3, co a.; 0' p E 1111IIId81" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 'ir of Q U Cc, N C'0 � " 0 co FriN :310 ��0� ' �i -- I ,� LL W J LL a z W � °' m N �Z �p N � VZ O o 0 co W ❑❑ U (D z N M o� z �N z � � V J N M t!I z a �- u- c13 W O—� rlr Ln C U L.1.1 E L N c �12 c w M . S o Z LL_ ca E oo aN E? 0a N r Q. XU a< 00 0U grr O E cliO a z <o d Z ¢w `z mo C - o� .0 >'z <W CO J ? � y W m 3 �� 0 ZZ g0 a C1 � N w W a0 oLL Z. =3 O ~ a= � C C)O N N N r 0 cU _ N M M N N T� Cr 60 _;1; v! m o N H LO N LO O O r < c0 O 0) r Qj E T I T LO Z f6 Z 7 N E O N cc a O a N 0 J Q L] c J JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. S5 �ulu�ll uL_ 1u�uaWl�al■ItwiWalrrl.0 rwlwolu�; a WMANWUM11MI11111 W914IAWW 9 3 v L v v 0 a 0 N I co 0 c,4 0 a co LO 0 I o to CD 0 I N v C N 0 ,a O N I 0 N J 0 to 0 I 0 co 0 1 N v C Cr 01) rn c -L N 0 v n. E H N N E 0 L v c C J L� U O -L U -O a v d Z N y I i c 0 0 U J 0 LZ N 1-3 cm v O a - CV 0 v a m v N SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N,T.S. 'END SHEATHING TO )F BEAM OR GIRDER TE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUSIE 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)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSUREI x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D w a SECTION X-XIF II II M _j NOT FULL o HEIGHT SHEET I C II II Z 0 I II III �I IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T � II F II EXPOEI � EXPOSUR SHEATHING IIII II I vwwi SOLID 2x III III II Il II I BLOCKING @ ALL C SHEATHING 0 0 EDGES (SEE III OPENING SECTION X-X III III x _II II �w II IF RFx E _ 2x STUDS W III III II II II BEYOND. SEE PLAN o IIII I I II IIII II II I I O II I — ILL I11 111 _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rI r\/A-r]^Kl r11Anr)A11A FLOOR CONNECTION B MASONRY 1ST FLR. SEE J/S6 S6 SP _ SCALE: 3/4"=1'-0" sPAc FOR ADDITIONAL INFORMATION. I S 314" 1 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYa". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL Z © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w DO O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w a O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. a Tr-000 ai � m u @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O 0 MEMBER IF GABLE END c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4#2 FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1!2" TO BAND SPFTURNED VERTICAL w/7/16" ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS $ 1Od NAILS TO O FLITCH PLATE TO w/ (2) 12d TOENAILSEND. NAIL TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW PLATE TO E. NAILS CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ S 8d NAILS @ O SHEATHING STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2) 10d @ 6" O.C. FLOOR SYSTEM vFanrn= 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING - SEE ' , NOTES: USE BAFFLE SCHEDULE - [RSH] - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS 24" O.C. SHEATHING TO BOTTOM OF RIM S6 & NAILING SCHED. CHART ON FLOOR @ PLAN ` ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" ONLY. 1 (6)1/4" x 2114" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & 8 10d x 1 112" TO BAND () SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WALL PER STRAP �FAi11/- CEILING & 0/C WALLS TO 2-ROWS 12d NAILS 1/2" GYP WBB (2) TOP PLATE W/ 8d @ 4" WOOD MASONRY DOUBLE 2xS.P.F.TOP PLATE - ATTACH 2xSTUDS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 L,L STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING @ WOOD 1ST FLR. SCALE: N,T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL � = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR o w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2x HEADER SEE PLAN APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. j 1 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 • INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j LU `� _ LAYER 1/8" THICK. 10d NAILS @ (1) 2x SILL PLATE W/ (2) COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER BOX HEADER 8 0/C TYP. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN ONLY 12d TOENAILS OSB (DRAFTSTOPPING) TO BE NAILED W/8d DOUBLE 2x • EXTERIOR HEADERS: COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/FOAM. DRAFTSTOPPING SHAL S6 S6 • OPENING LARGER THAN 4 FT: ' DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE FLOOR SYSTEM AR ETAL SEAT E PLAN O - OR FELT 2x STUDS TYP, HEADER SUPPORT PAPER FOR TRUS NO. OF JACKS & STUDS - - MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS Al. ° BARRIER 2x4 RIBBONS F.[- op TF FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL JACKSSTUDS STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" FN/N� R BEAM SIZE END EA END EA EA END SIMPSON GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C STRAP 1'-4' (1) (2) (1) (2) 1 () LSTA30 CEILING & 8' O/C WALLS STD. 90HOOK (SEE DETAIL)_4L 4'-9' (2) (3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED �� 11 TYPICAL T AND CORNER CHART ON FLOOR PLAN SOLIDW/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TOBOTTOM OF DETAILS KN DETAIL (FLOOR TRUSS) 0 WALL HEADER DETAIL M BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" ��S6�S6� ARCHITECTURAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER a MUNICIPALITY C ..d N ` e a`I ' I --I f1—Tff--11 I I e' ° \' 6x6 W1.4xW1.4 III —I WWF OR FIBERMESH 7� e ° °e FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE I. so @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH �--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR —"'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" FLOOR TRUSS O° SEE FRAMING WEEP SCREED o _zc r PLAN . e • INSTALLED PER MANUF. y •� L 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SG SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °• ' d°. III, , 11=III=III—III=1J=1—�—(3) #5 CONT. ON 3" 8— r l l—I u 1 i 8 III III 8 Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'4' (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN, SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH r c e ° ° ° i I —III —III I I I°.: a a Q. I I i—III— I I 4_' a III —III Il ae°_.ee .Ill.rllll � (3) # 5 REBAR ON 3" CHAIR 4 1 III. 1-81 W/3" MIN. CLEARANCE ALTERNATE FOOTING PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 0 Y � O C7 �`'�; Ej 0y s-.Q L cz 0 0 ,yam > UI ,•eiler tp,.. -\ u e $ F N a L C .C, '•. e 4� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W E 4 M 0 V N_ O m 0 r M0M aLo� N YI ri I-- ti '� J Q Qj M V zS L� ca u- LL Z �u w 5 aw w Z ca c a Ir Y m o S 0 W U) m z CN IL IL MZ a ZN O U W DO tp M z N cn o z m o z111116. a J N z = � U 0 u- a--' C/o, (� w o ° U — � Ow o N c_ �tn 7:3 U � w � � •. — Rig 11 „• L c u) Q U u O Q � s N O 4co o W M zZ o S Z � L.L E a _o < S O E® Z oa F _ X U ¢ j U �U o Z 6 E CV i a o. ao Q wz ca m� o zz J aw sz ' o o< go a�i N� W U� <5 az 3 J �o >°x o � w¢ oc) c 0 0 > (,0 I LL m N I� CO M L0 (y N N r CT c.6 60 U) m O CN L0 Ln N L0 O a) C4 T O Lo a� r 1 r 7 0 Z cc Z N E O N cc o v U Q co C c JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. S6 (MONO) _ I • 'Ir r 741 IL a .ro , F I Ti^ "i •'11=" 1'r:I ­T =,1 q. n h ti I 'I' ^'I ! 1 l4y I' „ J ,I 11111 ,f l, �IIF 111nR��11���1 3 v v v- Cl7 0 O 0 N 1 0 N J 0 co LO 0 I L0 0 c0 L0 0 1 N C7 v a- cn 0 0 N I to 0 N J 0 L0 L0 0 I C) o to CD 0 1 N / F- Cn C 0 i rn c ¢ C) 1,2 0 a v Qi E 0 L O c C J r L7 O U v c U i Z O U v Z v) I i c 0 v U J a� T7 N 0 rn L a a C'4 0 rn ri v 0 m v cn SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION, 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD , -- GLUED AND NAILED 2xi I DRAFTS P 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS / AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING / POINTS / \ _ x4 GLUED AND NAILED TO STRINGER E—/ _ FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" MALL J-A 1-11 ALIGN THIS STUD WITH FACE OF 2ND RISER r / I � T ` \ \ / 3YP CUT TO FIT %RS IN WALL I 2x12 SYP BEARS IN WALL —2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN T" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ---2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ' 1 tCOMPONENTS DE MOISTURE \ CTION ATTACTSOF STAX2 4" TAP" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ a" X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ GA*"-� TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' I STRINGERS G I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1\ \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: V = 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 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---� AT STRINGER CONTACT POINTS II SCALE: 1" =1'-0" H 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) Im / L'tW SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x*GLUED AND NAILED TO STRINGER � bR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW _ SCALE: 2" = 1'-0" LWL F 2x4 STC 2x4 NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: V = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR STRINGER \ OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 a X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11 SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = 1'-0" L-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRINGER 2X BdOCKING PSON MTSJ2w/ ' 10d x 1 1/2" AILS 2 D OR D 2X BL07NG 3 RISN3_ ECTION VIEW "H" SCALE: V = 1'-0" io-)N N M u ,EL t7ID ,_ f s1 0 n ,.� t6 t, � Lo ��dfJ3�Js�r 00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W avE "8 O N p V teCb a) cl c: C �0 So v � " a dm C —1LL _j LL LL a w o Z r m v W og W � rn m Z Loco)NZ ¢LL k ILZ CAO U 0 W 0❑ v M r Z N M —�o z CD z iz J — /� N L 1 z VFrMon _ N 0 Lu � a w o N ur - r— — E — 8 I U a N N Q� t o CD w M M z¢ O Z z 4 U- ll E O z ¢ �° z o <N E 8 wz Z® °a c to X° o 4 _° U Z o E N a O ¢oo ao 2 a �� i � C - C m" om mo o� zr z Q1 J < w mz N N ¢ ° ova go Q LLa z �Lu W O oz t =3 O O cc) F z�¢ a U Zi °C:) = m NO � � O c�Co r CM N N Co 00 U U) m c1r) CN �--'- LO N LO C6 �.._ C:)r E 1 LO o z ra Z E O n E U 70 -i ¢ 0 C JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET N0. 'IF .P11, p 1i4 ityl i IiIlip, I11Q ujrrr r•1 it vy vig m.n I i 11 1111,.,I1l¶ T S:i rl I I._l.111 3 L O o- 0 Q 0 N I 0 N 0 J 0 L0 CD 0 I LO \n 0 I N v 0- 0 < M N I 0 N 9 0 L0 0 I CD 0 cn 0 I N v v 0 a i v a 9 0 0 J N LZ 0 0 U v co C.� co a� 0 a. U i Cn Cn i 0 U J Ii CD `o v 0 O a N N LO 43 0 0 Q m -v v 1x4 1/2" DRYWALL DOOR JAMB (REFER 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. i / / APPROVAL FOR CONN. j/ APPROVAL FOR CONN. j / , 1x4 ,� 1 X 4 3-1/4" LONG X 3/16"� / 1x4 P.T. / i FURRING " 3/16 X 3' LONG TAPCONS i FURRING (2) ROWS 3/16" x 3-1/2" ! FURRING TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X$ 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 /211 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" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. %' 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT APPROVAL FOR CONN. / //'//i (2) ROWS 3/16" x 3-1/2" // j i; x 3-1/2" TAPCON @ 16" O.C. & 4 FROM EACH 1x4 TAPCON @ 16" O.C. & , , END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 1_11A11 IIf=TAII x BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR4 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K.) Z-011 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—­"BTWN. ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS 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 DAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' HOOK 0 i +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS 3 SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 E. REINFORCING INTO PLAC C E. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%a' 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 / / FILLED CELL PER FOUNDATION PLAN ,R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER I NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (*) #5 REBAR (TYP) ®.# 1® 1® s® ___,,*TD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED ;2X SS NAIL w/ 5/16" HEAD DIA. @ 24" O.G. CONT VENTED OR SOLID SOFFIT LOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU W/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" A D p.=1I�I�� T�I rrlf� I1- D — D- -I I I_I I D'° III -I 1 I -I o F=I- I_ p 111 � GRADE CV p M - z p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2X 0 + �Fy�rH + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)1Old NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS ` + REQUIRED TO �(\ + SUPPORT SOFFIT R SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8n 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 QPP QWI=r=T M slim x z O cn Z_ U_ O W Q U_ H U U) B @ FIRST COURSE o� o. o® 2"x BOT. PLATE W/ (2)10d @ 6" O.0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS — INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERRAN .� q•. G. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 `-011 51-011 INISH •o . .. I1. � Y ' 41- ° b.: ' ; #5 BAR A' o iD > 1 011 °e D ° ° CENTERED W/ 4 n .' ^D • 9 F IN TOP o ° I , •' ' KNOCKOUT/ 4 ° CHAIR BLOCK - d. - ✓' p.. MONO FOOTING SIZE AND RE1NF. PER PLAN-- - °, AND SECTION DETAILS t CLEAN FILL .> A. DIRT �' z °.• ° STANDARD #5 BAR IN ° 90' HOOK CV FILLED CELL, STEMWALL FOOTING SIZE AND REINF, PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 - 1-0 OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a) c� U- a_ N CD " 0 ® U `0 - C Y D �l ` 00 r t.3 D s � 1'k e1h UJI a F g, �,t `frrof frjS6Pl:ltlL r. 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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W -I E 0 a 8 0 D o"� 0 W y N N cntir° C2S #u7 a�MJ v 2 LL W U_ u_ 55 a Z — a o_Y 103 s�� Z o W U) .ox IL ' N o 0 U O W ❑o Z N ch o Z QN Z o a J co r co t^o1 z /R C W �J o 4 W N o U 0 W o Ln (�v N �Ln U ai MINW J x y U oo y ° c 00 ® 0 o N O 410 c M y ¢ o Z J L.1- Q E w o Y Z z® E O Q= W o ca -- � o CD i W K oQ Ww C _ N Z U .9 Nm m O z Oz z J ¢w �Z c�i tP o, Z go W 0 a o� W mF �o �E X O w¢ _� Y° W �O 0 m d- N LO N r � 00 U Cn m O N F- O Ln :+--� N LC) CD co O 0) Lo ,— m w 1 r (.0 iri U*) o Z z E 1 d m cc d U _j Q 0 JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. SS DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN - TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING PACK WEBS FOR NAILING SYP wi 2 isa @ EACH TRUSS MAX 24" SPAN (EITHER US WEB SIDE OR BOTH IF REQ'D) 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. CONSTRUCTION THIS D H ON 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 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 (2) 12D NAILS —} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-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 d NAILS WHEN 12 REQUIRED w/ (2) SIMPSON HTS20 W/ (14) -10d X 1 1/2" EACH IT[ 41: T[ 14 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. — -/—WOOD TRUSS 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 j DIAGONAL AT 8'-0" MAX WOOD TRUSS M3 HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS 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 @a INTERIOR BEARING 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 COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION c�, EXTERIOR TOP -CHORD BEARING FLOOR TRUSSES @ 24" O.C. 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. WALL 53 - SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" 2'-0" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" TYP. TYP. 0 0 1 0 0 0 0- SPLICE 0 I 0 0 0 Z-0" SPLICE BEYOND Z-0" PART. ELEV. VIEW PROVIDE 30" LAP SPLICE @ F.C. REBAR. /—(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT(50 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 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD n nrrrr.i c.-rninn MASO' SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\_17.a T(1CAIAILS 2X6 P.T. CONT. _EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) a'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR TROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = 1'-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 I:EEMUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS LEV, MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.—� 2X4 BLOCKING @ 48" O.C. MAX. W/ 30 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 ABOVE AT EACH SIDE OF WALL NOT STAGGERED OVER PARTY WALL CEILING BOARD 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. 4P (TYP.) a a 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 o ° 2x4 LEDGER ONLY AT EACH 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 STD 909 HOOK 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 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR d INSTALLATION (TYP. ON BOTH FACES OF WALL) UL-U905 see sht 9 LOCATIONS) ( ) 1x P.T. NAILER INSTALLED 1 2 x P.T. BLOCKING BY FRAMER FOR i 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 I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEI 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 518" 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. 0 EDGES 6" 6" 16" O.C. DBL. KO. BLOCK MIN. MIN. TYP(2) 2x8 SYP #2 P.T. CONT. T T a 24" MIN. (2) 2x8 P.T. ATTACHED LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED@ 24" O.C. w/ 5 EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" • • •Sr - ••r . 1 - 1 • • ` - � w full ••- • - : r .. • , - , a III _,l � ����� a. `—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE TYP. "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) U 8" CONC. BLOCK (TYP.) PER UL905 a 1x P.T. BASE NAILER N a 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) S 0 (4) #5 CONT. STD. 90° HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"=V-0" FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. ---_ (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. �� CONC. SLAB SEE FOUND. PLAN---- 6 MIL VISQUEEN —� \ 1 0 / SEE PLAN TOP OF PLATE STOP COURSE W/ �— LINTEL SEE PLAN _ SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" 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 00 TREATED SOIL i N 3 #5 CONT. 20" Ill,, TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 F.F. VARIES WITH SITE GRADES SEE PLAN 4_. 0 01 O y ® C C%1 . C) -74 0 s LLI °'•c1SE� .a • N rro A ......... •••• �. O"� ,� ,a�`° To the best of the En i ee s knowledge. o n ra Howl d e information and belief, 9 9� , the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'ItE 0 11- .0 8 0 u�'�� 0 - �� �� (0� ��� ai HMV zS W 4 C J Z W W J u �+ 5 a. 1 11 W Z 9 N N O �c U) 91 m W Z `n MZ a J tLW N - O Z O U <co W a❑ z N o �o Z � N z o � M z �.1 Q) 4.1 ° 0, U O—� r, r o N 01- w �V) U � 1- J E is Lu U � w M M �' � w Z Z Q E E o _'p o= <� Z® m o wo DU z~ CV I. o rz wo O Q w= ¢ a > L Q O m . (n ro C zY 0 zL�iLL N <w o� Z 1z o gu MINa wLL g �w J o Jz w, '3 >° z< a °§ 2 C)0 y > C� N CD co r T N le) L (0 CIO o CIO In CN C.0 60 v, m O r 4-0 o cfl r C) rn ,-- cu �; L o Z z O ILU s Q p JOB NO : 22-05610-05605 SCALE : AS NOTED SHEET NO. D1 L Cn v v 0 .a r cV I 0 I� cV 0 J LO co 0 I 0 co LO I N F_ v Cry Cn 0 Q 0 N I 0 CV -0 R co LO 0 I o LO LO I N / W v v Cr cn 311 Q 0 N v n E Co W E d L O C C J LZ i L) v C 0 U / N 2 a U d ch ch I i c 0 0 v 0 LZ N 0 LO -«B 0 0 0 0- N N rn LLO v 0 Q FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISTIVE 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 BARRIER •Y TAPE ' '' EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703,4. s`3 y SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER O ' CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER 1. RESISITIVE 2y BARRIER SEAL TOPS OF JOISTS 1 ,� 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) _ other a roved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP pp g p pp SELF -ADHERED FLASHING _ 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 HEAD FLASHING TIE-IN INSTRUXre ' No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather °�_ we RIM JOIST / ,` building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for I flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 2 ;i 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 flashing and seal with tape O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , Exception: Where barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER the water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING .\I 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water Into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL 0 COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° ° SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT - '• ' WINDOW BUCK TO ° ��: EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pe of sealant. Fluid -applied membranes used as pptype PP OUTSIDE EDGE OF MASONRY WINDOW BUCK ' : i . ° ?-............ VERTICALLY FROM BOTTOM OF flashingin exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s • p Y g pp 9 e• 2) SEALANT JOINT � .... THRESHOLD LD shall be Installed at the following IOCatIOnS: 5) SEALANT FROM INSIDE EDGE OF Z 3.:::i'::. WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE 0 SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one more of the 6) TOOLED SEALANT REQUIREMENTS 2 or BEAD BRIDGING following: CLADDING AND WINDOW FRAME z " SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing Instructions or for applications not addressed in the fenestration g pp 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE' 4 manufacturer's instructions, in accordance with the flashingmanufacturer's instructions. Where flashing instructions or details g AROUND, INCLUDING SILL. n DO NOT FLASH OVER L z SEAL TOPS OF JOISTS 6 are not provided, an flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall a sealed or p p 9g b sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING � UNDER DECKING 2 (SEE DETAIL WP07) 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANdDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. - - _ --_ - Water Resistant Barrier 7.7.At built-in utters. 9 JAMB, SILL AND HEAD DETAIL Lath APPROVED sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOUSETHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 \ % _ stucco SIN FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4' CEMENT PLASTER N� ° a 12 MIL (min) DRYLOK EXTREME \ \�\ /� APPROVED FLASHING TAPE DOUBLE °d 7/8" Cement Plasterin "V" SEALANT SOCKET WITH !I I JOIST ! ° TOOLED APPROVED SEALANT I , I I I SINGLE I wooD BEAM I , '� ° ° Foundation Wall ° accordance with 7/8" Cement Plaster JOIST ,; ' BELOW 1 SELF -ADHERED FLASHING p ° ASTMC926 in accordance with U# SELF -ADHERED FLASHING a ASTMC926 i 2 °° w Felt backed metal - _ r...: lathe in accordance Felt backed metal SELF -ADHERED SELF ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 O 5 Building Paper Building Paper 7/16" O.S.B. O.S.B. �',�;�' ' sheathing shea7/16"thing Metal , , sheathing SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING 1 FOUNDATION WEEP SCREED . • , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER • / : . , Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL �± - - - - - - �� Installed As Per Manufact. Specs. PRODUCTS DETAILS l� STRIP OFSAF LEGEND I` SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of TILE FINISH I- I DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT 1 cauk bottom Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK W I BARRIER (WRB) - - -- I BOND BREAK WEATHER RESISTANT BARRIER- - - _ I I BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2"to2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I 1 I PLASTER ACCESSORY Sheathing Installed As Per I; SF LATH SHEATHING,'OSB% PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN ? I Detail Instructions 1'-0" PER PLAN I WRAP DP WRB ONTO I THE VERTICAL „ 1/2 Cementitious Refer to the number marked as( in each detail that corresponds to the I is SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: I I. I FLANGE AS AN AIR in accordance I ll BARRIER with ASTMC926 ®®,. All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU i I I 3-1/2" INCH FLANGE 1 over wood 2nd ®°®°° • ®.® ®®•®® ° ;®®®® outside corner will 2. Install flashing and weather resistive barrier to form water shedding _ J I I floor ° ®•®•®• need to be miter laps o 4" OR 8" CMU Q ° Q - - --------------- it I ° g cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) H ° Z Z 1 I STRUCTURAL FRAMING •'9•®°. ®°: butt joints need to 4. Split the release paper using the ripcord (Split release on demand, ° a 1= " ,. • ®•®®� ® °o,°° becaulked using embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT II -,� �,� STRUCTURAL SHEATHING " ° o °• ° Stampede or sim. minimize scoring cuts _ ° a ° ° � W 0 W p THIS GAP IS A RESULT OF . PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and ° a ° I- _ U) U) - - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER i- -'-- ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" U ROD & SEALANT DRIP SCREED PLASTIC Minimum ° SLOPED MUD BED ° Lu _ Lu ;i BOND BREAK WRB ACCESSORY I . 6. Fold as shown by arrows- a a ° a � I ;; SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to Q � fit tight to corner VINYL SHOWER PAN 11 a A I f 8. Mechanically fasten as necessary ° a i ° ---------- ' --- ----------- u ' Note: LOa a SPE - I The building paper and metal lath must be g p p ° Cement installed over the top of the weep screed. °------------- _ PLASTER STOP r Plaster CONTISEALANUOUS BACKER ROD ove1 r a a a & St floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE N -C co B9 �� X cm LL CL Cc±� v l rL, j 3 r 0, .l_° CV CV 0 CV rn Lr� 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� W a8 -t E u G 0 0C 0 cN U) [N 0 ) Ci J Q EN 0 # LL C J U- W CIS LL LL o_ Z - O C D_ Y (6 � (n ro C? CV O 0 W Z LL 0, m Q J N Z LCO ID Z W M � z N cn O O z m Q J ti N z v V! � L, a-1 N w o ° U LU � iN U ` LL, E 3 s � Q 00 N rn o mz w M �a J LL. cis E �� 8 < 0 wo ?® X U OQ 0 O U OZ 0 E N ¢OZ wo < �2 �1:9 L o �> m 0 z Z <w zO � ^� Z a �k W ire ao = o z 1~ ;o C co 0 1. a x U �i .0 2 O C4 TZ N to � T N M Iln CM N N r 00 v J m 00 CN 4-1 N I--- O 1117 N LO N O O M co �.._ O M r 3 z M Z e OCU m n- E U � ui q p JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. Mounting Brackets; (10 Qaugei., +1f2* X 4-112' XZ-1Z" Right gtacket (16Gauge) screws +r..s A/C Unit Sottdm Edge qvpical.-3 In front) Washers T Front Cross Support sell -I �itkil lg h#trts (May be cut tow) Left bracket (16 a )' it145ei#'-00111ttg 5tfit"lru BeaclSeis BackCnDssSuppartInto C.ilnitBottom Side (Typical, 3 oach stile for hurri came use) INSTALLATION MOAMATION �auxile ur.prllAtiart amunuaLars arx p4wreiexl citric rrh eziir 181vic ��VtC tt�gq.�tB@Qr. 5244 ,'(ype version Manufacturer: A lllirrir lcet 2020 Smort Vent Products Ina, Calegary: 8tnleWfal poilpo enits SubCalegory: products Introduced Asa Result of New Technology loomPiiance Method; Evakratlm_Repod kom:a Flodda:Repid.rbd Aschnoetcra Licensed Florida Prolessdf al Enilki Product Nodo. Numher- me 1 SmarVem Modol.#154( 2 S-W-tMade1#1540-e1 1 3 Smartyent Mods[ W1540-.529 '4 '8marWAm Model #1540.521 Rmarrvoint Model#'IG40.534 6 SmattvWModel #154rt579 7 SmonVent i4ad.I 41544574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t 12/1erm2h -or veto Date Daze Peadno eta constol En ilwat& Llcslrae Vandated By Y,gIII OubmIttod fBCAboroyal AbPi_oyQq status' Michael GmhelSi Herm.sF Noire P.E. L'oe,0 Bowden P:.E,, 121'1Si202g. 12118Y= 12R8h2d20 Approved (97Z)441=636' dE'I3T1$ i(334)3001bi10 inloQgsmadventcom Quallbl Assurance Approya(lfsr Use Apbroyedler Use Impact 1911. costal Product IIracrtorian CLTtrad.Exptratlon.DudR. In HvHz Outside HVHZ ,Reslstard Pngsunt. Dual Function Flood And Wirfttion:Vim 12R3112023 Y. Yes NIA +1001--100 Dual F -flea Flood and V-0.11on Vent 12012p23 Yes Yes' NIA +1001-too: hlsulatedFlood Vent iN31121123. Yoe Yes[ NA *101-100 mixa.red Flood Vent 12Isiaom Yes Yes N1,A +100A1It0. 1 udl G.em a B&q Door Po Vent > g 0d 12zdi 023 YeC: Yes NIA NIA UkodlJali.In sulated Flood Vent 12r3lhn#3 Yas, Yes NIA -lowIi%b 145&qua; Garage Doan Flood Vent 1213112I Yes Yes NIA KA Florida Departmend of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Page 1 art' 1n,l2g21 cods:. EmINOY Fg(e: Darepenalho .tea... ] [' Vinsoo Manufacturer Call F.nolmlee 8 duan.e validated Br validated suelajigg Fall Aimm"l Amai status. l7evisiai 2020 Drexel Metals. lob. Jason Shumate 2adriaryR. Ill Locke Bowden P.E. dia114!2010 OW0912020 0u1202o20 10/13Y1020 Approl Categoly. Rooft (502i 303-1511 PE 74021 -:(3341300-IWO Sukategory; Metal Reotng Ishumate�rvsi:met.com ComplMnce Method: Esalual Report from a Flonda Reglctarodprchfu era Licensed Florida Proressl.4 Bn6pnear `}Y6-rs(asYrdtlnats- u QuaRyAssiaance Approved for Use Aoproeedfor Use know Design a8:. Product Alodtl. Number or Name" Product DearHarlon contract 00ratlon bate In NET, Qute16e1114i Resistant Pressure f oeyel Metal RoafnR'Ysteras DMG lCl DMC 15055; DMG 1x5S,. DMC 2005; Imin025 Yes No NIA +Or-180 DMCSV Florida Department of Business & Professional Regulation Pogeaaa; Bullding Codes and. Standards lf25rA22- Product Approval Application Detail Cede:. Entltu ar QQ@@tt�g, jig' Data Pending aJ�M Tune Version Manurstr urei•. Carnal Engtnear& Lloonse Validated Bu V.Ildafad ubm triad. FBC Approval A raved Status Revision 2020 Therma-TN. Corporation Steve ,uaepe Son Lyndon F. Schril P.E. Ryan L King, P.E. 0111151202/ 1MV2,020 04r222021 g5"0a2021 Approved Category. Exterior Doors (800)843-7Si8.: PE�d34Og (813)787-e555- SubCetegoty. Sydngmg Exterior Door Assembles- 1%3Perxon@. nnatru.co Compliatrde Method: Evaluation R.portfrom d: M Florida Registered Architect or a Licensed Florida Profession.[ Engineer Ft o dua'f44 QualttV Assure i Approved its Use ApbroVed it Use Impact Deslan :Sea li Protluc#'Mbdel Number or Name ProduetDeseHOHen ContragtExairatibn Date in YHZ OuisYde HVHZ Resistant. Pressure 1. a. Themra-Tru Fiber -Classic and Smoddi-Star Nominal6&#5llIquo;lmpact8quot. Opaque. 12131/2072 No Yes. Yes. WA Composite Edge Fiberglass E'r& Door (lirm gl4utswmg, Xoonfguratiat) 2 b,Thermaand 7ruFiberClassicSmooth-Star Nominal 6B,fl39;%&rquotlrnpact&quot,Opaque 12i3142022; No Yes. Yes.: NIA Composite Edge Mberglass,Sngle Doorwith' $idolitil(I nswinglOut ril XO, OX or OXO: con umlions 3 c eFiber-Classic . Thermal Fiber .. Smooth -$tar o i a I ct uo ue. N in n &gook crape &q t Opaq 2 J2o22 1 (31 No Yes- Yes NIA Campo_tite Edge Fihaiglass fkruble Doorwith or Ecip _ wdthout Side[ites 0mvMrtg1OutsMng, )OCor OXXO conflgumvonsJ 4 d. Therma-Tru Fiber-Classic:and Smq h-:Star. Nominal 8&iP39,0 &quofilmpact&quot; Opaque. 12131J2t122. Na Yes Yes NIA Carl ate Edge Fiberglass Single Door (InsYdri�l0uiswhtg, X m�gura0an). 5. �a Therma•Tru F1ber-Classicand &mocth�Star Nominal 881 &quoKlmpa4Z1 t; Opaque 12r312022 No Yes. Yes N/A Composite Edge Fiberglass Single Door with' Sidelte(s) (Insnarg/Outswing; XO, OXcir OXO con orations tg ! S r tl,Smooth-St.,S tTherma-Tru Ftbe �lassc an inal 't Nominal 8&M390& uo Im a � Opaque g qof q R t&q Opa9 12J312(122 I*I Yes Y es W A Composiia Edge Fiberglass Double Door with or w4hout S(deiltss,flnsW(rtgRhltswing 30(or OXXO conriguratphs). 7 g Thermal Ftber-Claasic.and Smooth -Stair NomIna(6&#1 8cluotlmpact&quoti Glazed 12131f2022 No Yes Yes' WA CompcaiteEdge Fiberglass Single Door (InswngROotmvrrg; X conliguration) 8 h. Themvl-Tm Fiber-Clawloand Smooth -Star c Ine18&#358 atlm ae uo Glazed M m u t 2 p 12J3112022 No Yes Yes WA Composts Edge Fiberglass Srgle Door with Single adelli 0 nsWrg/OlaLswf nl XO; &or OXO configurations) 9 et -T. t i r- i svo S o - r Th ma 7 u F be C a g a d mid t Sta al - % u �Im o G Nom n 6&N39 &q qt past&qu t, lazed 21 1f 02-` 1 3 2 2 No Year Yea- NIA CampomtpEdge FIbeYass flnudie Door with or - Without 5dalitasdinswinglOutswrng .XXor OX)SD confguraeonsJ 10 jTherma-Yru Fiber-Classle and SmoothStar Nomina)6&#3B0&quctimpac�quot; Glazed 12131J2022 No Yale Yes NIA Composite"Edge RborgiaseSragle Door pnawingi0utrwing; X poringur,fum)._ 11 k Therms Tlu Fiber-Classicand Smooth -Bier Nominal88#3¢,0 &quoti"mpac"t&quotGlamd 12f31r202a; No Yes. Yes.: NIA Gompasitg'Etlge Flbarglass.S4l119 Doorwan Eidellil(I nswi400sWn%Ke DIXorO)m cvnfgurtionsl. a 12 1.Therma:Tru Fiher-Claies4c and Smooth-Sta r Nominal O&quoClnlpact&quet; Glazed 12131I2022 No YsS Yes NIA Composite Edge Fiberglass Double Door vwih or without Sidehtes (InswinpJOubwing;.XXa OXXO configurations) 13 M. Therma-Tru Fiber- Classic and Smooth-3ter Nominal 6&q39,%,&quotimpaot&quoc Glazed Molded 12t3112o2 No Yes Yea, NIA. Open Cofhpasrta Edge Fiberglass Single Door (Inswir,wOutswing; Xconfiquration) 14 n, Tberma-Tru Fiber-ClassC.and Smooth -Star Nominal 88,43R884ucitlmpacmquet Giamw Molded 12I31J2022" No Yes, Yes. WA Open Cempoelte Edge Fiberglass Single Door With.... Glazed Ill Open Stde6i(e)"(InvMng10utaWng'"_ XO, OX or OXO confie.rahons) 15 o. Thenrra.Tru Fiber.Classfg and Smooth-bYar Nominal 6&#33%&quo;lmpact&quok Glazed Molded 12J31f1022 No Yes Yes WA Open 6ompostta, Edge Fberglasa Cogbie Door with. or without Glazed Wool Open 'es 1 Nip d pe Idelrt d. ,.v�. (lit RVinyrlt5w113gi XX or SiXX9 tarlfl%gfatipflS)i 16 . Therma-Tcu Fiber ClaillAnd Smodth r p _ ,sea Nominar S&#3g a uo fm a oat' o e &q t P t�q Pagp 1213112 2-. .. 02 . No Yes: Yas W. A Composite Edge Fiborglass S'agla Door with Molded, Open Sdeltte(s} (InswinglOuoxMng: XO, OX or OXO configurations) 17 q. Theis-Tru Fiber-Classicand Stool NomInalSlil Illquotimpact&quot Opaque 12I3112072 No Yes. Yea: WA FEdB WDO Ygr4tdll Manufacturer RaMson 2020 PGTlnd..h* Ssak .Product Model. Norther nr Name 9 igGO55.To (Largo Mesile lmpedtJ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. i lxl 102021 Eniln or. ,r&I All AaLa Pentlinp gig r O .. "leirdnear A tucense YalMated &ilde4 PBCAanro4alr Validated tuts 9tatu5. Jens Rosl Mien# -Dodo: 6=0-CER 'MI-1-Dade:BCCO-VAL 11/19/2020 10I26,t2920 11r241N20 Approves t941)48&0100 ..-" (789)315-2590 Elles jrosorskl�,pgdtttalshias:C. ustlno or, Product.0e-dwert Vinyl sml C4..-boor Yes March 15, 2022 RR"Y" D UT Arm VW F L Ep `i6 F'SCIFICAT I SHEET (20 ) As required b Florida Statute 5 3.842 and Ficrida Adm inistrative Code 9872 lease rvvide he inform do a a . qu y y � p t a i n and approval numbers can the building cam ponents list[ below if they will be utilized an the construction project for which you are: applying for a Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Epl. Dade 1. EXTERIOR DOORS A. SWINGING The rrnaTru Fiber -Classic and Smooth -Star (NON4MPA+ T� FL20481.1 +� 7 0 7. t . 01-8 0 ps 1 213112022 Therm aTru Filer -+classic and Smonth-Star 0MPACT) FL20 8 +67,01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and mooch -Star OMPACI FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING . o o 1�11 Windows and C� rs e ie Series �#� FL15332,1 - FL15 32.E + .01-40.0 psi 1/31/2024 PGT Series 5570 NOA 1-0205.03 + .71-38.7 psf 4/14/202 Ca SECTIONALWayne-Dalton eri 800018 001820� #11. 5 8X7 FL8248�3 +31.01-35.0 f 1213112023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) F L8248z 10 + 0.0f-33.5 psf 12/31 /2023 Wayne -Dalton Series 8000/810018200 ##11 4 (1 7) FL82 ;11 +X4/-30.3 psf 1 1311 02 D. METAL LOUVERED DRS Curries Division of AADG Inc 807 707 727 747 and 847 Single I Pairs of Doors FL11537.1 NIA see inst sht 12131/2025 2. WINDOWS A. SINGLE HUNG grin Windows and Doors Series 185 FL17499.2 + 0,01-60.0 psf 101812023 PGT Series 5500 FLl! NIA 7130/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 1,85 FLl5349.1 + 0.01- 0.0 psf 41 12023 PIGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5754 FL15353.2 NIA 12/31/2024 P GT 'Series 5500 F L2�61.1 NI' A 1 0 5 2+8I25 2 E. OTHER 3. PANEL'' TALL Hardie Building Prod. James rci ....ding Dent lank L Siding an Hai ie lank. L Siding p _ail id , g d d P ail � FL1 192.1 - FL 3192.2 _ 3 1 A. SIDING NIA 13 1 0 12 1 2 23 B. SOFFITS Alside . Solid and 'dented Alin I Soffit Vinyl y - FL15272. FL15272�2 1 ,.. - 75.01 75, � .psf' 12/3 1 3 1 202 Aluminum, Inc. Alpha u r Solid an 'Vented Aluminum Suit d FL151544 R5 54. 1- f 2 54 2 psf 7' 3 0 �' 012 23 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 1211612022 E. UNDERLA,YMENTS Tamko (fir Shingle Racal 151b Felt Underla ment FL12328 NIA 812912023 Plyglass USA, Inc. (for Tile Rork PCLYSTiCK TU MAX FL5259 NIA 1 123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson :Arch Metal Chin ' ; p Ridge l Off g ants FL,15918.1 - FL18918.4 iN/A 91912025 Florida Metal Products, Inc 'dent RV10 FL21580.3 NIA 12/31/2024 Lomancoaf Inc DA4 Exahust Vent FL17202.1 + 7.51-97.5 psf 12/1012025 E ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oral Tile Saxony 900 F L784 .18 - FL7849.20 NIA 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS MC 1755 DMC 200Sf DMA 511 FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 American utters St Glass Ail Am_ Sh s Galvanized Steel Storm Panes, N I i FL17869.1 N/Al2/31/2022 5. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ Structural Conn. USP t see chart ANCHORS Simpson Stmngn-Tie see chart B. SUSS PLATES Components ITVtiI Building cari°ip Alpine Truss Plates p FL 999.1 - FL 9 1 199 .4 NIA 1213112+024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L PSL LSL B Lr r FL85 7a1 - FL5527.5 NIA 0 3 313112 2. D. MATERIAL Gast -Crete Corp. High Strength Concrete Lintels F L158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5 2512024 Florida Department of Business& Professional Regulation Pagel of3 Building Codesiand Standards 1r2IIz Product Approval Application Detail Code Entity tlr vote at Date Pending hire version Mantifactucer coral Eiwineer&License' Valldsl by Validated Submitted Ill APerilYal Approved Status Revi&ion 2020:. Therma Tru Corporation Steve Jaspereon Lyndon F. Schmidt RE. RyanJ ling P.E. 07/231202A 07112J2020 0712912020 IOII 2020 Approved Category: Exterior Doors (800) 843=7628 PE43409 (813) 7ST-6505 SubCategoryt3,unging Exterior DocrAseembles slesp.miruCthermatru.00 Compliance Method; Evaluation Reportfrom a M Fioida Registered Architect or a Licensed Florida Prafessionat €ngin eer .. .. .. ... Oua1114 Assu renee AoproVad Wr Use A00rovedfor Use Imeaci DesMn. Sell lF Product Modei Number or Name: Produet.Desctlption. Contract Expiration. Date inHVNZ Outside HvHZ Resistant Pressure 1 a. Thermal Fiber Classic and Smooth -Star Nominal eM39,8 &quotlmpaot&quo[, Opaque 12J3112022 Yes Yea Yes NIA Compel Edge Flbei Single Door 'Insvfrglqulsrring, X.confgural ant 2 b.Therma-TruFiber- Classic :and Smooth -Star Nominal@&fi3Q8&quoth act&quo,Opaque IMV2022 Yea. Yea. Yea NIA Composite Edga Fiberglass Single [Boos with Sidelrte(s) (InsvhngK) rag: XO, OX of OXp, conflgurations) $ O-Therms-Tru Fiber-Clasalcand Smooth-Ster Nominal"'Ill&quotgmpad&quo;Opaque 12137121= Yes Yes Yes Nip, Composite Edge Fiberglass Double Door with or Without SickIl s (Ifs ing/outswtrg, XX or OXXO conflguretlanA) Thermal d. ThermaFiber-Classic-.and Smooth -Star Nominal=.8;0&quottimpacte.quot Opaque ID3112022. Yes Yes Yea N(A Composite.Edge Fiberglass S gle Door (in.wringlO,utlswing, X Wrffgumuan) 5 e Therm.-iru Fib .Qaskicland Smooth -Star omnal8&#39 & im & u Opaque M022 Yes:. Yas. Yeas Ai N ,P our*, pact q ok QF q 1.2r3 ,.. M. Composts:Edge Fiberglass Single Door with Sldelite(s)(IrZirg/Oulswing; XO, OXgr OXO configurations) 6 f.Therma-Tru Fiber -Classic and Smooth -Star Nomin2l8&;l D Bqu*mpad&quot Opaque 1213112022 Yes, Yes Yes NfA Composite Edge Fibegi sDouble Door Wo or without Sidelites (Im3wirLglOutawirg; XX or OXXO configuroli-,l) 7 .g Thermal Fiber Classle and Emil r Nominol 6&#39 8 &qugtiMpact&quo; Glazed: 121312022, Yes: Yea' Yes. NIA Composfle,Edge Fiberglass Single Dol ilnsvNng/Outsvrin8 g, Xcoriflguratlon} 8 h. Therma-Tni Fibsia er-Clssand Smooth -Star Nominal8&#3&,&qu Impact&quota Glazed 12/31/2022 Yes Yes Yes WA. Composite Edge Fiberglass Single Door with Sidelite(s) (InaW ngloutsvang; XO; OX or OXO configurations} 9 1.Therma-Tru Fiber-Clial and Smooth-5tar Nominarl" 39;8&quotiMpaotti Glazed. 1261.12022 Yes .Yes. Yes NIA Camposlte.Edge Fiberglass Erou I; Door Wei or. without 6ldelilea (mswltr�iCiumvamg, XX=or OXXO Lonflgurallon&) -. -... 10 1:.7herma-Tru. Fiber-Classd and Smooth -Star Nomin. 2#39,a &quat;impact&quot Glazed 12131Y1022. Yes Yes Yes, NIA CompbsneEdga Fiberglass Single Door (in Wrig/Outswng; X corlEgurationl 11 kTherml Fiher-Classic and SionoothStar Nominal: 3&#3g,D.&quct;impsct&quot.Glued 1213112M Yes: Yes Yes: NIA Composite Edge Fiberglass "is DoCannnth aidelke(s), (Inavnng/0utyuving XO, OXgr OXO. configurations) 12 I.The".Tru.Fiher-Classic andSmooth-.Shar Ncminal8&09,D&quotlmpaA&quirt, Glazed 12J31)2022 Yes Yes Yes WA Composite Edge Fiberglass Dou his Door with or wBhout Skielitee (Inew illOutswi%; )DC or OXXO con igurationa) 13 m, Therma-Tru Fiber-Classle and Smooth -Star Nominal 68931 &quct;imp2c3&quotOpaque, 12r3112022 Yes. Yes Yes. NIA Composite:Edge Fl6ergla Single Door wAtn &quot;Nob-lmpadt&qupY;<Sidellte(s) (insrnn9/i iitarnrig; XO, CXorCX0 configurations) 14 n. Thermal Piber.Clossle and Smootli-5tar Nominal 6&i 1 &quotimp.ct&quo[; Opaque 12t31I2022 Yes Yea Yes NFA Gomposlte Edge Fiberglass Dou bee- Door with &quotNon-InPad&quilt;:Sidelites (InsW4ngfCutsWrg; OXXO confgural 15 q:Therma-TN Mlxsrtilw nand Smootl*Star Nominal it&#3I 8quotimpact&quoi;;Opal 12131/2M Yes Yes Yea WA Composite Edge Fiberglass Single D.c lth &quot;Non•Impaat&goal; SMellte(s) Qoswing/Outswing; XO, OX or OXO goPiigttratlona), 16 'p Therma-Tru Fiber -Cal And Smooth -Stec Nominal 8&#3R0'&gUct;IMpact&quot, gp.que 12f312D22 Yes Yes Yes NIA Cpmposite'.Edgs Fiberglass Doubly Door with &quot;Nm-lmpact&quot; Sidelites (I n%Mhg/OutsWng; OXXO comigurafmn} 17 q. Thoons-Tin Fiber Clasaiband Smooth,£6r Nominal 8&i129I&quokNon-Impact&quot Opaque. 1213120'22 Yes. Yes No NIA Composite Edge Fiberglass El Door 00swirg/outsil X confguraticn) 18 r. Thermal Mber-O assie and $n*uth Star Nammal @&#39.@ &quot:N m Impact&goat Opaque 1213112022 'Yes Yes. No WA Composie',Edge Fiberglass Single Door wrath Stdelke(8} (InswdnV1OutaWr g; xD, ox-or 6)(0 configurations) 19 aTherma-Tru Fiber -Classic andSmoothStar. Nominal8&G39,8&quotNon-Impact&quotOpaque 9nl&022 Yea Yes No WA Composite Edge Fiberglass Double DoorvAth or without SWelltes (Ir sMWOulsli ng; XX or OXXQ --:danfigurailona) 2D t,Therma-Tru.Fiber-Classic and$rnooh SYdt Nominal 8&Yf"&gLMNonlmpact&quot, Opaque: 1713112022. Yes. Yes, No NIA Composite Edge Fiberglas Single Door (Insvdrg/O lsw rag; X configuration) 21 p Therma-Tru:Fiber Classic and Smooth -Star Nominal 8&#39,08giwkNgn Impact&quot Opaque 12t3112022 Yes Yes No NIA Composite. Edge -Fiberglass Single (JoorrAtli. Sidelite(s):(Inswing/OutawAng: XO; OX- DXO. connourattonal 22 -v. Therma Tru-FiLox, iaeslcand 8nwofh.-Star Nominal .8&NS9 p&quokNonlmpad&goof; Opaque 12131/2022 Yes. Yes No WA. Composite Edge Fiberglass Double Door Wth or without Sideflfps phsv,1ng10utswing )0Xor O,l configurations). 23 w.Therma-Tl EborCleland Smooth -Star Nominal OM80,8&quotNon-Impact&quglGlued 121$1i2022 Yes Yes No NIA Compeers Edge Fiberglass Single Door (haWng/Outswi g; Xcorifiguraticn).. 24 -x-Therma-Tru Fiber-Classio and Smooth -Star Nominal S&Jll&quat Nan- Impact&goof, Glazed 1213112022 Yes Yes No NIA Composite Etlge Fiberglass SI ngle Door with Sldeihe(s}(Inawingl0ufsvtiing' XO OX or OXO configurations) 25 y. Thelma Tru Flber-Ctasslc:and Sm00th-&t9r Nomihal 6&#3B$&quct;Non-Impact&quot, Glazed 12131)2022 .Yes.. Yes No WA iberglass Composite Edge FDouble Door Wth or vhthout Sldelrtas (Inswing/Outswing; XX or OXXO 121312022 Yes Yes No WA. 1013112022 Yes Yes Nb NIA' 12/3112022 Yes Yes No WA wirfgurationsf Nominal 8&939;0 &quotNon-Impact&quoi; Glazed Composite. Edge Fiberglass Single Deor (InswingJOutswing: X confgural Nomm'd 8AifF3B,11 Gl &quotNon-Impact&quot; azed Compe.i. age Frbai _. Single Door-mth Side[te(s).(Insvang)Outswng- XO OXor CXO. wnfiguraiions) Nominal 8&#39.0 &quotNon-Impactliquot; Glazed Composite Edge Fiberglass Double Door With or ArethoutSidelites (Inswirig10ubsw.ing; XXa OXXO configum l0n5}. Florida Department of Business & Professional Regulation Paged ore Building Codesiand Standards IrY421 Pfoduct Approval Application Detall Code. ♦<mltV W we ,Date Dare Pendlrisa ji l l}gq.Yast- Manufacturer .QgmEnolnear&Ceane . Submitted FBC Approval Asprbeaa 1dill6. Ra lon 2020 MI WIndW/e sod Doers E'ent$tHnger Luis Roberio.Lanaa Bteyen M Urlch, PE 10ffi612o20 10+00f2020 10T1912g20. 121i&2020 Aprxonee Category: ExAl opera 4TV) 355-3300 Ill (717)3R-&454 "Cidegofyc5fldng Extedar.DOW Asserrm6es bsNhger@.mrord,com Compliance Method: Evaluation Repot tom a Flol Reoluersd Architeci a a Licensed Florida Proresslonel EngNeer Quality Assurance Aoproylodfor Use Aooroved for Use Imoect 4 1A11 SOON. Product Model', Numbs ror Name Product Descrbtlari corlaagSkI'arlan Dave.. ':III NWNZ o lde HVRZ ResLvtant 'e'ure i SERIES 420'ALUMINUM SOD SERIES'420 ALUMINUM SOD OXO 12r31/2024 No Yes No NIA 145-3l41i,quotX805.quoi; NCN-REINFORCED 2 SERIES 420ALUMINUM SGO SERIES920ALUMINUM SGD OX XO, XY. 12J311202A No Yes No NIA 36&d;qux8a&quot, NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 20ALU MIPU4SGD REINFORCED DXD'. 1l21124 - 12r3 No Ye s No NIA P 745.3f4&gaoLxpB&quota 4 SERIES 420ALUMINUM SOD RE14FORCEO 8ERIE 420 ALUMINUM REINFORCED 4 B A E OX" 121311202_ N. o Yes,. No N/A XO.XX96&qucNX9&kquot; 5 SERIES 420ALUMINUM SGOREINFORCED: SERIES 420ALUMINUM ODD REINFORCED:XXX 121312024 No. 'Yes No. WA t4aagaorxs6&qua; Florida Department of Business & Professional Regulation Pag.1 az Building Codes and "Standards IMM21 Product Approval. Application Detail C MENEM f�1al ar g� a Dots pandine ! 8t&§ on SYL*S YgL_ Manufacturer t Emm�eor & Licenseyalldatetl av �471� Validated 1 m else Submitted FOC Approval ADproVe e status u Revision 2020 WayhbDalton,-a division 4(0vsmaad Door Dwayne Ka-nish JohnE Bceles.. JAW YP Arneson, P.E., iW12020 D9120J2020 10/2=20, IV1612020 Approved Corpbretlon ((33D)763.8121 PE-5f737 (904)82152130 CatngoW. Exterior Doors dkomish9wayne=0altgl.e Subcategory!. Selarel Exterlw Door AssemI om Compliance pisthod• EyNualim Report Horn. Florida-ReglsteredAiohite as Licensed Fladds P=slonal Engineer Quail Aasuradci Aoornyad far Usa re ae Tvr Use 9gg 1mpaCF lsesan S.enA Product Model.: Number or Naaie.. Product DeacnaVai contract Dace.. In-HVHZ Outslda HVltZ Resistant Pre55ure'. 3 "8000J8100J820o#1105. 98/139; Mex'.iafdth. 14a11l Md. halght Gls:aag 12I3112023 No Yes Yes +3100%35.00 a 'llable, in too or lntemtedistesdbn. 10 8000810018200#1123 Mill Men Width 148111 Max height. azlin9 121312023 No Yea Yes +30.00%33.50 available In top or intemxdiate sactbn 11 80001810018206 D1124. Will Max WWI 14&#39' Max height dutrig.. 12)31/2023. No: Yes Yea -3440136.30 wagable In fop or Intermediate section,. Florida Department of Business & Professsional Regulation Pig.I a Building Coder and. Standards. 1+4rzo2r Product Approval Application Detail code entity me+J, a ,Date Dale Pandrrin l l 2. Yorsibi Manufacturer cor�ts& Engineer&uosor s Vandal Ba VAidat.d Submitted FBC Aoonr l Approved SteluS Ill 2020 Cumes Division ctAAOG. Inc, 71-Rstiay UL LLC Troy Bishop. F.E. -17mov2020 1210Y2020 122irA20 Approved category: ERetior owe 16411 494-2813 ' (254) 947-08s0 subcategory: EdenwOwr Components Ion reney@assaeblgr.c,o Compllahte Method: OeNltkatlm Mao a Listing in iF`78.O,z1d Fr tluud's. , -:' Qualls Assurance -% Am roWd for Use Amoroved for Use IftM Des All # Product Model. Numh m or Name Product Desion od Contract Exaltation Dale In NVHZ outside NVNL Resistant Pretsufe 1 •tier?07,72?,-747-r57,T.:I, end 847 single; end Pass. or Flush, Glaed, and Louvered shot. end penis of IMI/2025 Ye4 Yes Y®s WA Do= holcwmetal doors. Q) N cn O _~ U L Q O 2 . CM Cn }, O 0 •(%� O O O CU 0 > .� E 2 ca Q Z Z W J a NW` C-i O > ® G ) CIO (.�. CU n La- Q L C t;`11 ._ tt 6 CD -, • r� V! Ot U N `- 6)t_.0 v ��^(1y) a) CL r0 a Z r L) 0 > > W (n L QD E W ^, W z v � _ T3 O S� O Q U O L W U m H O LM w W z J Z Q J i1 SHEET NO. PA 1.0_ I _11ill (1) (1) C_ I Florida Department of Business & Professional Regulation P.D. 6 oll Florida, Department of Business & Professional Regulation Pi a l Florida Deportmardoll'Business & Professional Regulation Pagel 01 Florida Call Wriont of Business & professional Regulation Fell 1 or Z C/) iiiii (D om -0 > Building Codes and Standards U25f422 Bi Codes and Standards vilim BUilcOng Codes and fthidards I r'j�_�l Building Codes all .Standards I i%pl r— 0 , =3 _0 2 Product Approval Application Data 11 � � . Pfoduct Approval Application Deltall Product Approval Application Detail Product Approval Application Detail L_ 1= 0 (3) 0— 0 L_ a) I 1111111111=11 I 11 1! i I i; 11i i 1 :FAIIIIFIIIIM�!mumagAmmgsummmi:l i 1 ilil I mmunnslowAmm 100110100101 : MINNOW= : 1 1 a! i I I 1; 1 i 1 stosseenalsksuffAmrAm 1 in i I i momvwmm : a 1 1;i: 1 1 ii i is i __—, ___ llllig,lil,itl= 1 i i'mmmom jilitiI 2UilL version Manutial F&ML21 ___ — contact ftolmeertUcarise Validated R Date D* , voidat submitted patiapendirild P80Ajunroval Date Approved status I �! l a MINEINNEEM coda � IFAMEEMEN&IM moon= , , .1l code diatit, pool MENEM= A& P±O EM�v or All J�il ol pooll Dale, NEENEM Cod- I Mill vltl�j_ I Cool Lkoml Validated By mmmo Afto P�A R* Pending Date Validated sularall FBCAverol ftomoold Oil = CU -0 a- . - -6i (3) 6 Revision 2020. Thermal Corporation ,, still Jg I. o Lyndon I Scimmidli P. E Fill J. Kill P.F. IW07=21 Ogill8i I Q'i S1=1 12JIWO21 Appir-ad 1voo version firem.faitturier contact lamintor A Uill voldated I Validated 45ti lofs� Anginal ApproVie star- lal- Manufacturer _ Ifineirol License Vall Bir Validated Submitted FBCA-n,& Agatelled .Status I 0 -+-(1) , category-. Elitairful,bo,ol (800) 8 7 PE-43409 I I 3) 7 6 7 - il _ AftYW[on ZD20 PGTIod,NrIes Jerm Roomi Mhorri-I SOCO - CER Mi­1:D.d.5CCO-VAL lijosmm ii1o5i . litilmm ApprOlAod F-A.I. 20AP MlWildoolotodDoor. I BrordMIll American And Iteaurad Steven lit Unch, FIE 101tal lWantil 10M011 Approval Rtnesion 202Q Ml Wild-nd Doors Calingoll Windows 13'ematlinger AntericanAmolial Stoller, M. Ul PE t T17) 3al-s3ol Manufacturers Aselociallo. (717)317-8454 11)22f2= 11/22,M20 11ii ,Approved - . Co I U5 i,�UbCabeql Si Extemor Door Aseparriblil a&5Fe(SOnQth9ooetru.oc L Comecon Windows. (041)48I (78J5t3_1&2590 category. Windows 17`17�30-3300 M-Teetuntere A.,wation :(717)31T-8454 subcategory: Fixed bothgatQmled.cont = C`13 perpill ca I Moth0i Evalugboh Report from, a m Bull " eg.,T. Slingle Hong iroo"skil�plandustrill Ore StUbCategi. HorizonmISI Complial fillothod: Corlinlotor, tn�ftflol - � .1,oal Compipil Miri Carfilkiiii Mark or Latil I —0 0 -0 Florida Registered Arehifiel Licensed Florida Engineer Comitilhin. Model Pertificefl.m i or Lil - , , - - Mark or 49l � , I .' '_ , -�"'�'-"' , " -, , � , . � - I - ' - � � �:' "_z"; , L , l' -,",' - -� " ' -1 I _ � � - ,. � I I "I 11� � k � ��""'� 11 � " - I L , 1_' L. - I I L� "Z'. ,. �� _a 0 0 .= profaill ­1�1,"�!�'. , l:�­_ �' ­�' I � �_ , I-- " . L � - I '� - , - , I ,;� �� - I . � " '!"� � �' -, " � . - _�_ , , �' " r: v,�"_" ��l!' " , , � , � - , � :� l ��.' �_' , L � 1], " " :L­"'�­ ­ " , - - '� , � ',":� ` ,: : ' � " "' I' L, � �:"� 7 1 - _,­:­��"�"'_�_-­" , � " " � 'L � - " 1, - - 1, _ �� _� � _ ___ " ; , _ _ l. 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I -- ��' I -" � �' , I I __' - �� , ,", 1 1 . � 11 I— . 11 I _�'� � �� _­ , , , I I , . 1. 7 � ; I a.- a) I '- 7 L� - " " ' - � _ _ LL , , _ _ 'r . , , ­' L ".�' , .' � �`L '­ � -, , I I ' � _ - , - � � ­ -, - I", L " __ �L_� : , L � , 1. I I -, , , ­� Lr ' ��i I - , " I - . " '� _ ;�% '. �', - - - , r � ", � L , " � , , ; , : 1 , � ` ,� , �__ , - I � - -11, I 11 I 1, , , , : , , - " " t , , �' . :' , I - I - I '_1 -,L . _ I I Z' I, 1, - " " � . 'L _­ � _ ' L I L ,� L� L :�L� ' L : , , - 11 , . , �' . - - 11 ­1" I I '­' L L 7 1 � �;: � I 1� -1, I ,' � _' � I'' , � L � " _ L ��_ L! "� ��'­ __' - '' I I L -' �� _?. . , L I - - , I , � � _ � _ , I 'I- .' � L , , _' , , � .' � � _� :"j, I , - �- "'_ _�� � ­�__' L , , ­_ - � Z.- , _­', �" - ­1 L' _0� _" - L L , ;I __ , � _ - � - . , , �__' _ , _L , - %, L - - , � , L . : , I 11 I - : Z - ­'_ ApDrialindloritil _ _ - , _ � _ ­ � Approved for I � - - ­ �� _�' L ' bitsdan 1; �� - - - � � . - -_ �� - - 1. - - Gandor Assu'l I - �' L - I I - - Ants"WifirarUsi Anor ... d for Use hill Doslan 0 CD- = 0 -3: L � % : ­ ­ - % �' -, ,,, , - 1 7 L . : L' ' I 11--ft""' L, I '­,_�"_'Z" , L. �' 1- " L . _ � , - , I - . - � I �_ - � I � I : I I __��" i L Guilty Ae- Agesnonel for U., Awrovolf'r-lifteer oUtaidil Irmal Design Ill Moded. Number No Quill Amnal Pi 0-ii Coal 0. 1. HVJ Use Dultall "v1i Impel 11flallitall Selao El Model, Nuanbel Name Prol Deperli I 19 Hil Resistant Pressure = Quell Oiawna i ADno&adforUse -rovedlorUse [Impact Deall sill ProduclM.dall.liftenboo.N... Product Description Central Exilifireflart li IniivHz 'Y�ne Reallal pressure, All in, . Exaltation lik-suro , 0 U_ - S-X Final Madi When bar or Nam Product Description contract Expiration Dale In HV outside Hill lRealstaint Pressure 2 611-155M,fLair Missile Impect) 'Anyl Sui9aHurg,Vv6�V. qI)Rloarli Y" YA, i i Ii 10 I and Fell Framer . "'0)naull ... 021ill 11 I I go Y.� 14. -M-56 1 196 PW 0 a 7$ 02 Insulated cifieuno 410t2 M NO Yoe No -Sol-'60 = .- M -11ii el co I ou Thermal Fiber-Classi" and Smooth-Ster ' L L Nominallmm:8 fic'AtAmi-Implactifioutt opaque 1 7Ji Composite Edge I"iblerg'Iess sliglia' Door I I L No Y" No NiA C) CIO > co inel harl Xco ' u ) I - D ­0 E 0 2 b. Th.maill-Tfu PlIber-Clasal .nd'S.-th-Star Nominal ; Nond Gill Opaque I M112M ' L - No yes No MAL a) L- Compel Fads. iberglass pie Door Wth i'l , , adallitall Li) (D L— -4illillill' I (in'. u ;XO'&'ol g cenfisuiref.r.) . U) 3 a Trani Filbai'ZinissOiand Smooth-Stor Nohl6l 690*8 406t;N6)1-1�ptic.la�quot;.Qpaque 1213112022 No Yes No NJA C_ Co 40- 'll ca. 9 a e oculphe Door elfin or Fiberglass Compel Ell �_ = < U) L , without Sidefiftlas (I reall,ingloutsom 62; Vil O)V'O -0 . - on" 4 di Therml riber,Clatel and Smooth -Star No ; 0 8quct:,Nam-jmpseol&qvpt, Opaque I MU9622 No Yes No NIA Compoll Edge Fiberglass Slingle O= (Insiamwoutinvilg�)(confligurawn) 5 eL Thermal Ffber,Claalslaarid Smooth -Star Nominal ifil 84U,O�Nbndrnpalbtill Opaque 12dllf�l No yee I NIA� I L , Composite Edge Fil�nglass sinulle-Di Will ScIalwo) Virswrtwoutsvillnill KO, Wor OX0 6 ?�'rhsrml Rber-rial and Sircicith-Stor opinfillumidlons) NorninelLsisi &quot - Nion-I mpad&quolt. oprequie 1�51i?2022 No Yes M NIA Florida Dopaytrinerld of Bmalness I Professional Regulation Pill .ft I Florida capartment of Business & Professional RegulatIon ' ' P.D. i a I Florida Department of Business L& Professional Regulation - P.O. 1 al 1 rompoi ii Fiberglass Single Door I Building Codes and Standards li5i2221 BUildfingi , Codes and Staindards I li Buildling0ode3 and Standards L lal aneareinglOutel X configuration) 7 D. Thermal Fib-Clazi anni,iiii-th-Stiar Nominal 69#39;QAquotillon-Impactaquot, Opaque 12131=22 Qcmp�)oabl Edge FibbingliallesSingloDoo.r with No yes No NIA Product Approval Application Usti Product Approval Application Detail Product Approval Application Detail Sidelitel OretWhi slMng:-XO,'0.'kcr OXO , L '',I'll !Ii,il,!: !!;!!I'll! maggill'Alsolslwlllklffulawimr,ldillmillorlwiffiNFAMIRININJIMIRIgmeffiIMAM' I �� I !all l 1 :i I I 1, a i I s i 1 i I l : I I it . I rohffgio�il . I I 8 h. Thermal Fiber-Clasolo snultSmooth-Star Normil 89939;o&quatitiort-Impactill Opaque i2ii NO Yes No NIA ,!!!'!I'll'!!'!,!!! I I illillillillillillillillillillilliffilillillillie�� MEN=, ii ill! I ii Ill �i ifi;l In= I , Compel Edge Fiberglial D.ubt. O� Wth or Cod. anow 1 2l. 20 Dot, Formilig k4 Cod- Entity- 2" note pal Pandino Date Cod. Earth, all, Dot, Pandi 20 ad, 21112 4 winnuitsidallisis imayngfoureirl XXOr0XX0 configurations) T­ Vi Ift-Fillotu'ller I Ovoled Sol & Up- Validated Validated ifiviganitted FECAmm,yll Aggrol slai L T­ yanal M.m.tL.Wrt!l 0atuot Eirldneer& License Validated al Validated %*hft,d FRO Apol Approve 111111111 "i'lle, Wrigim Manufacturer Canted Engineer & ueel Validated W Validated Submitted Fill Approval Aetarovel - 9 L Therml Fibel-4,1sailic.land Smoolh-S,tar , NQMhA`1L6l aqUmt'N.n­Impact&q4kG1I 1213142022 No yes No, NIA Affirmation 4N PGT Industries Jana Roso-lai lifflami-Dado 13cco - CIRR M10MILOode, SC!,CO- VAL , 'i IJOK020 lllq�7020 1111 lil= Approlood Realiell 2020 MI VAndoles,ard Obers , aranitsillinegier Lil R Lams., PE r Urron, Ill 1plilioli 1010i I I . �ll lat 1�ylmnm 121l Approved Animation 2020 POTInduiarles, jorrus Rioso-ki killourl-Diade al PER Milarnt-Dial fi&QCO - VAL , juali/2020 1 IP512020 119112020 Approved Comptel Eggs, Fib6tholl Sin& DOcir , coorgol do � n wal , glitil 3li (0413 486i . I - ""' Dil C��-' f7ln3i PE-MJ 4 ; (W��17,6464 _ WrraL Cablopon, ,(94t)4§0-(l t7alli) 3illi-Mal (iii�wfi6ibutiiw,RV;-XLL'bb�fig4ratiti�) 91,11"Cahloorr. Fli Imemyskiapismideaviseo " - .0 beffitniteramw,l.ill,eni L ...oal V1.1i jinosowskiMingtIndustileal - lo � Therml Fiber-Qlasso4tid Stroothi . 1 I ,�i94'9;8&44m%mn-Impact&qul IM 12022 rus , _ I ' I No yl_ NO MIA Comilaftemolit Method: Cenflicatton Mark or Listring - 1 Ole "him"' Mash Report tom a ca" , E.. compliance looll codification All a Ul Om Composite, Edge Flitolagesesnigle Do6rill"Ith . - __ , � L � � � I I _" - , I �'­ ­_ ' �L��"�­� _. - ­ -� _ _-��j�� -'�" � . - Ft.. I-I-ead Florida - - . . � - - -1 - - L I - � �- -1 � _�__ - - L _ - L - ' �' __' ', _,_ �'� Sidelflai(i (InsWingbilaill X0, OX or OYO I - I L :­ _; ..� � - ,� ': - L - ", 'L , : _&04W�lil I " L : � 7 � - -L ,I L", - I � __ _ -, , - , , - __ "'' I I I I � I , '' " -1, � ­ :� I _ _ aU - - -- - ; . - % I I __ I I �L - , Z , , ,,- - � �' - L. _ _;LL, T , - ----,,, - _;�­" _ , _ L � � ,"�'� ,' _� , L '-, �' I I � .- _2� �_ -1 _ _ - -, - ---- � " ,' , �� � I _. I '�W��"r , � ­_ -11 PlOossil En*.. 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Weather or fifill Product Detonation Control EADIrallon Dater In I Outside HVH Rachel Pressure, �Aftotradettbefliln�oMn�t.o.�t$WlnglX�kor6XX6 5 Ilafl"Ill! 121`n1*k1ftt.0" ti , Yes yea, MIA duall Asou'laroo, ASIDODyadildri Armial for Use anal 0-ill I fillullion. ti A] I an d WilindoVi AluminumMulljorly 05r,WO26 Y. yes Yoe NIA oomigUrshons) I I S_* Prod,"Oonal. hurabor - No- Wool D-li Conal Expiration Dot. 1, i olumd, Kvi Rilefistant Pressure 1 12 L Therml Fiber-CialialiGand Sincieth-Star Nominal 7&#1 &q uotNcn,Impeo*uot; Glazed 121SIlli No Yes NO Nil 2 6784 Vial A..... M.11- 12ill W, yes yoa WA , Composite Edge Fiberglass Singlill IraV�tlgfoWtWWi�g;LX"q�MigUM�QnI ' 18 m. 71horml File-Cial and, Smooth-Sto r N=iwl,7&P�0;09�uc�146n-l�lpgLt&quot; Glal 1125IP2022 No Yes No NYA Composite, Edge Fiberglass, Single Doi Si'dialtial jilmaninwoutowil OXor CXO "'i Milo n1b 14 ft. Thermal FilberZial And Sivrooth-Shir = iliquottion.impactarquill Glued 1�5112022 No yes NIA Z Comocell Edge Flibaeolpi Single Door . I L ' (Ina,ilingfOut9i Xcelfgaral L 15 0. Therml Fiben-)Z)�asl and Somop,th-Star �16m_ - t&pul Glued 1213112022 I jl�il ill'jullthian_'loplan No Yes NO, NIA Comp �dl FiberghasgSinglor Do6rlo4h Sideliteii)Llinsal n I g: NO, OX a OX6 Florida Department of Business & Professional Regulation iii Florida Dispatiltment of Business & Professional Regulation Pal I Florida Department of Business & Professional Regulation P.O. I of 2 16 p. Thermal Flbrar-Clal end Smooth -Star configunintions) Nlanib�t,BW§;G&q.uc�Non-Impact&q�uot Glazed 12131 12022 No yes NO, I . Building Codes and Staindards, ill Building Godesend Standards jililli Building Codes and Standards lill Composite Edge Flbeargial bouble 156or Wth or ylithoutiSidolites(Insevi OUtial mi 9 _ r OXXO' Product Approval Apipfication Detail Product Approval Application Detail I Product Approval Application Detall W 17 q. Thermal Fiber-Claselio and Smooth-$* ourigpeatiol Nornilod,0fillill &qubt,lMon-Inniplactitill Opaque 121311,2022 I NO yea No NIA ­ ___ 1, ill iiiii 2 ! all 1 iiiiiiiiiiiiiilimii: 11111111 Iiiiii I I 11 lililli I I MENEM= Composite Edge nberighasell bOler Wth Tran som (InsyA rigiOutisAwl Q/X configuration) ;I MEW li is r. Thermal Fiber-,Ctarl and Smonth-ser Nominal allil &quotNoin­ImpaoAqul Opaque 121i No Yes .No NA Code fruty, or Val pul 0*0 eatfill Pat* Code Isulty 20 col Date FoRal lode C-d- al or Ill Dot. ii fti 21111 C-pool Edge Filbolegoose, I 1. bol L " IVJ& jacillig Mamforetamer t2aLgA Enalneel License Validated Validated babinlithol FecAtzmal Aporel Zia_ TV- vorrahan rellainufa4tau, Cargill Validated & Vallill Submitted Filic'Allsoul Atloi EUIQ Type Artillal firalanufollutor rorl ftailaing & LIcall Valklatold 1W Validated utiml 1143CAstiroyel Approved 411i rid.fil omidi'Tarill �Inav'irl6jouisw ol al Oil .rCl corrigurati � . Renh,lon IBM Join- gargle 0411ding Pmelanits. Inc. Chad Cal Y. Andrew Tah John Southard, P.E. 611ilivi i2lilliMM 014"021 ding, PSI PP Ranilar- 2020 All l Thool Lyndon F. Schmi Pi Ill J. King, Ill 02)ldm2l 17)15=21 o2ii 04A3/7021 Approved Rtmskyl MM GAP Michael i Robert Merriman John W, Kinaeovill,li PE 0926i 119012020 IOMQ020 12115IN20 Approved 19 v: Therma-Tru Fberzchasaie and Smootti--asir Nominal S&*39;1l,&quotNom-Irhpa#Rquo; Opaque 12B1112= No Yes W, NIA capagronin Panel Wal (SOD) 545-8359 PE-816i (152�M?`i cal Paral Wells M0)922-23119 Pl i 76745� callegroon 9.9i 000) 76&44i I PE-51lilee i054) 772-6=4 L . Compoes L jito EdDe r6larlijaso, sni , l6i eft SubCalial Still . ,hod,dia.k.4dameshard subcatal son! rthmpa.mCalismill, $.bCot.na,r_,AaOh.It Shinolas rovion@garvit" mi Siderfiaol)i) (IninologI0.6vilirl XO, QX or Ol Complarl Method: PraludiNn R�Port tomill L I le.ocm comialle"do'llifloothri FVoluaffon Report from a (mi-pthrall, Method: E�.Njavbn Report Va. a Continuous Head .an L d-,Slll oo�f�gursatll L L , Fl.Oda�RagstomdArl,hlmi Ora u.ionlied Forldia I Pl.dl t��i�t.�*,dA,�hli.d.���IL16.hogd ROAds Florida RsDI,teradArcnIm;Aorar LilJorl Flands . 20 t. Therma-Trut FIbler-0i and 8moal Morning I S&Al &q.0t,NOA'�ivi�02,4aq�6t:,Op,lque 12131f2022 � No yes No MIA , Prof .e,1-1 Engine. plimeltill Engineer Profesell E4n.or Compoute Edge Rberglaw Single'Dil _ Sicelial Ornawntoldublinal �b. 6X or bX0 _ "_ I ", -, -' , ' ' 'L � j __ iIiifi�a; '_ l�' _ , __ �: _ _ i I -1 , I L ­ _ __" , � , : _ ­11 I I . . _� L "I - , __ , " - I , '__ � � � �'�` - - �­ _'� '_ '_ - � , , I ", I 1 , - � ' ­_ '� 1-1 I . - - � �� : ' ' ­-, - - , - , � _i L' � � _�': ,-, �­ -, , 4 " _ I � iL� , e � __ - I " , - r �, L _- "I 1: -_� _"' � -_--_ � ;�'_'_ - I -1 - , " , , - ," _ _ .� - 1. - _ _ -�' L -_"' -"�" - _" - I I _� ,� ; % - - , - , - i - - -- , , ,� � ; _`� I - ­ - , ___ - . - � - � � . � , - _�' _;�;'� "�, . , -�� - - � , x , i�_ . Z�.'. 11 -, "'-: I � 11, r ' _'�(� , - '1; _L �"­' ��`� *0� 11��' - ; _­­ 'L , L ' _"_L "L , - " ­ 1 _ � � ��'�L�L �' ­,­��, _L - . : '. , .' _" _ " _ ` ` L � L - .- . -,- _� _ _ _� � ' "� _ �� � �� , _ _'­­`­�­; � ___ 1 __ - : _ , - -�� , , ��w � � i�j L _'' _ '­ .- --- �' - � - � _ `7 I - L�- 7 , _ _ _� , L.. _ � � � "�' _' __ _ _ �� 1. � � , -'-.', I I - ­ - � :2,- -tt�� � _�' � � -6, L' I -_ � ",L _'__�� `�_�'-_ - - - I r L� -, - ­ , :' _11�_ " _ :­ ­ _LL ­ - : - �"' - _�" � _�ullll* ­ , - I - ­ - I -_ � �'_ � - -_�� - � :��"';'�1- - - -L__, , L ­­ - L � - 3, L I =_ - . �� _ _ L - �� - _' _ �Z� '_ I -1 I _,_:' - 1� , - , "I ,- u ,-:_ - - __ � - � � I I �': , I , I � � I � . I I '­ - - : , - - L I - , I L - �' - , - " - - 7�" �'�' �'-L � -,- 3�� 11 L '­ - L , _L' � L ,- ��. - L - I r � L I - i ___ L _ , , -, I - I I ',L _ , , I _'� � �� 7� L� -1 11 � - I , _ I L . . '�' , I � � - . 21 V, Thamel Flear-Ciassil Smooth -Star . Continuous Head and Sill'amifturtations') 12ji NOMItuilISM39i Uluot�fliendmpomdrllquot Glazed No Yes No NJA ­­ I I � - Auallty Atioularoo 'tontroot , Approved t$r Use Approved lot Use Will coal _ , 'I, L �L �_ I , I I � 'Qualgly Aill Amnoved,ibil-Ulle, Awrowd for Ul kw-qd I 925= . Amoyed for Vag Ajei:L�yod far W lill Coli I � Composite EdooAterglass, Single Door,writh Sea A Product Model Nunber orNam Prooll Description Eapintrion Data In HVHZ Outside I ful Proselyte 8-9 # Pi Model, Number., No- P,pdud description C-Arad: Expiration Core li KVKz I ,Outside HVH . Resistant ftesiou. it" N= lemell Dineorati Go - a Il Outside HV ifilarall le"sal Ill: (Inaij�MitIQU&Jaing� )CO'LCX Or. Pi 1 Cornpil 0 Lap'sding ,I)i fib",oarl lap all 1M yeal Yoe NA N/A "Wo'�2"S 1 ,a L _qUot 6i I Vent 0 sold vinyl 6orlit 1211i,2023 04 Yes No N)A 1 GAF Asphalt ROASninglati Fill,noill as. .101-ad z-tel liameruded, �mb and 17116i NO Yoe i N)A C s, Has Kland Sif c6hflg(Urath�.) 2 Ii.= Lop ending lbor-ce irmart bill along 12,311)2M Yes yes NA I Ill I 2 & &quct-.Allaamxa`T4Jl Semi L Vart or sold vinyl sonat 1MV2023 No Yes NO WA hol all �hitgloea 22 v. Th,cirmit-Tru Fliber-Clessin and Simpoth-Star I L Nominal i &4uct Norl-lrij�aqlill Glazed 12i _ :0 I L- I No yes No NJA, 3 ..AQUot:Gra mit,darMiltage SesidedI&II Soft, VahtorSoloViryl8i j2WROM No Yes No WA I "ll Compol Edge Fiber;l single D.o�'Wftfi I I 4 d &q.otmilaii,lot'sleffit , I , 'Ant or i VW sort 1=112023 No Yes No NJA I SdatKsi) (InsillifirglOutel X0, OX a OXO L ' 5 - &q�ci,,Chal Dlak&que,48.1151 Vent lor Solldi S.M I V31 itio a N. � ire. No MIA ii Ir 23 W.'rinerml riber-Classic; and Snloothi C-hurl Hood and guirat3oll sil corn Norrilinal:64*0i liquot�Nondrnpactliibubt Opaque 12ill No Yes No NIA 6 f"8,ud-.Sup.rSPoh&,Not,' Sl I ,2 Vilinto'le " did Vol soffit 4 �W ti No � 'Yea 14. MIA .C: I , Composite, Edge FiloorsituarDoor Plianc4ullith Vented Si"tal (l.sV'jngtQt&,,,hgL XK �%Ko, X,XXX. L cill > .�'_ 0 l' -- (- 24 x Thermal Fiber�(Aaial Smooth , openigurmll Nommaiftifil SquotNort4nopiactl3icill Opaque 121i No yea No WA C'" :) =4 " -) C") and -Star I , C.ropapitia . Edge Filiviglaso Door Proels,leith , Vented . . cli cz ( ) N `:�) Stfelha<l �Rallyrgill �'Xy' woloo" Q mfig.rob.n.) , 0 00 (D 1, X LL 25 y. Tharma--tru Fliber-Claosecand'Smi W�ml=16&t3g�g&qL�tNon-Lmpsdg4u.i-, Glazed 12J3112= No Yes No I Ill o- Comptisle, Edge FitairglasetDo6rPonsial-li Vented Florida Department Bu*es% & Lines -0 CD ,- Slidell ilmlyvngtouhawinV)C�-Mol ""I'll""i �:D&qvot;Npn-;n�bact&quot�,G]�oked Florida Department 0 Business & Professionsill Regulation I Building Codes arid Standards Pagel �l 10i of Professional Re�guiatl Building codes and Standards Page I orl 102621 af 8 Florida Department us) a & Pliotesiski Regulation Building Coclas�ancl,.Sttlinclfitrds P. .1 oil ,9 '0202' (M C C'I -C 26 rL ThRM6;l Finer-possio and Still - 1 , N.l.n... 121311M�2 No Yes W� NJA =:) M C-_" to Col�l'pPOWE09arlberILig�<0,06�P�6�iiAM169�nL-d . Sid-Illial iinswilglouttal X)� PO�or X I XXX' Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail -< (j -r, '.'-! 7, C: �l 27 za. Therma-Tru FlIbler-Cliessicand Smooth -Star oonflauratom) Nominal SUMi 8,quotNon-Impactifiquot'Ghazed, 1213112022 No y,'W5 NO NJA - 6 ' , - 4 L; I II - __ ____ __ ______i iillf,lllllllll��iii latifisitivill lsimmm�ii Ill immovilummilemomiuml� i I � I 1 a 1! i ii i I I 1 1 11 I Composite Edge Fibefli'll Single,Door with Sal , I - III snommomom =on mommmmm I 4.;, -- :- Siddil o) OnsWirigtOluisi XO. OX a OXO Code Monte y nit Nab W poodpo Dole -q* limill or M 291 Date Peni Date lode Shell an owe Cie Penchi 292 cli .ii2 ill - 2a - Zb. Thenrl Ficalf-0a."la, 6md,9-oth,Ster conligufal Nominatwi i3ilquoti,46711rhoacidliquot. Glued 12a!/= No Yes No NIA IYM Yjal Mamiral 2-Ail Enalroar A Lical Validated I val Sigbenti lifiliCAul , Ao,-d at-$ L ZY2k Vional Manutia"All Cortal Eirchol Liters, Validated EN vall Submitted FRICA,brova ftismi Stem. TV- version ounnaraotalner cral anithular A U.. Valkil By Validated Submitted rial Appirol Approl stirtus, . - r­l, (I - 1- __ Cxwripcohne Edge ribegilass, Dotible Door with Roeviolen, MX TAMi "dImL,Pmdu.!eI.LC KandEdon Robert Niontinert iqlhr'w� Aft-Luloh. PS 1MV2020 0912912020 1011272020 12tl!�WM Approved Reavil 2020 LV. ThorrasM. Inc, dba Thompson Architertural To" Chimifinan Zaid0lial I Pilhat Slain M. L", PE OSM TIM2a 0SMO/20211 OSJ22JM2O 12A 5=20 Appl Rouskin 2020 Florida Mail Product. im Clah(ilonin, J small I. atiol P.E,l Stem I Ulrich. FIE M2712i D&LIMM 1004AMM 1211fill Approvad 1:11) iff — : _f . _ � I sfil sideiteeeiiiii.-Angirouts'*g; I oonliguravon) categial R.-i C417YE24-al PE-2110 I ii L M-1i Company 4TAMC i category! Floating ie[3�2ll PEl (IliT)311-48454 o1jy_QgFFma.lo.ft,qgcbrn C.lelgI liedint ii?04)783�8400 CSUCK engineering lit'17) 317-8454 I carripflanne-a. Pi < 6 �� ct, 4 Zvi Thermal Fib -Cliesaie anol5mooth-Stier or Nominallitildi ill , �Nondnrrpactfll Glazed 1213IM22 NO yop No WA Subdidiligi Undiarlivril ken-LadamQuarre-orn SQbCorall Rooling Aocarsopeatimat are on , OUbCaoRQh,L Roofing AccoolontA thaterearn Integral PgRotme RaolnrU44yshm . - 0 - " Composite Edge Rboangwas Single Door'vilith SM�l Camplaries Method: 15ANstmh I liloon a Ill Ar.hRoat ora 1.1-el Ill integral pertains Final sylitilm 0-planciffiliall E,altnll §.pcdfrpm A , . :g: ',. Q) .0 Sidelible�s)L(hiwnglOi6io�ni XC. & or CXo . . R.9l.tioned profiseelional Eni Compliance Method: Plialuatort Report tom a, Fields ReSelated Archiftector a Lical Florida - . > - 0 (3) 30 zd. Themni Filber-Cial and SmootInstar I � =1'al"AlAO &quotNon-Implectiliqui 121i No Ya`5 No NiA , _ L I I I , _ - ' _ - - , , - - '-L"-,' �,' L_" - - � ' - , " �' ' ' ' _' :�"_. L � ' � ��' , � , ' _,l 7 "'.1 " _-,"- - Ir, Florld. RgostailoodArchlboetar.la Licensed Florida prolessi Engine" Prolinallomil Engineer I'll � LD � a) C: C) , I ses. Double Dior with Composite Edge Fibel �' � __ , ., " ;' '�" � '� , i4*t*lllI . _ __ � - �' '� , , _ , �L�: � '�-,' _' ­' . 4� '_ - L - - - , _ - , '�_� '_ 11 �_ " - , "; L ':'�'� ' �­ '� I , ­ '� � ,L - �' L � I 1 , L, _ g , 'i ._ i . - � - � .. - .1 L � :" ' � - - -�---- , � , _" L - , , � , ",-, � _ _ , - , _ I __�' , _ , - " ­� ,� ago& 1- "� _� -i- W . " L � ­ 1� - - - ' "', - ` � 'L -, ''. I I., , "I "L -, � '� , "I" I'', I - _11_�­_"' "-" " ' _­­ ", ­ �' " _"g"'j'�' r " I � " -- , " , I L �, ­ � L ', �' , " - - 1,11 . 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I Product CostrIbIlm, (Inhill nation Veto ill= 22i 1101111W Outside iiv Resistant pros.u. __ > a) 0� Q_ .'__'� Series Composite Edge, Glazed Pilbergial sraile 1 TAMKO Roof Urdirleyronts (i Ro.turdsir.9m.m. for us. In I H'Aa oamnm Sal Product Mail Numbu w Name Pii DncrktW C-ingetwinti Ode outside Wyly girjit.9 p,ruseure 3 3- FLAMCO i1qual 10 Ridge VentilqUiel Aluminum I Vil for pli retire, febliftell 1 Vi No Yoe NO WA - ICY_ I Doc r Will - Wthqut,l til Sidiplikil jursdedoi 1 TAMCO Flat Tvp�OtHllddgla vent with El lor rile 26 i vtafficroof�enrlftidorwfth bell. OW0912M Yell 'Y" I N/A flom Maw Aluminum ' 75 Z - - (filivill thal X, 0)( XO of QXO configurations) 1 610 2 TAMKO I Llodonlairl t NON 44VHZ) ROO undedayments for -use ki F SC nm44VHZ QW,29i NO Yes MIA W"' 2 TAMCO Coleolsom,okVilint 26 gle, W0912020 No Yes I -0ill - '1' 0 0 jurlsdoll 3 TAMI Off -Ill Roof Vial iii 26 blu .talciroof-milat-Ith Integrated bel 09109l "as ,fee I NA < �) -5 C I ,_ 4 TAMCO Round Top O"Idge V,erl Battle for Tllo, 26 goistain rool'veni with barite losilowne Y. Yoe MIA Hl I = W ' - = . - 6-0 > > E . Lill Florida Department of Business, a Professional Regulation P.D. i arl Florida Department of Busital & Professional Regulation page I life Florida Department of BUsinel & Professional Regulation Pial I of l Florida Department �l Business and Professional Regulation I I Building Codes . and Stands rds I L lff)M21 L Building Codols and , Standards Ill B uIldi ng Codes a rid Sta nde rds 1 10022 Building Cod"and Standards 311512022 Product Approval Application Detail Product Approval Application Detail Product Approval AppJ lic fiftlon Detail Product,A#proval Application Dial U) ,it i Code am Inersion, I'llarturadiumer R,,Ill 2020 Lemairuic . enft Contact EnoirmarAiLlooreas 'Alldlea,dift "i ,ialley Jameel L, Bud.., P.5� Seelmil Wall PE Dil P11W Data ftidna Validated alipmetted FSC Anbib" i �niil I lipliMML 11MM20 � I cole RMAJoSkU listamg, ,too FlEll iii,lil'Ili'll,ilill,,!,! Ill ��lli�ll��lIIIIII�ill,l 111111111111111110111igigillilll=i!lili;l i ill 1 I aiga- T­ vani ountif-hu, RatiVall 2�29 DOW Ra6fil ifill lii 1 Bit" " L . allut 20 conted Engineer & 11.1"r. Vall Ell Validated submitted ,�Adal Roblo !APMC uniform evaluation Gary�,W�WAffoar 11)03�2l ll=,12 X 1 L '(Wilil I 0 pit, ftnaraj FOCAtigni ode Approwad 1'IID612020 all Appriplived WAINEREONMUNINEBMWEEM loommommoseanconom Code T_ Venal hilanufactu Is R�Jll 2RQ. ,Global Protection PrOdUr, .LLOL ___ - fill 1; 11, Entity Contact VWidatiod 8 Tim Robinson Wolter A. Trit Ji P.E. John W, Kildmi PE , mossamonammom !I 1 111''llitill 1'' Ill � 1 1, 1! 1, I I I I onnummom Date Date Date Pending Data Validated Submitted Ill Approval Approved Status Q9108=20 Will llyl IZ15=01 App rol . I I " CD IF 9­R31 I Q01e mim-21: Date Qi = Date. status C.aqdlyr'liool (5D4)9l PE,31242 (717,)817-6454 catiagi Ral (804)z8a��Oai Sori'm I Catel Shutters I 6l PP-44167 (954) 772-8224 . ,Manufacturer cinta Engineer & Validated By jyM Version rC Revision 2020 P �LYGLAS$ USA Mill uNAIpert, License John W . , WIldirted Submitted Pending Api2roved Approved 1 (Y2WO20 1022=20 FBQ 12/1512020 suitcaloaqw. R-011inaft-orife-that.on- IntogralPariolthallio(AllipSystom - Complian- Method: Evalinitloo Repolt irml a klell.iQlarmarr-cron 9.1tiCaltaiii-r- Raoung T11. rairriallentimall Pool Felpixilmorl Prodi Evaluation Ill FrobtrAindersonebol in SubGabalO0qr.�SIonmPame6 Compliance Method: Evaluation R.pgrtfmm a Fol Registere, I d I Architect Licensed Florida h birsontiligipplantcom . Ca"ori. Roofing S95423313305malpert@pollyglass . corn Robert Nerninen KnEzievich, PE A11111MYAL FlorldaRagrateredlArdlitector a, 1-focand Florida I I , -L -, � __' "','' L" ­ ' - ' - , i, � , --,,,- 11 "" " _ � - ­', - - n� � ' " �� I 1�5�'i -,' �,� '_�L._L_ - -_ �"��' " ::, � " ; �`�=�P`r��`� _�`�� �ff"'�"`l­ �_�;� � � -, L� _�' _� _'__­"��7 '��';;-�'%,'N'T'; , , " __ -"4"_�_��L'_ , , , , _ '4��"��, �, _'�' . ,' , _ � � _ ��i� ' , Oro I maer Professional E4 I Subcategory: . PE-6gi eff . 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HVHZ Rosistant Pressure E Evaluation Report from a-* ProdUatbilaidell-Marnbsom-Narra Pruduict U0,,iM. Colonel E. . phroll I - Mal I it, Fll o.t.1d. glegeti F�raaal ll 3-I impact 17 Sell SM - Sift snake &al Split Stake Fiat Prefil. - Stoitki CA i2lil I Yes MIA NIA 1 20 Gage Gilidinanizied Steel storm P L arneh,MHZ " tielill-Slarial Storm Panels retained 1251r2O22 Yas Yes yes NIA a Florida Registered I Dli�k­Airl DA4 Oil- Till 0-i Air DA-4 L­ Pml P.lypir.pylen, Plastic Roof Vart 12(10,2025 No Yes No -IS7.6i'47.5 Is, ,.a-.y 800 - Sill $1,01k. all Split all Ratproll �Fl CA 1,2131*020 N. Y., 141A MIA -Cl-n �Utl,`iil .GZ11-a provide hurricane protection. _+_j Architel a Licensed O SO FI rda,priOlfaS rtal Engineer Moolmal Aftoolhod 14 Plyl bill 19 Sax..Y1011-4haks, Slail,AampiSpili Shake 20 Si TOO -Shiall State Asol Split Shah. 27 To].. Espren. I Bereamma Flat Proffile - 4dooldor, CA i'21i No Fiat Pronle - Rialto, CA 12(i No Hgh Profile - Kal TX IMWOM No Yoe yes Yoe WA NfA N,A NIA NIA fill 2 24,rage Gal�ranzedlSteelZftorm PanelsiNHVHZ Coruplated Galval,ii shal Storm Parl retained 121,3l,l2022 or nor by trackit to.prowl do hunrlicame, protection, No -fez Yes NIA =:3 I a) 23 vile, L- Prol - Kell, TX I Za 1 20M No Yoe MIA WA FL#6259-RZI Products = I QualbrAtesurana Impovoi liholl roved for Use Calildir Eilp_rAtion, Ill Hi OUtsidea H = uldim Frail U) &_41 larodunflifiladelf,'Numbei orflairl Produrat bal ption Date I I Polyl RoofUndarlayments Fooling underialimuents 7W21,120= No yes N/A 4NIAl 1 Polygl Roof Underlayments (HVHZ) Pi roof Underlaynterill for.use In FBC12i2=1l Yes No N/A N/A I � M HVHZ jurfadlottorl I > 2 Polygla%S Roof Uni: L Jerla"ents ())on-HVHZ) Forylilaters roof UndensynnehitS,jo use In ',121212023 No FRO non-'OHIZItirledidonse. yet NIA -Ni 11 M 0 No Nli WA Florida Department of Business & Professional Regulation Pal i of i Flol 0epartment of Businessi Professional Regulation Fall I Or Florida Department of Business & Pritiflessional Regulation Page I 01 I Polyl Roof Underlayments (HVHI Polyglass roor underlaym ents, for use In Fall 1=2023 Yes HVI-lZiuTisalliclions. ,ri Building Codes and Standards IrAo?;i Building Codes and.standarl IN12 I D 1 21 Building Codes land Standards Ill > L_ 0- 2 Flotyglass; Ro�if,Undvrl�.yment%L(f)on-HVHZ) ip�llssl Z uriderial ei for use In i212W2023 No FRO,rml V Zlia'adloddra. NIA +NlAirl Product Approval Application allifirtait I ProductApproval AppillCartloriDetall Product Approval Application Data[[ D_ I Polirl Roof Undlertgyments,�Hlll Pollygless, rool' undeflaymeritalor use in FBO.1212=023 yes Hl juriedictionau NO NIA N/AL mommalommomomensommisminm i: �l�illoolopeonsillimam! Ill lillillill 11110MENINNEEM ! I I! 1 I I :i 1 1 1 i 1! 1 ;I malliloijkliginely,fllgiallimillig,loviEVALTJMIFJIfillififillit i � 1 ill IM MIN 1 ii 1 1 � -_ sommonsommmmmm 0 e< - iiiiiiiii'iiii i I! 11 ifilit'litill 1 ill ill Mile: '' 11 2 Poligial Roof UndedaYments'l(non-tillill PIplass rooll undeflayments, for use In 1712Y= No , , yel; NIA +NW,l i:i i ­=E== 92I Entity or ZI 911111 Date Pandina Dot. code Qft COLO Pending, We - In M1 Date Pending Psl cli Flat rion+iVHziliviriodictions. Ty" version Ivarmfiacturia . Conto L Engineer Ill U.e.sa, Validated By Validated Submitted ,F1O0'6ppTd�1 Ann -status Mull virean ownignot . 1p- Contact velkwhad a, y5afidalsol Submitted FBC Procurer Aloomyorl AWU . 7Y.. Vilill Marildiflel- Conrad Erothile, & Ucon, Valiall 51 -40 volitional submitted Fix lem-al A.mol Status, " m I Polyglass Roof Lndsldzyments�(HVHZ) Polygliass roof imiderlaym ents for use In 1`3042ti Yes No N/A INA Fro,lision 2020 All American Shull. � " end GIR ", Below Fnal L. Ben ni RE Troy Bralhol P.A. 10%2020 10/1&=O lli:I540213 I 2115ill Approved RanAllition 2l All Stilart Lewis IOC Ballatim Sol LW, Witernlik. Ramli PE IDAUMM 1012=20 Ilim7020 11rol APPI-ad Revision 2020 Corrimi Concrete. Prodwsilti Robert Gill. Sell & Greenberg John Hoy 12116�2= 12MOM20 l2r9l ong F5C Apien 0 2 Polygia%sRooiUndedaymerits(r�cnL44VH4. HWZ ijilisdictions Poh%lass rodfurdeflaymenti for use in imarm No Yes NIA -NIAPI Cartaggirl ,hudai SulaCiategory: Storm Panels (Mil) 712-9882 Ill (954) 247-0880 mikebQallamemnshutte I catiraw. Struchrial.compontres , Subcategol Tirtalas parteas . 1321) 710i (407) 6814917 lueliela@Altometwoon, Calmal "It"luottlew Components Suboar" orr. Pro'di Ingrodi al Real (6i S)Sii�Z707 PE-04245 (352) 598-5311 pracestgatorglyah-olarn =3 Fl norl juelisdiatiorl Compliance, Method; E-lial Uri Reipprtfrom a Florida keg latered Architect Ora Licensed Fbi re,com [Wall Evaluation Report from ll� 17-111=10211orEatilly, 0 N' Tp�nhuoogyl M I Camp nal heated; Doluotiol Report from 'i Professional Engineer . '�_ I" I ." - - - - - � 7., '! , "'-,­ �__"""'-;,' I , 5, �_ - :�,_ .", __ L-L, Z'' , !�' - . � _ - z-, --, - - I , _ -, , -- " ,� _"'�'_­' "� 1, ':�' L �"-- �'-"l,"-L�",'�"-" � , �? 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Gualri Approved I'm that Product D-WIDton Contract bohal M In f"Z metal Colitnal plot. 1 V311i Yea I L Agami f, Usia Outside Yoe limpent Resistant I coal Pressure NIA �_ ___ _' � _t _�f��`��" � ­ _'L - - , __ �' � , � I , '__ �� L � 11 � -_ lt'�. " : ' L'�' , - - ll� __ � I I ; :_ I, � . , " . I __ _' lz'___�" ": .8.0 # Roll Madid. Number of am �� -�:; � , % , �­ , ��­­ � ' -'L 11 , , " ; ' � , _ 1 % ­ . - 'L _� t I 11 'L ­-�" r - I - �' -" ,. ,L 1. I � , , '_'' I I ­ L 11 - - �; - � I , ��"�' , L � L � - �_ __' � ' -L ' C � ... , " � L �t 17 _ " '. Qualli Assural Product pelletal control IllsolrAtIon [)art ' . L , L �' " - 111 - , L- - L .. I --L;% .1 ­­' L � I - � .' - I " L ] ,,- L I , ,. �' _L' L I �L � L ­ � L' 7 " 1, , , _ - L - i� - L ':�� �' __1 � L - ,� I - � I , � � - ­ " i� � e �_ "11 _ � �_�gL��,'_' " , , I Alsaraligst nor li Agartneladfarill, 1111RADI Rom "= L outside H Resial pressure < L_ D_ � �W. SCGjAiplras Hinge 'RilrOICCdApirei Ti 34 metal Cori plate 12/3il'i Y.P Metal C.riniol Pul 1 V3112024 ?.a Y. yes I MIA N)A NJA I Gushy Protest or Commercial Concrete Products Ill and Prestressed Concrete until D5125i NO Ylea MIA rVA (D rrw BCG#dpi. W ... Metal Corarecto"Pi lVi yes yell Nak MIA (1) -p-a ICU 0 C6 = e< 0- Florill Department of Business & Professional Regilltation I Building Codes and Standards peol I of 2 10i Florda Deparill of Buslinel Professional Regulation Building Codes and Standards I I a i 6`1471021 Florida Department of Business & Professional Regulation I Building Codes and Standards peg. i at 117M21 Florida Department of Businatifil & Profiessional Regulation Building Codes and -Standards Pagel af2 Oil -0 ii.- Product ApprovelAppillication Detail Prol Approval Application Detall Product Approval Application Dail I Product Approval Application Detail 0 L_ CIO lig iijjiilgi�!�,�1111;1�1!1 nowlissill'i i ____ i ! 1 1 � I MEMEMM :all 1=1111111,111 ill! 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Validated all L Validated jilitil FOC Awl Appri Wed". :2 c R.M.Ion 2020 MIT"Jil cologranin Stmol 0-ropi Erin Wall tCC El ittion Shi LLC ICC IlEvajual awks, (962)698-68M L Ll OM VM21 OV1012021 0i Approved Ravel 204 Wayriftail Cal ,W. ttirleol.ral.Corepoolu" � I told.1 100, eq.j�rdlon Sel LLO 1.0 Loh or, PX. n t263) 9Z,l Lal i I 1 011=20 I L I 02ill Appro, ,vol I , Rovil"Im ZM CA$T-QRET9 Ull LILC I Colloploor-S!"'i cempommi Qm Is Foul Mismil-Dade 9CCO � CER Mlogf-DAdd SCCO - VAL I InVAX 101271202o I (M3�ll (70S)Z`15�mo I V�7,202Q Approlled I I , Affirmation MX Apho Aluminum. li I I 1 Call Pal Vill Jose sher, I Lull, R, Loneas Sitylan M. 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No MIA Z Milo 10go.tim-neclorplill I �Ii Y" yes MIA WA I Trirtuxr,lantrol 1.181, L I , 4 Lamn.ted-Sl Lumber 013102023 11 ; No Yoe No Yes I NJA NJA Cmu &emp,w.d sol CM &.mr"Wc6id I - SHEET NO. 4 filrrisHs 18 9.� ligh'Itnerath mes commador plat. IV3112022 Yes Yes MIA NIA Tj Fil Board Stmotall il��omlpodflte Lurnit" Oriented Strand 03?3lJ2M I board Film ricard . I I 5 MT20HS. 20 I high streardth truss, earmeelor plate i2ii yes Yes, 141A WA 5 liveylat-ar Rim Board Oriented Strand Board Ron Board 031l NO Yes MIA MIA 6 7 71-16. MT13 TL20, MT20 1 a Do. muse, conall Met. i2/31IM22 20 Sm. man coorectorplates 1201022 Yes Yoe yes y1e, M/A WA MA WA 1 I I I March 15, 2022 PA 1.1 O Cn CO N Q� O .Updated Simpson Strong -Tie 2020 FBC A raved Products ppp For direct Nn15510 all SSTapprovals Rsterl:belDUJ,.CI.ICN HERE. i f3.012020 p_ � • - R Simpson Strap Tie�024 FBC Approved Products p g pP Fbr direct links to all SST approvals listed below, CLICK HERE. 2/a 0 Updated t OP2 2p: P _ : _ Simpson Strap T1e 2 2 FBC Approved Products m _ g (� � pp du P For tlireCi Iln{5lasll fiST9pprauals Rsred he18W, CLICK HERE Updated 213012020 P _ 1 ® _ Simpson Strap Tfe 2020 FBC Approved Products p 9 pp For direct linksto eIISST approvals listed he1gW,,CLICK HERE. Updated , r3n>2 �. d ed 2 2 p 4. N Q O L ._ - ": -. ' - For addlCiona fmamattrnrr " artltt Florida'sStatewide>PraduCt.Aco !oval S'. e d Mlanil-+Dade: County NWceOf ACRa tanC "MD -CLICK HERE. I 69 . , 9 a _ PP �..rtr.an .:, tY p @ (. _.. �. :rApproval t. n Dad nt:Natic .Fri' additional InfarmatlOn regarding Florida'sFihrid S Slat@wide.PrgduCtA r em a d Maud a Cou a @¢ , .. -9 a ._...pp ys... _.. _. y. Acceptance, O.. LICK` HERE: f:ACae t qe N _ @ q , (.. PJ P _ .. _.0 Fa addl[I@nel Imormattanr ardln Frond s Stafewitle Product: A- r val -system : � e - and Dad Caen g... t man @ 6 .. .... ,......eg 9 .. .. Pp .. ys ,.... ty N IceoP Acc to c O CLICK.HER.E. qt @ n @ N p . i.. Ai, a ad t nor tmonnaL - r artlin s [ a rcdu to r - e = For dl io I on Florid Sts ewrd.. P c oval �. t m and. am Dada a M. Coln. �}_ _ 9 ,... _ Pp tY e-of AC tan , O CLICK HERE. NatlC Ce ce ._. (N-. . p. � V ^, FL#2355-RT FL#10446-RS FL#10456-R5 11 HUS HUSC series hangers Face -mount hangars available inWdthsranging from l-518"to3- :3 cu Cl) 9/16 and heghtsrangingfrom 4-5116"tc 11", Concealed flange U 00 Sea # Product Model. Numberor Norms Product Description Sea # Product Model- Numberor Name Product Description Sea #: Product Model. Numberor Name Product Description version (H USC) availablefor models having width equalto or - 1 Titan Stainless -StseiConcrete&Masonry Screw (TTNSS) 1/4"diameter Titan stainlesssteai masonryscrew 1 P,21, A?3, A33, A34, A35; A44 Angles 1 BY, BTB, BTH BrickTies, ckTies greater than3-9116". - O L O 2 APA21, APA4, APA6 APVA21 APVA4 APVA$ Outdoor Accents Angles 2 CMST12, CMST14 OMSTCI6 Coiled Straps 12 IUS series hangers - - Face mount hangers available m widths ranging from 1 718 to 3 Q 3 APB44. AP844R, APVB66, APB661R, APB88, APB85R, APB1010 AP6101OR, APVB44, Outdoor Ac cents Per Bases 3 C514, CS16 CS181 C820, C522 Coiled Straps 5f8" and heights ranging from 9-1/4" to 16": O U_ _ FL#9M-R6 APVB44R, APVB66, APV666R, APVBSB APVB8SR, APV81010, APVBI01OR 4 CSHP18, OSHP20 Coiled Straps 13 LGU325-SDS, LGU3.63SDS, LGU525-SDS Face -mount hangers C6 O 4 APDJT2.4, APDJT2R-4, APDJT2 6 APDJT2R-6, APVDJT2-4, APVDJT2R 4, APVDJT2-6; Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfFension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers (� Cl) -0 Q Sea # Product Model. Num berar Name product Description APVDJT2R 6 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers _. , E O L 1 SD101120BB Outdoor Accents Connector Scravv 5 ApHH46 APHH46R, AP}fH610 APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A H2:5A, H3, H6� H7Z, H16, Hi6S, H16,2, H16-25 Hurricane Ties 16 LU5 series hangers widths „t Face -:mount hangers available in ranging from l 911.E to 4 „ -, „ � L �..r Q 2 SD9112, SD9212. SD10112 SD102i2 , n - ' e D Connector Stro g Duo S C nnecto Screw, 6 APLd ARL6 APTd PTS APVL4 APV AF?VT4 APVTS , . , A , U8, Ties, Outdoor Accents Land TBeam-to-Column Ties 8 HGT-2 HGT-3 HGT 4: - Heau Girder Tiedown y 5/8 and heights ranging from 3 to 10-15/16 , � O (� 0. 3 SD911255 SD921255= Sffong Drive SO Coiileator SS Screav 7 A 0 : Af?LH?4, APLH24R, APLH26 APLH26R, APLH210 PLH21 R O doory ncents l-r ht Hang" idk A 9 g 9 HS24 Hur i a 1@ r can T 17 - - MGU3,63 SD5 GU5:25-SDS MG:LJ5.50 -SDS, Iv1GU5.62 SOS MGU7.{lO SDS , M - Faoe cunt hangers m g 4- 4_5 4 SD F2 434 SDCF2 a12;.SD F22614 DCF22TOD SD F22858 SDCF22 0 4. C 2 _: 2r _ C , S C _ _ _-1 9 ,, Strong Drive SDGP Timber CE Scre�rz 8 BVLZ Bho VeneetL d erConnector k @ _ 0 1 D S - S4: H.6D 3-SDS3„HS 4-SDS3 _ HS 2SD 5 SS2 S3 HSS2 S Heavy SYutl Shoe 18 IU err 5 angers M 5 e . n g i ,, F cemounthangersavailablelnwi thsran rn from! 9116 [o,r a_d g g _ � � . � v J Q SDCF221134, SDCF221334, 8DOF271958, SDCF2123 i8s 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5, HST.6 Straight Straps 1/8' and heights [tinging from 8=15116 to "19-112": 5 SDCP22434, SDCP22512, SDGP22614, SDCP22700, SDOP22858, SDCP2291Z Strong-DriveSDCP Timber-CP"Screw 10 CJT3Z, CJRZ, CJT54 CJTBZ Concaaled Joist Tres 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30G Heavy Twat Strap 19 MUS26, MUS28, Face -mount Bangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ76KTZ, HTSQ20KTZ HeavyTwiat5trap 2D SUR SUL SURC, SULGseriesharigers Skewed face -mount hangers available in widths ranging from l- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1116"to 13 3f4". 7 SDS25112. SDS25134; SDS252QO, SDS25212, SDS25300; SDS25312,, SDS25412,. :Strop -DaY tY -Du �Cve SDS Heav onnec#or Screw 9 13 FC4- FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24,, LSTA3➢, LSTA36 Straight Straps Concealed flange version (SURC SULCj available for all double 5DS25500, SDS2580O, SD525800 - - - - 14 HWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SOS25112SS, SOS252OOSS, SDS25212SS; SDS253o0SS, SDS25312SS Strong -Drive SDS Heavy-Duty-GonnectorSS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount herfgeTs available in widths ranging from 1-9116" to 9 SDWF271El, 9DVVF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2;5T, H8, H1OA-2, HI OS, H14, HGA10 HurricaneTles i8 LTS12 LTS1.6, LTS18, LTS20 Light TWstStrap Wand heights ranging from 2.518' to 11.114", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 16 HH4, HH6 Header Hangers 2D MST27 MST37, MST48, MST60, MST72 Straight Straps FL*1D007-R8. 19 KBS1Z Knee -Brace Stabilizer 21 MSTAg, MSTAI2, MSTAI5, MSTA18, M5TA21, MSTA24, MSTA30, MSTP36, MSTA49 Straight Straps FL#10967-RB 20 1.30, L50, L7Q, L90 Angles, 22 MSTC28. MSTC40 MSTC52. M5TG66 MSTC78 Straight Straps Sea # Product Model: Number or Name Product Description 21 LCE4 Post Cap 23 MSTciins, MSTC6883 Prergent Straps Sea # Product Model, Number :or'Name Product Descrlotlon 1 ATR31$ ATR112, ATR5/$, ATR314: Threaded Rods: 22 LS30 LS50-L570 LSW , , Skewable Angles 9 24 MST126 MST136 MST14&; MSTISO, MSTI72 Straight Straps p 1 BA series hangers Top hangers available in widths ranging from 1-911T'to 7- 9 2 AiUD5ATUD8-2ATUD9,:A1*092,ATU69-3,:ATUD74,ATUDi4_2 Aluminum 23 LSCZ Adjustable onnactor 25 MTSI2MMT518,MTS20,M5MTS30,MTS30C Medium 115" and hergYb3 ranging from 7-118" to 3 r BP3182 BPi12 BP112 3; BPSf&2 BPo18-3. BP314 BP314,3 BPRTUD3.4 Beano Plates Bearing 24 LS5J26LZ LSSJ26RZ LSSJ26LZ LSSJ28RZ. LSSJ2104Z 1:55J210RZ Ffeld::Ad astable Jack Hanger 1 O 26, NCA2x1012, MCA2x12 12 NGA2x8-16, NCA2x10 16, NCA2x1216 Bridging > 9 9 2 DGBF series hangers ang _, _ a hangers available le m � th ranging from 3 018 to 7 To flange ha alb vid s r rig o p g g A CNW316, Cfc1W112; CNW518, CNW3I4; CNW5/8 iJ2,:.CNW3J4-518 Coupler 25 LSSR1.81, I;SSR2.1, LSSR237, L8SR258; LSSR210 2; LSSR410 • ' Field SlopeablelSkewabin Hanger 2T RCW812, RCW61A: Wall Bracing. 118",and heights ran in from 9 114"to 24". @ g g r a r C1 UD55, CTUD65, OTUD66 CTUD7o, CTUD76, C7U077, CTUD87 CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4; LIPS 71e Plates. 3 8 P P R S18 RPS22 R S28' R t a @pair' Plate Strap 3 DGF series hangers g T flan e hangars available in wdths ranging from 1-112" to 3- op g g s g g CTUD98, CTUD99 27 MI23Z, ML242, ML282, ML28Z ML210Z Angles 29 RSP4 Stud to Plate Connector 5/8' and heights ranging from 7-114" to 24". 6 N3, N4, NIS, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1 SPZ SPA SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to, 3- 7 RTUD3,RTUD3B,RTUD4,.RTUD4B,RTUD5,RTUD8,RTUD7,RTUD8 RatchetingTake-Up :Device : 29 MMHC Hinged sRoof Connector 31 SPH4,5PH6,SPH8:.. Heavy Stud: Plate Tie: 518". and heights rangingfrom9-i/4"to.24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26"2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers: 32 SS1.5, SS2-a; SS3, SS45 Stud, Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in w,dths ranging from 5-1/4" to 8- 9 TUW35 Take -Up Washer 31 RBG RBCP Roof Boundary Clips 33 ST9, ST12, ST18 9122, ST292, ST2122, ST2115. ST2215, ST8215, ST5224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2". 10 URS3 318" Uplift Rod Run Tladown System 32 RST-3 Roof'Tie-Down 34 T1320 TB27, TB30. TB36,-T642, TB48, TB54, TB56: TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-519' to7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors. 35 TWBI O, TWB12, TWB14 Wall Bracing. 1/4" and heights ranging from 11 114'to 3:?'- 12 URS6 518" Uplift Rod Run Tiadown System 34 STC. STCT, DTC HTC4 TruesClips 36 VGT VGTR, VGTL Variable Pitch Girder Tredawn 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 6-718" 13 URS6 314" Uplift Rod RunTiedewn System 35 TJC$7 TJC37 Truss Jack Clips 37 W6100, WS108C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8.V2 to 29', 86 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8 .ond heights ranging from 11"to 32". F;L_ t0A41-R6 FL410531-RS: 9 HB series hangers Top flange hangers available in widths ranging from 1.9116' to 7- FL#10447-R3' 112 and heights ranging from 8" to 3W, Sea # Product Model. Number or Name Product Description Sea-9 Product Model. Num beror Name Product Desoel6ticrl 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 X'to 8-718" 1 DTT2 Hold-down Sag It Product Model, Numbercr"Name Product Deiscrlptlpn 1 C91-1237x55 C8H2,SW.i §3,CBH2;31x9:75: Concealed hangers- and heights ranging from 10-1121to 26": 2 HDC10/4, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU DHU, iOHUTF dames hangers Face -mount (OU DHUr and top flange (DHUTF) hangers 11 HGLT series hangers Top flarige, hangers available in widths ranging from 3-114'o 8- 3 H006 HHDQ11 HHOO1,4' Hold-down 2 DSC212 SDS3, DSC2L-8DS3- DSC5RSDS3, DSC5L-:5DS3 Drag Strut Connectors available in widths ranging from 1-9118'ta'39118" and heights 718".and heights ranging from 7-ltZ" to32". 4 HDU2,HDU4:HDU5.HDU8,HDU1'1,HOW 4 Hold-down 3 GBC Gable Brace Connector ranging frcm9,1J8"to23-i5/18" 12 HGLTV series hangers Top flange hangers available `inuddthsranging from 3-14'to7- 5 HPA28 HPA35 Strap -style purlin anchor 4 HCP1,81 i HCP2, HCP4. Hip Corner Plate 3 )4GU3 63-SDS, HGU5,25SD3, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SD?, HGU725- Face -mount hangers 118" and heights ranging from 1 X to 33", 6 ISTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2 HHRC411,81, HHRC44, 11HRC5.2513:25. HHRC5.3713:12; Heavy Hip to Ridge Connectors SDS, HGUaOO-SDS 13 HIT series; hangers: Top flange hangers available in widths ranging from 2-5/18" to 3- 7 MASH, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5t&'to 7- 9116"and heights ranging from 18" to 26'. 8 MPAI32, MPA144_ Strap -style purlin anchor 16'- HRCI.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from "116' to 12-7M", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35; PA51, PA68 Sirap-styl9 purlin anchor 7 LRU26, LRU28, LRU2%. LRU212 Rafter Hangar 5 HHGU5,25-SDS, HHGUSf50-SDS, HHGU5;62•SDS; HHGU7A0SDS HHGU725-SDS, Face -mount hangers "11Wand heights ranging from5-318" to 13-1/&', 10 PRI18, PA123, PRI28 PA135, Strap style purlin anchor B LSU26 LSSU28, LSSU210 LightSlopeable/Skewable U Hanger HHGU9,WSDS 15 HUTF, HUCTF series hangers' Top flange hangers available in widths rangingfrom 1-9116"to 5- 11 STHD10, STHD1 DRJ. Strap -style hold down 9 TBE4, TBE6 Truss•Bearing Enhancer 6 HHUS26.2 HHUS2&2, HHUS210.2, HHUS46, HHUS48, HHUS41 D HHUS5-50110, Face -mount hangers 112" and heights ranging from 3 7116 to 15" Concealed flange 12 STHD/ 4, STHOI 4RJ Strap -style hold-down 10 TC24. TC26, TC23 TrussClip HHUS7 25/10 version (H UCTF) available for all models Having width equal to or 11 THA29, THA213, THA218;'THA21$2, THA222-2, THA413, THA418, THAC418, THA422: Adjustable Truss Hanger 7' HSUR HSUL, HSURC HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greaterthan 2-9116". THAC422, THA426, THA422-2, THA428-2. 118' to 5-IM" and heights ranging from 4-314" to 16-3W', 16 HWP series hangers Top flange hangers available in vndthsranging from 1-9718"tn.7- 12 THAIi,81/22 THAI206122, THAI21122, THA1222, THAI322 THAI3522,THA1422 Adjustable Truss HangerSzed for ! -Joists Concealed flange version (t ,9URC, HSULC) available for all IJB and heights ranging from nV&'to 28". 13 THAL422 THAR422 Skewed Truss Hanger double 2Xand 4Xcnodel5 only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1,-0/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU210; HTU26-2 HTU28 2, HTU210-2 Face -mount hangers 112 and heights ranging from a -%`to 32". 15 THJM2 4-SDS3 THJM2.5-SDS3; THJU26, THJU26+W Multiple Truss Hangers:- 9 HU Hid series hangers Face -mount hangers available in widths ranging from 1-9118" tc 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- C4t - y _; 16 TSBR124. Truss Spacer -Restraint 1/2' and heights ranging from 2.71$" to 191i4"- Concealed flange 5/8" and heights ranging from 9-118'to 16' :} ! � 0 17 VPA2, VPA25, VPA3, VPA85, VPA4 Variable Fitch Connectors version (HUC) evailablefor all models having width equal to or 19 JB series hangers Top flange hangers available in Wdth of 1-g11&' and heights (Y) 18 VECR Valley Truss Clip greater than 2-9/16". ranging from 5-318"to7A44 (� , ca 10 HUCQ1,8t/9-SAS, HUCQi 81111-SDS HUCO210-2-SDS, HUCQ210-3SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9/16" and heights l= 13 lit- IZ SDS, HUQQ410 SDS, HUC0412SDS, HUCQ5.25P8-SDS, HUGQ525/11SDS HUCO610- SDS, HUCQ612-SDS ranging from 9-3116 D 113-118", LD r� r Q �f - 'v5 7 L� Simpson Strong -Tie FBC Approved Products Updated T2/3WMOStrong-Tie p ®Simpson 202U FBC Approved Products updated 12/30%2.020 - son ro - iL*'-- 0 C roved r Slop St rig T 202 FB Approved Products Updated IZ130/2020 • Simpson Strong -Tie 2020 C Approved mp g FB pp ed Products Updated 1213(!/2020 S ,- 7- 5 Fa direct linksto all SST approvals fated below, CLICK HERE. _ _ For direct links to all SSTapprevals listed ball CLICK HERE. �Fa direct Inks to.all SST approvals Rated belva,.,CLICK HERE. For direct Inks to ell $STapprovals listed tielow,. CLICK HERE ® ¢ • - --`� �. C:i HFRF For additional irliamatonr@gardmg Flmdas Slat@wide PrpdugtApproyal SYsternand Maim -Dada CountyNotice of Apceptanc@ tN0A3, �.1CJS..a.... 'C Eadditional . u 5 em nd-Dade County Nov of Adha kanca NOA , OCKH RE For Additional imamauon regarding Flandas Statewide Product APProval ..Yet and Rla @ ty Notice P { ! w C IC.KHFRF F additional information r a. n - Florida's dasStatew a 5' d e-. r. Acceptance e OA a a ! mat@n a rdl g F an d Produpt'A Approval System an Mism�ad Coup ivories v Ac pia a (N !, 9 p County i r Fvrad Rw I information regarding Florida- dasState Statewide Product System :. d an 9 ggn wi pdu Approval ys .mar Mam Dade County Not A Ce nceNO. .i lf'If HF Y ice of c pta ( A!, ------._.._ 21 LB series hangers. Topflange hangers available,in Welth of 1-9M 6' and heights g' - F?L#11468-R5 18 S(LBVI 56, S LBV1.81. S1LBV2 06, S/LBV2 37, S1LBV2,56, S1LSV2:68, S/LBV3,12; Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318#015-118^' S1LBV356 S1LBV362-SILSV4➢6-SILBV4.12, S/LBV4.28, S1LBV4.75,:S&BV550: 8 Strong-Bolt2 {ST132, STB2-4SS, ST52.65S) Strong -Bolt 2 Wedge Anchorfor goncrete available in carbon 22 LBAZ series dangers v le t 1.911 ' an heights Tap flange hangers a ailab , in wind h of 6 d ,Igh Sea # tluat M : al. N er+ r Name pr�tr� 1 1711 F) � Pro not Description S) 19 &LTT20, S1DTT2Z, S/HTT14 HTT4, HTT$ Holdowns steel and Types 304 and 316 stainless steel ranging from @-3118"-ro 13-118, 1 HHUS210-3, HHUS214.4i Joist Hanger 20 0Titan, SfMST6 , S/MST72 Straps-1 l8 mil (i 0'ga) 7 6-H -H T - HD (TH TWD MG, THD H4S5, THD H85S, HD CS, THD CSBSS}: v TrkertHD Heavy Duty ScrawAnchorforcowrete and masonry 23 LEG$ LEG$, LEV series hangers 9 To flange hangers available in-Wdths ranging from 3-114• to 6- p 9 2 HRS6, HRSB;,HRS12 Strap Ties- 21 SP4. BPS Stud Plate Ties available with hex 'head In carbon steel and Types 304 and 316 _R 716 and heights ranging from $," to 33-112'. 3 HUCQ216-2.81)S, HUCO210.3 SDS, HUCQ310-SDS Joist Hanger 22 SSP, OSP, TSP Stud Plato Tier. stainless steel, or with countersunk head in carbon steel and 24 MEGS ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG63, THGBHZ; THGBH3; THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718 and heights ranging from gr to 32-117'. 5 THGQ2-SDS3; THGQ"DS4.5 THGQH2-SDS3, THGQH3_SDS4.5, THGtIH4-v0S6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634R6,THD50934RC) Then HD Threaded Rod.Coupler for concrete 25 MIT series hangers Top flange hangers; available in widths ranging from 1-9116" do 5- 6 THGW3-3; THGW31 THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod; Hanger (THOB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete 118" and heights ranging from9-lid"tor 24". THD50234RH,THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -Ali Anchor for masonry ranging from 3-3/8"to7-V8" FL#11473-R5 FL#13904-R5 27 RR Ridge taller connecter 28 WP series hangers Top flange hangers; available in widths ranging from 1-9116" to7- Sea # Product Modal, Nurnbar or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging g,1/4" to 32". 1 DETAL2D Double Embedded Truss Anchor 1 CCQM3,62-SDSHDG1 CCQM4-62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSGI, Masonry Pier Caps 2 FGTR FGTRHL PGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG CCT{iM5.50-SDSG, CCCQM3 62-SDSG CCCQM462 SDSG, - - Sea # Product Model. Number or Name Product Description 3 H16, 1-1165 H16-2 H16 2S Hurricane Tie CCCQM5 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete: or masonry' FL#1 O8 0-R5 4 HETA12, HETAI6, HETA20 HETA24, HETA40 Embedded Truss Anchor 2' EQCLQM3.62G-K ,, ECCLQM4-62G-KT, ECCLQM550G-KT, ECCLLQMD3.6,2G-KT, Masonry Pier Caps 2 ET•HP ET�HP Epoxy Adhesive for masonry E 5 HETALI2 HEfAL16,HETAL20 Embedded Truss Anchor' ECCLLQMD4;62G-KT,E0CLLQMD5i:50G-KT,ECOLRQMD$.6?G-KT,`E0CLRG1MD462G- 3 SET-XP SET-1(PHlgh-Strength EpoxyAdhesive for masonry ' 3e.@9.� Product Model. Number orName Product. ascription 8 HGAMIO, HMO Masonry retrofitnonriedlors Kt, ECCLRQMD5 5OG-KT -0 Strong-Bolt2(STB2) Srong-Bolt2UVedgeAnehorformasonry }a ^^11 W 1 A4. 44 4 BA46 B 6 AB 4. ABA R ABA 6,; A R, fl A66, ABA6 R Adjustable j 7" HHETA96.HHETA20HHETA24,HHETA40 Heavy Embedded Truss Anchor y 3 HGUM525;HGUM550;HGUM7D0„HGUM725;HGUM9Q0 Heavy Masonry Hangers 5 Titen2(TTN2) _., Titen2ScrewAnchorfor Concrete 2 r r - - ABU44 ABU44R ABU46, ABU48R, ABUS-o, ABU.� 6, A8Ufi5, ABU68, HBU66R, ABUsB, Adjustable Post Base 8 L T2 LGT3-SDS2<a LGT4 S S3 G S D GlyderTiedowm 4 - -4. L' 2 LG 26 U &2 L 2 3 LG GUM26- , LGUM2rr3,- UM 4, LG M2 GUM 8 UM28 A, LGUM21D-2, masonry Beam Hangers y 9 F t SS D 5 K Titan HD (THD H4 ,THD HISS TH -C 6S � v S Then Hea Dut Screw Anchor for available in 304 Y , Y ^' �/ A5U88R, ASUID14, ABU1010R, ABU1212, ABU12121R 9 LTA2 Lateral Truss Anchor. LGUM210-3, LGUM2ID-4, LGUM46'. LGUM48,.LGLJM410' - or 316 stainless -steel with her head, and 316 stainless steel with 3 _. ,... ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW68RZ, ABVi7•7 ..,., Adjustable Post Base 10 META12, META16 META18, META20; META24, META40 Embedded Truss Anchor 5. ., r-r ,• r MBHA3.12J9.25, MBHA3.1;M1 25, MBHA3-56f7.2o MBHA3:o619.2a, MBHA356f11:25, MBHA3:56/11:88, MSHAS 56/14, MBHA3.56116, MBHA3:56i18 MBHA5 5OI7 25, Masonry Top Flange Beam Hangers 7 TitenTurbc countersunk head. Titan Screw Anchor Z 4 AC4, A041R, ACE4, AC6,>AC6R, ACE6' Post Ca P 11 MSTAM24, MSTAM36, MSTCM40; MSTCM60 Strap Tie for Masonry p y (TNT) Turbo or masonry 6 BC4, BC46, BC4R, SC6, BMR, BC8, SCS2-214, SC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.5Of9 25, MBHA5,50111 25, MBHA5.50/11.88. MBHA5.50/14, MBHA5.50i16, 6 C244, C1346i CB48, C668_01388 Embedded Column Base MBHA5.50/18 7 CB5044 SDS2, CSSQ46-SDSZ CBSQ66-SD$Z CBS086-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5819.25, MBHU3 56111.25, MBHU3.56111,88, MBHU356114, tMBHU3.56116, 56AS, MBHU5,5019 25, MBHUS 50111.26 MBHU5.50111 88, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 5-114"to 9-1/7'and Fll1496-R$ MBHU3 MBHU5.60/14, W2ranging from 3-5/8"to7-lal MBHU5,501i6,MBHU5.50118 Sea Product Model, Number or Name ProductDescrintioh O g COQ SDS2:S, ECCQ-SOW2 5 Serles Screwed column caps With W1 ranging from 3-114" to'9.112" and Sea # Product Model, Numberor Name Product Description 1 X34131016-5K, XIS1D16, X1 B1016 4K, X01S1016, X018101 B-41< 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.5f8' to 7-112" 1 OTT1Z DeokTension Tie Drill Point Q 10 GPT44Z CPT66Z, CP-f88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns': FL#13975-R6 2 X1_Q114T1224, XLQ114B1224-2K 412.24 Strong -Drive XL Larga+Head Metal Self -Drilling Tapping 11 12 EF'B44A, I PBA4. EP8, -PB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD36, HD513, HD7B, HD9S HTT4, HTTS, HTT"M Bolted Hglcjawns Tension Ties Sep # Product Model, Number or Name Product Descr�tfgn 3 XMQ114S1224 XM0114B1224.2K Screws with #5 Drill Point and La ge Diameter Hex Washer Head 412-24Strong-Drive XM Medium -Head Metal Self -Drilling, o 13 LG844, LCB66 Embedded Column Base 5 LT719, LTT2UB LTTI31 Light Tension Ties 1 SDW22300 SDW 233 •SDW22438 SD 224 8 5DW2250 SDVY12600 S W ' 63 ; , , 2 8, lfi% 6 , 0 D .:22 , 6., Drava. D EWP PLY`and TRUSS PLY Screws Strong S -VV Tapping Sdrews with #a DnII Point and Medium Diameter Hex P . 14 LPC4Z, LPCSZ Light Past Cap; SDW22634 4 X0114S1224. XQ114B1224-2 5K, X114S1224, XQ112S1224, XQ112B1224-2K #12-24' Strong -Drava XNletai Self Drilling, Tapping Screws with f15 Dfill Point �� }e U 15 MPB447, MPB66Z, MPB88Z Moment Post Base: 2 SDWC15450, SDWC15800' Strong -Drive SDWC TRUSS Screw 16 PB44 P644R, P646, PB86 P666R' Embedded Post Base FL#1:3628-R5 3 SDWH193OOD SOWH1940 DB SDWH19600DB SDWH1 8000a SOWHI010OODS B, 0 8 , Strop -Drive SDWH TIMBE EXSorew g R-H 5 XU34S1Of 8. XU34B1O16-6K #10-16:Stron -Dave XU Metal elf-Drlllin Tapping S rews with 9 ,. � 9, pp g c 17 PBS44A, PBS46, PBS 66 Embedded Post Base 4 SDWH2740W, SDWH27600G, SDWH27800G, SDWH271000G, SDWH2712660 Strong=Drove SDWH TIMBER HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product NRdel. bumberor Name SB718x24, Product Description 5 6 SDWS16212,, S0W5163p0 SDWS10312, SDWSJ S40OL SDWS19600,SDWS19712, S[JVVS2240D,SDWS225W0 SDWS22512, SDW522WO; Strong -Drive SOWS FRAMING Screw Strong SDWSTIMSERScrew Grade) O 19 PC44-16, PC48-18, PC46=16, PC64-16, PC66.16, EPC44-16, EPC45-15, EPC48-16, Post Cap i SB518x24, SB1x30 SBAnchor-Bolts -Drive (Intenor EPC64-16, EPOSS-16 2 SSTB16, SST920, SSTB24,. SSTB28, SST834, SSTB36, SSTBi 6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS2'21500 FL#W320-R0 L 20 PC4Z PC4112:PC6Z,PC8RZ,PC8Z,.PCSRZ.EPC4Z;EPC4RZ,EPG6Z,EPC6RZ,EPC8Z; Post Cap SSTB28L 7 SOWS2230ODS:SDWS22400D8,SDWS2250ODB.SDWS22600DB,SDWS228OOD6, Strong-DrtveSDWSTIMBER- Screw(ExteriorGrade) EPC8RZ SDWS22100ODB Sea:# Product Model. Number or Name Product Descriotion 21 PPB44-4Z PP644 C2 Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSS0845.5; DSSCB46, DSSCB4S, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS SDWS27404SS, SDWS275OOSS SDWS276OOSS,SDWS2780OSS; Strong -Drive SDWSTiMBERSSScrew 2 FC843.5, FCB45 5, FCB475 FCB495, FCB411.5 Bypass Framing Fixed -Clip Connector VJ SDWS271000SS, SDWS27120OS5 3 FPHSD34SIO16, FPHSD34B10,16, FPHSD34B101&5i4, FPHSD3491214,.. #10-16 and #12-'14 Strong Drive FPHSD Framing-to-CFS:SeIF- FL#90866-R5 Sag ;# 1 Product Model, Number or Name CMSTI2,.CMST14 CMSTCI6, C514; CS16, CSIS, C820, GS22 ro Ptluct Description Coiled Straps 10 11 SIOVA/13400 STN22 Strong -Drive SDWVSOLETO-RIM Screw OutdoorAcoents Hisx-Head Washer 4 FPHSD34B1214, FPHSD3481214.5K LSFC2.25, LSFC4 2r, LSFC _25, SFC2 25 SFC4 25, SFC625 Drilling, Tapping Screws Steel Framing Connector U ICU 2 HRSB HR88, HRS12, FHA6 FHA@-, FHAl2, FHA18, FHA24,: FHA30, MSTI26 MST136i Straps:97 Phil (12 ga), : 6. LSSC425, LSSC625 SSC225 SSC4 25 SSC6.25; MSSC2.25, MS$C4 25; MSSC6,25; Steel. Stud Connectors Soo # Prod got Model, Number or Name Product �esc&_Wn MSTI48; MST164, M$11172; SIMS'T27, S1MST37, S/MST48 MS664.25KW, MSSG625KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, :HTS28, HTS30, HTS30C Heavy Tvvst Straps ,FL#1.5363-R3 : 6 RCKW3, RCKW5 5, RCKW7 5, RCKW3S. RCKV1l5 5S Rigid. Knee Wall Connector 2 FRPP Flat Retrofit Foundation Plata, 4 LSTA30, LSTA36, Ls..T14O; L5Ti73, M3TA9, MSTA12, MSTA15, MSTA18, MSTA21, 1vSTA24 Straps 43 mil ('18 ga) 7 SC643.5, SC645 5, 8C6475, SCB49 5, SC8411.0, MSC645.a, MSC$47 a Bypass Framing Slide -Clip Connector ly 3, - _ G 6 -, G 88 H 8 G -6 G 0-8 G 66 G H 6-S H68. 6& H46 GH46 8, H4 , G 4 $, H410 H41 H , 6, 6 G , 6, GH Girder 5 L5TA9 LSTA'12 L5TA16, L5TA18 LSTA21.. L5TA24 5T292 ST21 ?2, ST2115, ST2215 Steps 33 mil (20 a tip 9) e �� Product Model. Numberor Name P Product Description 8 - - 1 8 SC532 5197,;SCS62 5i97. SC562 5f118, SCS82 Sill ass Framing on a for Bypass a rig C n c., S, GH610-6, GH610S 6 L311BH3.2J, SUBH3 25, MSUSH3.25 Bridging Connector 1 AS 18 AS 1W.), AS 1SS13 18 ga.. Truss Pates 9 8GW3 25 SCWS 5 Head-uF•Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C GLBSD, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga, High Strength Truss Plate 10 SJC$ 25 SJC10-25, MSJCB 25- MSJCIO.25 Steel Joist Connectors L 5 GUBT612, G8LT812, GLBT518, GBLT616, GLST520, GBLT820 Glulam Bearing plate 8 LTS12, LTS16, LTSIB, LTS20 LightT at Straps 3 AS-20 20 ga. Truss Plate 11 SS63 518 Bypass Framing Slide -Clip Strut Connector ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC4Q MSTC52 Straps 54 mill (16 gs) 4 ASHP Hinge Plate Connector 12 XLSH34614% XLSH7861414 #14-14 Strong -Drive XLSH Shouldered 5etf-Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST623e Straps 68 mil (149a) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTSI2, MTSi6, MT818: MT&2O, MTS30, MTS24C, MTS30C Medium TvdstStraps 13 XQ1S1016, XQ161016-4K, X01S1214, XQ181214-3.5K, XQ78Si224, XQ7861224.3K, 410-16 #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SrB1.56, S/B1.81, S/62.06, S1B2.37; 51B2.56,.U132:68, SI63.12, 5183:56, S/B3.62, 5PB4 06, Top Flahge.JoistHangers FL#15730-R4 XQ1I4S1224, XQ114B1224-2.SK, )(Q,12S7224, XQ112B1224-2K, X348101&51<; X1 S1 01B, X1 B101 64K, X1S1214, X1 B1214.3.5K Tapping Screws Q /�1 S/64.12, 81B4:28, 5164.76, S/B5.50 W z 13 S/BA2.12I8, SIBA2.121iO, S1BA2,12112, S/BA2.12114, SIBA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Descdei:ion J S/BA4:18i12, S/BA418/14 1 ET -HP Adhesive Anchorfor concrete Z 14 SIH 1A HarricanisTie 2 GAC GDP GDPM-S50 13DPM 75 GDPM-100. G:DPS GW-SO, GW-75, GW-100, 0TH Gas -actuated fasteners and assemblies Q 15 SIHD3S, S/HD86, SHD10S SFiD106 S/HD SS, S1HD15B Holdowns 3 PDPA, PDPA=K, PDPA MG, POPAT, PDPAT-K, PINW, PiNWP, PINWP-W, PDFAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S-/HDU4, SIHDU6, 91HDU.9, S/HDU11 Holdowtls PDPAWL MG; PSVL3, PSVL3-K, PCLOPA, PECLDP1l PTRHA3, PTRHA4 1 17 S(JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �- SHEET NO. March 15, 2022 PA 1.2 - ---- — - I Ail 4 �i..d♦ p' 3, .�1..i .. in N W,M': , ", ai 9� �,td 5 td '� ,, µ, ;W.. d F .k51t .�.«� it : _ EI ..; � 18 « 1 4 ar "9'f -' $ '� '�Se�l:- s ,.:f.e .�� a '. +. - ..9. ' r r••t,'a' r � . - - � t. ^W W Cn > 10 c— �--� 0 N L Q 0 = .� U(35 Co 0 Cl C O _ C= L.L _ .S2 in � N L O Q) .,,_, 00 L- 0- C (� .� 'ry VJ _ es. , . ., .. •. �� _,. Cyt TIC 3 , oxLofthe,�+�-My.. aft .._.-,,-`ram` _.0,�'`- 4. - d ,��... .PG .T15, _ T{ , '{ yy yr' 15-'yq¢} NO . vo - 5D 9 :.; fi.$$ i 1� i �G' i�.�.$`PRCt S' I_';:--1..E- 2r E 3x F-4. �2fsYJtrte'R�`P�t� � - .. - _.. .. 1 :✓ I � .1� . I #+s- 1 (�, ��y ^fir N41 r .:E.. _ - Awgl aql. <' l FZ > �- 0 ���9 Ac+,i34F .L dry. '. .' ''. aaYY__ 7 . ' �asmda}FX, '!t'4 't M1vaig `@' rim,' g 1 tL a, l ; f NO-4 . PDA �� ���`s 0� � � � qM� E3q*2' 8 toi l Egpoali3#. "a0Ti �+►3.A 16, bF $ agE a� : • 0 .5�ste:fjr' , E14eCU tL •ga 3 '`IE -1 `° . F C: C. ,� m _, 'A -C to C: .7, Q 0 .> > C) CGtU' d '$mod Doors, Inc Q ,d�('�y� W". CCUTx nEIVIDUNCE.SUB T � O� W7FAC . q7: � :�5"''.fit, ' U�'R�:.a" - �. `+� �t �..� �'`• � :: ', � �-+ � U ' > ...-,_ 7" �!'ac ^'d-t�3lYdi IP'97Y.ai-�'11�.'�T.t^"d.�°T'Y1'1itiTi f�.;._�L•�e:-tea Q. vim— W March 15, 2022 E z Co o L- CDL 0L Q U) U m Q O w < N z J z J SHEET NO. PA lo3 .� '",..`."'�.`°. _ .... ,., t.1�II1k111►r+,auil�uuwiiul WI�Y��YilddlilWll 4 /T-1—ME-00 TILLIT TESTING & ENGINEERING COMPANY WAT TER A. TT LL17.7R. P.E. lilteco u 7.OGm NL PY: Lk¢mA \A 719, .P.C�t Lwew Nu. I00*7I Y PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July.28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB CATF-aO RY: Siorrn Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Dlol)al Protectlon Products LLC 4800 S.W. 51 Street Davie, Florida33314 PUR 9 POSE OF EVALUAT[Q�I; 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. 61 G20-3, Method 1 D of the Florida Department of Busine-ts and Professional Regulation. This product isrb being e ng issued an Evaluation. Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cods, and to verify that the product is for the pp u'r ose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision incase of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE, SUBMITTED; 11, PRODUCT EVALUATION DOCUMENT W.E.D:I: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco; [no,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712812020. This drawing is an integral part,-1pllsA Evaluation Report. ..101,.tx b Tr. NO. 44 67 6355 N.W. 36th Street, Suite 105, Ali". Florida 33166- Phone: (305) 871.153,D PROD17 T Eei.:�&�k,.S(Ja>v>J �-•pd�i'l'lYr?:3Q-tJ7 R D :. 2 2.2. TEST REPORTS: Large missile Impact a mis•aild fatigue t tests ue load t s were performed uncleProtocols 9 underTAS 201, 20 3 as persection 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test :reportsprepared by u'c one Engineering Testing, inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09/1811996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, Inc. reports# 2032 dated 04fle/1998 and # 2126 dated 10/ 1 se A5! 998 witnessed by Gilbert Diamond, P.E. and Report No. 021901-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13 2009, signed and sealed by Frank Grate, P.E. 2A STRUCTURAL, EMI iGINEERiNG CALCULADONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs'. design wind load and panel length based oo rational and comparative atalysis, and accordance with section 1616 of the Florida Building Code, Calculations prepared by Tilleco, inc., dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTANCE; Large missile impact under section 1026 of the Florida Buildin9 as per er TAS 201 Protocol. 4. WIND LC)ADS RESISTANCE:' 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length sha ll be as indicated an sheets $, 10; 14, 15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176, I u Max m m Anchor , Spacing shall be as indicated an sheets 8, 9, 10, 11, 14 15 17 8 9 25 an 2 1 1 20 d 2 of 6 a Product E 6 _ , ,f rod valuation Document (P.E.D.), drawing No. 20,176. A. INSTALLATION: installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated sheets 1 1 nd led on hee s 8, 4, 6, 25 and 26 of 26, afProd uctEvaluation Document (P.E.D.), drawing No. 20-176. GENERAL 83) 94 CAM THAT PRECAt STOW. OR PRECAST COWRIETE PAWLS, STUCCOWOOD StARDS BE FOUND ON � GLN1D MIl l) en; R71]WI PWN�Mt COSTING VNLI, ANCHORS SHALL BE LONG ENOUGH TO REACH THE STRRUCTURE BEHIND SUCH PMIEL4. 1. STORM PANEL DOGOMET P 0. HAS SEEN F - .E. ) VERIFIED FOR COMPLIANCE IN AHCHaLACE SULL BE AS MENTIKNED IN B:1 AND ) N 82)- WITH THE 2 20 h EDITION) OF THE TIE 2020 (76* EDITION) THE SECTION BU NO CORE ACCORDESIGN (G) DESIGN WIND LOA05 r.A4MJ. !# DE WIND LOADS S TERMINED FD AS PER SECTION 1620OF THE ABOYE MENTIONED C00E. FORA WIND, SPEED A5 R EIY THE JURISOICTWN WHERE THESE SNIJT7EN5 WI,L i`NSTALLEO AND - 1 4 a TAPCON AHCNORS, AS MAUFACTUREp SY I-D.�T.1 N.DEX, INC. - #14-10 PN#Et;MATE fEMN.E # AND PA1�7,;NATE PLUS ANCHORS. As rM1NUFACIURED. BY EI.CO CON59'RIfCRON PRODUCTS. Fide A 011ECT,ONA.OYFACfOR Kd•0:65. USDiG ASGE 7-16 AND SHALL NOT EXCEED THE AM" (ASD.) - 1f4 p kAY: SCREWS PER N.O.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 14, IS A' 20. - 7f1e N t/JW WOOD SUSHM. AS DISTRIBUTED BY ALL: POINT :SCREW. SOLT it SPECIALTY GO, IN ORDERTO VOWT THE ASOVE; CONORION, ULTIMATE LIESEN WIND LOAD$ DETERMINE!) PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO C.1) NINDNLM °RRWEABOEO PEWETPIATDN INTO WOOD OF TAPCON ANCHORS SHALL / 1/2' AND 2" FOR El;CO PANU1AMTE PLUS COMPARE THESE Wf MAX. (A5D) DESIGN PRESSURE RATING$ INDICATED ON SKE S 7 IRM 12. 14. 15. 16, 19 A, 20. AAD FEMN..E D, ORDER TTf THAT ANCHORS ON THIS P.E.O. AS ri3TFD WERE NOT 04ER STRESSED. A 33R I7CRl;ASE N ALIQIYA$E C.7) MINIMUM OF ) TI•IR0A0® PENETRATION t+i0 ;GREW, INTO THE Woo) FSE0.VE tIN17 SF1M:A, BE 1 1/2*. NO THREADED P093PATON INTO STUCCO SHALL at CONSIDERED AS PART a' THE REQUIRED THREADED POWIN ION. S WIND L STRESS FOR W9ND %CADS' WAS LJOL, USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD tihR SEEN ffkTE7arAPEO N ACCORDANCE WITH N.D.S. 2075_ C.3) MINIMUM EDGE WSIANCE OF LAC SCRIM, , INTO WOOD WALL BE AS NOICATEO IN THIS DRAWING STORM PANEJ.'S AfEQUA [ FUR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOW MENTIONED COME AS PER HURRICANES ENGINEERING h TESTING INC, REPORTS S 116-869. 96-570 & 66-TIRO AND CA) MINIMUM PENETRATION OF WDOD RUSHING SHALL BE 5/8^. 1/4' 0-20 SCREWS USED 9W.L,. BE 1 1/2' LONG ARWUM FO"IP1TION TESTING LAIL 1NC., REPORTS J2032 a: 02125 , AS PROTOCOLS T,4T-201, TAS-202-M70 TAS-203. 9aWND STUCCO EXIST, AND 1' MINIMUM FOR WARS WITH NO STUCC0, AS WEtl AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /02,901-09. AS PER TAS 2D7, TAS ZD2 AND TAS 203 STANDARDS. C.5) N CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOND ON THE COSTING 2 Ali. ALIIMMMA.t E%tiA>STRMLS t4 BE 8083-78 ALLOY AND TEMPER. (UNLESS OTHERWISE ROM). SEE SHEET 2. WAIL, ANC DRS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHIORAGE SHALL BE AS MENTIONED IN C.1), C.2) 4 C.4) 3. ALL ALUM"" SHEET METAL USED. At CLOS 4 0 SHALL HAVE 3105-H14 ALLDY, (0) ANCHORS WWI BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AD SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET' METAL PANELS %HALL HAVE STRUCTURAL OLIAWY STM_ ASTM A-653 GRADE So MINIMUM, G-60 GALVANIZED 51EE4 DESIGNATION W/FY- S" W (AFTER ROLLED)• 6. PANELS WAYALSO BE1N5TA7,LE6 HORIZONTALLY FOLLOWING. INSTALLATION DETAILS SHOWN ON SECTION 3 7HROGN 10 (ISLETS 4 THROUGH 6) EHCEPI THAT HEADERS I'd At SHALL NOT BE USED, S. ALL SCREWS TO BE. STAINLESS Srm. 304 OR 315 N41 SERIES OR CORROSION RESISTANT COATED CARSDN STEEL AS PER Wj 80 W Y91;LD STRENGDN AND 90 W TEASEL STRENGTH do SMALL COMPLY Wf ROM BUILDING CODE 9. R SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS THE STRUCTURE WHERE SHUTTER IS 7D BE SE50018 SECTION x4i .3 ].4. ATTACHED TO INSURE PROPER ANCHORACE. THIS SHUTTER SHALL ONLY BE ATTACHED To CONCRETE. BLOCK OR WOOD FRAME BUI DING& 6. BOLTS TO aE ASDA A.-301 GALVANIM STEEL OR AISI 304 SERIES STAINIX33 ! MEO. WITH 36 WI M U01" YIELD STRFHOJT;. 10. EACH REGULAR STORM PANEL LENGTHS OVER Ir-O THROUGH TERNATIVES �• AS PER SECTIONIL EMANKIND 7. AJIOFIORS TO WALL SHALL BE A5 N7JLLOW5:. &VASIH2_ 9W & IOW ON SH R EC'MYY. SGALL VAX A LEGIBLE J00 READILY VISIBLEINSTRUCTINGOOWNER OR TENANT TO SECURE BAVEiS WITH APPIJCABLE REINFORCEMENT DURIN.. PERIODS OF HURMCANE WARNING. (A) TO Ea451WG POURED COFiCT AS 11. THE INSTALLATION CO IS TO SEAL/CAULK ALL 94UMR COMPONENT WBES WATCH REMAIN IN CONTINUOUS CONTACT WITH - if4"0 TAPCMkR AMOH0R6 A5 MANUFACTURED BY LT.W. BSILDEX, INC. (M'., #'c®3THY2 paij' THE SUWN0 TO PWVW WI010AN NTlBLSION. 7f6" CAX-N ANCHORS, AS MANUFACTURED E1T DEWALT NG. (MN.. Pc®3QHp7 P.sL) - 1/4"a , 3/4" stt€O_ ANCHORS. AS DISTRIBUTED BY ALL POINT SCREWY, BOLT do SPECIALTY GO. 12. STORM PANEL INSrALLMIQN SMALL COMPLY WITH SPECS INDICATED IN THIS ORAWWO PLUS ANY BUILDING AND ZONING HEGUGTONS (Win. r-3000 µAA ) PROVIDED BYTHE 3MR TON WHERE PERMIT IS APPLEO TO; - tlThfO PAlELA1ATE FLAME D d PANEUTAIE PLUS AMCFIORS, A5 MANUFACTURED BY'ELCO COFS7R0CIDN PRODUCTS. ( Cr„3350 13. (P) THIS PRODUCT EV'ALUAPWN DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROMDE. INFORAAATION - t/4`9 CF TAP-SEARP ANCHHORS, A5 LWVUFACiIARED BY TRU-FAST CORPORATION (rte36O0 P.xi,) RA FOR A SITE SPECIFIC PROJECr: I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. A1) MINIMUM > 7 OF TAPCON ANCHORS INTO PORED CONCRETE SHALL EE 1 3/4 ;• r FOR PANFLMAIE. FEMALE (D) CONTRACTOR 10 BE RESPO %LE FOR THE SELECTION, PURCHASE AND KNSFALI.ATKMN INCLUDING IJF'E SAFETY OF THIS PRODUCT BASED ON TIOS- RED, PROVIDED HE/SHE DOES NOT D6kWIE FROM THE CONDITIONS OUAILEO ON THIS DOCUMENT 0 9I7 PAEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSBIR(. A.2). CALX-IN a: SD D-SEI ANCHORS SFWI BE EMBEDDED 7/8` WINO THE POURED CONCRETE NO DOER" INTO (e) THIS PRODUCT OWAATWN DDCUMENT WILL BE CONSIDERED INVALID IF MODIFIED STUCCO STALL BE PERMDTED. 1/4• 0-20 SCREWS USED $HA.L BE L 1/2" LONG MNMUM SOLAD STUCCO EXIST, NO 1• MIIWUH FUR WALLS WITH KI STUDCO. AND MAY 1F HEADED SCREWS OR Al INREADFD SCREWS W/O HEM. (d) SITE SPECIFIC PROJECTS SAU BE PREPARED BY A Fi.DWdt REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING HUTS• V404EER OF RECOAD (EOJL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PID, ENGINEER OF RECORD. ACHING AS A DELEGATED E40W TO THE A3) IN USE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEVA EXISTING WALL OR FLOOR ANCHORS SILL DE LONG ENOUGH TO REACH THE MAN STRUCTURE 804ND SUCH PANELS. ANTE SMLL. ENE AS MENTIONED IN A1) AND W A2). (4) THIS PX-0. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF MORO, THAT PROWED R. (S) TD r mNG Mx W�H c+u _�,-�T:ON6TT2 S8 - tf4- 6 TAPCON ANCHORS AS MANIFACTURED BY I. T. W. BUAL.DEM, INC. at. SINTER MANUFACTUHO3Y5 tABEJ: %HALL f3E LOCATED ON A READILY MSISLE LOCATION AT STORM - 1/4' A X 7/8" CALK-N ANGIORS, AS MANUFACTURED BY DEWALT INC. (MIN. ("*00 "J.) PANE% SIiUT7ER W ACCORD4NCE N7TH SECTION 1709,a.3 OF FLORIDA BUILDING ODDS, ONE LABEL BE PLACE OPENING. LABELING TO COMPLY WITH SECTION 1705.0.2 OF THE - 1140 X 3/4' SMA-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. DOLT & SPEGALLTY Co. CODE VARY FLORIDASHKLL - �Y4-10 PANSIXAT6: FENAHE D AND PARELMATE PLUS ANCHOR•', AS MANUFACTURED BY "0 CONSTMXWN TTBS ORAWRNG SHALL ONLY BE USED AI PRODUCTS (MAN. 1'.c-2071 µ6J.) AA11MH#NIMa ":DBTAN F'ERMTTS 1N IEIE STATE OF nDTaOA - 1/4` a 0IF TAP -DRIP ANCHORS, AS MA NVI ACTLRED BY TRU-FAST CORPORA7WN 'tr%A � t A,,71 *4. SF'•.. ^ 0•1) MININLIA r.N�'iLVIFOIT OF TAPCON ANCHORS, ELCO PANEIMATES AND CF TAP -STOP ANCHOR, INTO THEE s'•``�tD FLORIDA BUILDING CODE (High valatI y flu cons ZODa �... OLD" UNIT STALL BE 1 1/4'. %" . 4a�n4 lalLra. A+a. 2D GAGE GALVANi2ED STEEL stew PANEL N0. 4 D.x) CALK -IN &Sam -SET ANCHORS SHAD. fE EMBEDDED 7/6' #Ni0 THE CGNCRE7E @f.00IS UNIT. No EMUS** INTO $I%= BE PERMITTED. 1/4- SHALL 167 = DMW W. T 47a SHALL 0-20 SCREWS USED BE 1 1/2- LORD MINIMUM S, EXIST. AND I* MINIMUM FOR WALLS STUCCO. LOBAL PROTECTION PRODUCT'S, LL.C. py,L. WITH No 57A �L OF ADD IV. a, sow aw, a *t e, 1 r, m9 x 1" P%M {gs, 73 tom' 20-176 : % CWISW- �!y-5+.�,/•••• ra-Goons. °uc'6`LTma,,'A,TMMN. thA" _ R-7.1 aErr , a.28 EK STINfi F CONCRETE CONCRETE awRFD. Mwl Al a x .a 6 •► i_ A +i 6 i A 0 THROUGH a) q--'- v,}, 11.> aA O CmL txu7GIIEIE ANG10R6 '---E.O-•_ WIDOM (BEE ac EdxE w1— TILE AW ca L 1 a) SIaE75 6 7MNDIAFM /) \ 5HFE1G a TNfaNWN 6) S'+AI.E 3fam7 SCALE 3f6.t SCALE "1"'. BCN.E Sja«1 E.D. (�"SCHODULE ON SIX son"1 N� 1 SHEETS $ & B) l 7 a � NerF t'OFT CDMB,AUTIDM LIF �Ff7ROtls;... aeeA 2'Ir oa r 001/1hNIY TOP do BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SLIT ANY 'W``aA"(tt A-•Ttj,r INSTALLATION. - DL Tp A TEON_ 7AdRl NO_;2D•8T N,_0, >3 6. M,ATERIAL CHARACTERISTICS 1 Q SPECIFICATIONS: Shall be strictly in accordance with General Notes and .Components indicated on sheet 1, 2 and-22 of 26, of Product Evaluation Document P.E,D.:drawing No 20 176. Anchor specifications shall be as indicated on sheets 1 7 and 21 of 26, of Product Evaluation Document (P.E,D.) drawing; No. 20-176. 7. LiMITATIONS AND CONDITIONS OF USE.•- 7.1. Shall d be strictly In compliance with General Notes No. 1 8 thru 14 IY R,.indicated an Sheet o 2 well 6 . # 1 f 6, as e, as General Notes # 1 thru4 and 11 thrU 16, indicated on sheet 21 of 26 of Product Evaluation Dooument (P.E. D-j, drawing No. 20.176 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit; Jr., P.E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures: Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719): WATILL CO TILTECO ADMON"RECORDS 1 P. E. REPORT_20 l0L0BALPRaTEGTION PROD LICTS;. LLC 120 HBA©E GALVAN M STEEL STDRMPANEL1 DRA10 *M17fil REPORT # 211-0728,61' �Tl �FE .:O TILLIT TESTING & 9NOSINP-ERING COMPAN Y war.TERA. ri r,tzx, JR P.E. kit tecv F[,r.r, T• FRC7Il ' �J_CT E nce VALT)ATION REPORT FLL.A.Lkq¢s REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY( Shutters PRODUCT SUB -CATEGORY- Storm Panels els PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURERS Global Protectit6ri ftduigs.,LLC 4800 S.W.51 Street Davis. Florida 33314 1. PURPOSE OF EVALUAIJIM This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System ID '# 1906) to the Glottal Protection Products, LLC, Rule Chapter No.. 1111 G20-3, Method 1D of the Florida Department of Business and Professional Regulation, This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify:that the product Is;forthe purpose intended R p R At least equivalent to that requited by the Code;, This Product Evaluation Report shall be'subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCES S U MIT-fEDt 2.1, PRODUCT EVALUATION DOCUMENT (P.E.13)_ Drawing No, 20-175, titied "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared byTilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.;' dated 07t2712020. This drawing is an inte�t Ei l�I E4h)s Evaluation Report. r'R(1M ��1f�AA,x 7 _. *_ STATE OF DR 635m`Y. 36th Suiet, Suite 305, M am, Florida 33166 Phone: (305) 871-1 11tAC30rYt1-1531 COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS (SCALE-1/2-1") (TOUL YpRtin �--•.- k8.,a8' (TOTAL M7DTN)- »,.,, i l 6.25o^-------------1. " a r"'k.3)S0'^ - VA �, : 1.. i •. ( T % . `'t`y F � » 04W . 14CR'.: � ji , ORS HEMM 2� { ASTM A^083 s.. '^ 2.I`(r� � j 2.667 04YANEEC STEEL EDGE :'. 1 2. 57, 0-00 C4Y, �' v6IEDGE6 50 MINIMUM EDGE 4-40 CA.Y � CODE r 48.5' Li�T , 45.e' ------------- 5TO M PANEL S END STORM PANEL ....,DO- PANELS END LIP $� .125' .760' 1 4'e-20. ila�-20. 725` WJ !#dMKD EDGE f i 100- "so" f �, 125" SERa3 S64 5 .'Aa6/SM a' �, 700'AN"ME OAETm 76 0 7 tOQ. 12 1/2' 121j2"OA �! 1 , e .083' 3" 2.17 1.846• F`_`_` T .5• E#.125. 2.7 SES 2.125- .Da3". i ' 0C'FAI t 11ELLL 1 I S i I 11- .37 r r }� 'i'„_..,�_.__„_.....,.5" Mmt, _... r7.,5D0'-••k.506" X9111lllklllT DETAIL .H ^ RDUMOEO CORNER q ENDS. OF PAMs END UP W/ HEMMED ENE. M M -h HEADER U E J ANGLE � ANGLE WITH STUD � ANGLE �MW#TM 1.1h.L4I.TAi._ STUD SIDE W f--i 1/d •14 k2/14 d 4• .37e 374- _}yP TOPam r•"I Doe' �._ ,OW -•,.7w 1 OF PANEL .166• 7 310' .726• i 1 4'W-20; W4 SMIS 1 1.4D7•I.O83• : - .375' _ : P t to ,,8407 r?-§SSRA 12 t%R OC 1210*.856- .67i 0621300' 1.063 �7" mile I 750 �R 3 FIERY PANEL ad"oP N OBI- 626.a 2'DaD'____'. 7,01)W p KEY�,I WMER i c.D36" MN "tee a N n=K ANGLE 16�i JX NE: TRACK (2) ,FLAT PLATED "UMW MOTH STUD i OAWANIrEA STEE. ..... a. 15• LiNi6: �.,,"5.. NO44167 ' 'v .375" fir.. •k T.* FLORIDA aU1LON40 COtif. Lfth 1Tl3aai ikMrTlH:ana Zane 72s- IL675` WIND N - g y, STATE oJ2a luTme ae 20 "M OALVAN12E0 STEEL S ORM PANEL W. AT PANEL rA 1Q 11 L I E " GLOBAL PROTECTION PRODUCTS: LLC. a+IE tl f �.1 �r` Q rr6e. 4M 6x. 61 s r ="X 1 /4t1 / AiFA1MTNElY, U� WIND TUT SWfOUr ( NN. }ia..1o. rasa Ac nNA Pi10NE: (66A T6 4 :� (45.)OP-WW 20-176 MONOLITHIC r Anti rNAli W IAN,F AYt ORNs1I Net Sift OR FaCIEI. SSATEO sTCi13, .E WNJFR A 7biE N: P£F09- sow 2 DF 20 OEM a THa0U0H 0) CONCRETE MICRON _ .Ts 6 THRO110NO "S "147" EJi1S11NM * NEW I' WIDE - VARIES - I/8" AtM "'°""WDLO BAND / P,T WOOD TUBE SPACEIR X . l � , W NEW 1- WIDE , VANES x 1/8• i AM TUBE OR I` a VARIES f 6EaNDTIA PLATE SPACERCONCRETE AMOKORS rF l I ism 5G0IA.E ON I-1 1ImS 8 T}IOt1MI.4� LA�:6aE6uc I 1f2' wn. CONCRETE BLOCK l 14LAC titW fill BEET a r e) 3 Mat. REO01REb I TThok'ssHNE©IO�I CTIWAU 3 19MMilit-MOLADJACEW IQ MMIMM WO C.M. 31 1r144N11 ' � O,t L ' r I 1 , ,10*1 -1ptA6tl: IDSCALE 3 CASE 9 (PLAN) sue• ,ry,- sDFLE 3f16.1` A/w� i tb' M�6... , „• ANN`-n��A»m9N,lP�.lHi,Aa � d: t ANam �Aa�. �. r.r.mr IN .4mWaI 1 Iµ• NFN. 4,a aA"N gACN IMC t. CASE C iPLA1N1'1 d�IL��N� � SCILE 3f16+t1' D scALE 3/1a-1' M rm ataO' eouiaW w a a�fi � 4M., I 9LYONN-,»•:1 gyp » z +A(�A al r,.HEDUL.E ON 7 oN is a &S) �' SCALE q,r7F sEN;Ttaus: AANY�SUITT � CASE f %� SCALE 3/T6.7' 44167 �0lam P` 20 GAGE OALVANM STEEL STORM PANEL _ S I I TIE A1Si /�1►� LOSAL PROTECTION PRODUCTS, LLC.OF NrMs, 461p S,1W, bl $TRF.T' IR10R.;r "W -r .� NA roW-90 w PHONE- ta1.16was sFft malsnam 20-176 PRdDi7Gl'IN:VAI:i A17A7+1121CP0'RT Nd 20-D72702 2 PRpDrt T trei.. A ONRF rTt, O.20-0727A2 3: 2-Z TEST REPORTS: S. INSTALLATION: Large missile t load't g sells Impact eels were performed under SSTD 12 99 standard as ^ Installation shall be performed strictly inaccordance w,t h details indicated on p Y _ca per section i6O9.1.2 ofthe FloridaFI Building Code: Uniform static loads as per sheets 3 thru t3, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), { j :Section 1709:8.3 r A - 3 per ASTM E 3 0. Test reports prepared by American Testing _ , . drawing No. 20-175. Minimum separation to glass shall be as indicated on Lab of South Florida Re ort# 0814,01-01 dated 03/11! 2 witnessed William p 0 by sheets 3, 6, 13; 14,15, 16 and 18 of 18, of Product Evaluation Document R. Mehner, P.E_, Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E-D.). drawing No.20-175. 0719.01-09, dated February 2-5, 2009, signed and seafed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 243 as per section 1609,1.2 of the Florida SPECIFICATIONS' Building ui n9 Code. Test Report prepared by American Testing Lab of South Florida; Shall be s#rictl ' in accordance with General .Notes and Components indicated on Y P Report. rt. No. 1 2 . - d pa 1 3 01 10, date Navember23; 2090, signed and sealed by Judo E. sheet 1 and 2 of 18, of Product Evaluation Document drawingNo. (P.E.D,), Gonzalez, RE, 26-175. Tensile test report No. 9CM1 98 by=G2C Metallurgical, Inc„ dated. March 13, 2009, Anchors specifications .shall be as indicated on sheet 1 f 18 of Product P a ado.. signed and Sealed n ea ed b Frank Grate, P.E as er ASTM n`T Tensile g Y , p and ensil a Evaluation Document (P.E.D,), drawing No. 20-175: par QC Metallurgical Report No.,1 Oi4MA318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING Cp�L&ULATIONS• 7 1, LM ITATIO�IS AND CONDITIONS OF USE 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. 20-175 section 1884 of the Florida BuildingCode, Calculations prepared b TAteco P R Y r Iteco c. prepared by In and signed and sealed byM1tallerA Tlfl(t, Jr., P.E. Inc.,:dated 12/18/10 and 08127113 (for this revision), signed and sealed by Waiter A Tiillt, Jr P E 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 3. MIASILE IMPACT RESISTA�IIC>s 7.3. Product shall only be Installed into poured concrete, concrete block, and Large m' section 1609,12 _ ells 1m act rider $ iona the F a ' Building is u t f I ndaCode,:as per g pR , wood frame structures. SSTD 12-99 Standard and TAS 201. Produet Evaluation Report prepared b Waiter A. TfilYt Jr , P;E.(Florida License 4. WIND LOADA RMTANCE • No.4.4167 President fTilte Inc. Flori ),o oo, ( da CA 0006719)> 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind AIH1)iTl 0"p pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, A, 7Jlrrllt�isy 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 1 and 18 of 18, of Product Evaluation Document(P,E.D'), drawing No:2tt-171: e �-'j�7 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to ;k - work as anon -porous storm shutter assembly, as per SSTD 12.99 Standard. _ wATTLL �,,� . pp D�1 TILTECO ADMON RECORDS 1 P, E. REPORT.20I OLIAAL P d �N P Q 5, L'y�ep�AGE GALVAN12EDSTEEL STORM PANEL tDRWG"#.20-4751 REPORT: 20.0 � •- - § `4 �'v 1F 727�y < : <ORfD ' "�7� .• 67 =, E OFas' j1!llliHi111N111t44yt 1 /A. 2/4, 3/4, 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10. 6/5 SW/10, 6W/11 & 7W/11 -•_,,,ANCHORS: FOR CONCRETE SEE.SGHERULE.ON SRESTS 8 aN a— 3' it FOR SEE SEGT'IDNS DN S1EET5 tO E !7' W00D II <1I I I ( S� D.M., d@, I 1/4, 2/4. 3/4. 4/4, 5/5. 7/5, 'i 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, SW/ii & 7W/11 l AiCHM: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 k a FOR W 1 SEE SECTIONS ON SHEETS 10 6 it REGULAR STORM PANELS M & t1lA ELEVATION 1/4- Mel:. GAP 2.87 '�'Ii'� jD (\aN DAiRIPP �i YMOLE'tIMlEY} 11. W.- Me, : • i B• B i B Y i _. :.. NF _.i iusii jM ro NNd I I ( fi Ir' m i lie 7 Imr. wR ro �a, IrANNAt N ; arAT ON ; ON i1/4wamt` I I A )1j4v-m.f t II'm4 'I ,t• I I0.j5ay(a71.T3�M- , � H5}O�OIA. �'� I II6,�Sy80L3� i LIIMiD Hirt a FApN N �"i a IwRO >KT a CCfH "—'"i. o+F3WPt IWENO W7r i Fx.1H t0YD6AP 1 , I 104ENAP. , 3 rS I i iX i i It I 1 ; ' 1 Mr. i DF'L orr'L r. r/ MAIMFt r r 1/ I rr F it � � I tr ...i._. I I i y 1/4' I I �Y4V-,2Wt3/4` 8,5, DOLT. i i GW/ 7/0 , M. WANT off D.O. (W SON McHaNs DLI.Ea+ 7 (!SE aCNM4611 D BHffET 6) ; CGNCIE7EOR6) '-�ONCRE7E 6lDC 1E OR a INDCIt OR PEOrREMARED TED. JS DIRECTRFOLAR4 06 it jllRECT A SCA,r 3 -1' WA SCALE 3/N O+ •„ E.D. - EOOE OI5TMICs T1iZTE.FQR.SSiIN'-TRON DF SGCIIDNs (SEE SCHEDULE ON TIP & BOTTOM MOUNTINGS CAN BE SHEET B) COMBINED IN ANY WAY TO SUIT ANY DJSrALIATION. III Nc. 2D GAGE CALVANIZED STEEL STORM PANEL FP, 'BY; PROTECTION If11.O&4L PRODUCTS, LLC. °! M ENC. WO SA b, STOW` 20-176 M� p RWl N MMC (iSt�W-TM4 HAY: RI6FH6p-M1Ta7 ,I.r/MN rr R OlAe, !.E Ba14ANC Na r.- P2. n-sAs • - MNAT 3 or" ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET a FOR WOOD SEE SECTIONS ON SHEET 12 �� Yoz: 2.rrr r M. J .(MALL 42TILAP -1 WHOLE WILLM \S a. TO.81111M Al2 1' Nit. OF 11 I ! 1 4'iI--NNV I t J e l 1 I s. OfIL15 W I I W I"�e �I^' a 4i lliil 11 E� ��j �� li i�jt !€ ( 'I�;. ��'•.! aI� i, 11t f l i I II I i I (( I: r M" I_OM. I' min.j MAIL i ANCHORS:. FOR CONCRETE SERE SCHEDULE ON SHEET & FOR WOOD SEE SECTIONS ON SHEET 12 I REGULAR STORM PANELS ,(Pk � F_L£HATIUN scuE 3 3z^= 1/4` MAX. `WP OAKO.$HIP2aOjT WFKME 7P1LEQ 7 Tel OH 1,4' AUi% '�a �'CTIDH A -a fTvo.l SCALE 3/32 sts N C_ Cn O U O Q O 0 • c c13-00- 1--A C N � O CU U 0 {u 'L Cn C O C O CiS 0 O O � MQ LL — Ri > Cn — N rn te_ O CU E Z Z W J b O CV s ' C7 co a. C:) LL a. Q ` � �7 h pN 0 J48A i®I > I > 76 *2pU CIO C_ _� _+W-0 CL 0 U � ■ U) W LLJ z Z Q J d SHEET NO. SH 1.0. swmm OON �i4 ,.3l4 kt 1 L + 1. �°+nP NlLRw1O,p 1- " tTta Ta• ! tlalOFlT E - l 1 ! ttlAtlON ,AA1N„ 2` .Yi , 4uau Baas , , .. i .'/ r. 1- 1• taut. EDGE Or WALL , 4Y.W, wLBE,! w! 2.a r C: A/t" 13PCON Xk:: be, wm x rum Baas SEW". . __... 1/4- W6A. Irl .Ybitifi,RiYi1 SCALE I/4"++f" PNE LGIAItIq,D ►fULLJON SCHEDULE Mon L-JLL10N REOUIRFD Ma,. SFNI (FL) • TURF MULLOM - 4 W-6" 2' a 3' z 1/T1' A V-e To V-w 2" A 4• A Ile } W-w To 4•-f0' > a'-10• TO 8*-S' 2' A B' A 1/6• 14 ,, 5. l a Apt YALq i' D TIR3E' OREMEO:. SECTICiN i TO SCNE 3Je=1• NOTE: MULU N CAN ALSO BE SISTN.IEO W/O STORM PANELS ON TOP OR WM 30 THAT IT IS (OGTED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING w/ TIiBE TOP t BOTTOM) MAYi►11;1 . ,A-S& t}E IGN . t URE 13MG (RAj D CORR MAXIMUM �'MEI I��,j; NGTH Im SCHEDULE MNDIN (W4b Owy FOR as967AL7ATtlN5 AS PER SECTIONS t 1H167 10, ON SH M 4. 5 At 5) • BTIM W/ 1/fit 2td' SS " & W&WIT AT MOW ! M KI Kat OF POOL SPACING = E LE FOR REGIU e:TtiR�PA�!ELS �, A Ind IN„ 1 ATIONS WQ EASTING CONCRETE A CONCRETE BLOCK STRi RES (YAUC OW FOR PANELS(iD& 0RISTALLAT M AS PER SECTIONS I TIM 7. ON SHEETS 4..t 5) ollm Tee NN4N1 aAP:CENS•.✓� FLORIDA BUiLDING CODE N h VQIGDD Nu Gone Zone s No, 41&T W.Tgm, "�' 20 DACE GALVANIZED STEEL STORM PAOELa r,P: u,• iL ECOrtac. mlA4/�m PROUCT" _RODUCTS, U.C. rMM, .Mww €aw,c.w ANa am .1-M, ftM (w4)M M iMa4)0*s m. 20-178 f /&M /O1,1E t,H. •wp 4nene+: TaNMfpt MC MtliLTEN AT P,E A W1WdAl rcSA1. 7bF. SfNUTN +iS.3, -T'LO Y-S OR 1£$S 2 1f4` UMW6LTEO 1 7iBFU 6 87 +6a3• -72.0 >i'-3" TO 8`dtl" MOM. 2 3f," U.�N,1ED F THW1 6 t 7 i�.R-74,.0. >;'-6` /G 91'«y Mmc 2 tJI`::... • .. B +43B. -f83 12"-4" ♦kt 1i56 3 If2' � A $-a id MVa1RAd AS.D, OEM Rl1W. (P.Rra VAtlMU4: AMt2gWS >W1gMB 4 EA...- a 1/2' ^ S ,(i 1k �dP TN$N - MNiWUIf PAS. aEaDIN 'ti (tt:Y 1AF4gtN Cr GP-6WP OWt^W PuIEVINPE FfNN�E 6 PANESWIL Kn8 TO ClwCIi1E t 70 C4�9EiE is CadWEVE 1n ctlNCREiE iO Ca1�.}E C. C NIA N!A- N/A d' NIA B• Nf4 A• AtlA , iTOP) B• S5 WA WA S 1 (b0Tf0U) 6' N}A WA WA a" N/A. N!A y ({. 6" N/A WfA. N/A d" NfA. O" WA &• NfA I ( 4=563„ _7" 1. 6• N/A N/A WA d' WA d• N/A 4' N!A 3 t 4 iNIP) i-d' OR 1i55 0R IESS 4, y WA WA e• ts• r � 6' d` 3 (STRTON) K W/A NJA N/A e- N/A.. 5" N#A 8' K/A 7 (TOP} M/A a`. a• e- :B' d' 6' , t i Oa1FTaN) N!A W/A 12 1jT..- 8 Ifs' tI ,!I• 4 7/4- d,.lf4' a t/,•' -6 ,/4` 6 T/4" S (TOP/BG,TOMD. S¢ tAEETtl 1n t 11 � ANaidlf-TYPE ! SPN.W7B FUrt t147N1A1101i3 N30 w000 T74eff B,M.U•q. 1aWIxAt AtIp10R Atq MNNUM HOSE EM6MNOE ARE IA,kYL1E0 d 1fAE sllwtxTtt. FOR ED, LFSS T1aN tsptrATEn 6N eC4wVl+LE RMNNC Ana#R 3PACIq Br 1FWTBT2NG %PACIiU 9RKMP1 OW dE tl1 iHt PtlU&YMIiB (�• NTM Tit. OPEW4Tgti TO �: POSLUM.1. REDUf� SPACING owfNNFO uM,q FAOfOR sH,Nt Nor 1W Lt38 TMw MMWUM SFAC2Jn agra,TeD roR EAat am1,DI TYTE AT ANCFKRG aa�.W. NIt11ER t/,4 V4". 1/4Y V4i V4a IJa4 wta oTM-0IV tlut-w Io1�an ,p yI,,NOI gpOpp � 3 } l 3 2 1(2 3 '4mnv414An GNrw B,A 3 7 3 3 $ � T/2 H4YN ,1•grf4aMa,0a) ? 3 31l3 3tI2 s1/s N21f1. E:4 apwE OlipIICB r 3• 5m 5m - fm Ad - 3 , vm t.ua ,m (VALID M&Y FOR AS PER SECTIONS T THRU 10. ON SHEETS 4. S A, 6) Is1N11AM ASS. OEM M xum moon BPAL}M FOR F.R. • 3 I/2' - _ APa TO Seam I & MAIUMIA.t PANEL TAPOON CF TAP -CAP cM.K_N PANELMAIE PEMNE ID PAHSYAE PLUS SOLID SET P RNNC TO CONCRETE 1D ODHOKT1 BLUCA TO CONCREW To CONORIME SLOG4 TO CONCRETE TO CONCRETE BL= TO OONOR E i0 CONCRETE BLOM 70 CONCRETE '10 CONCRETE 8LOCK TO OONORM TO CONG'Fa'.iE RIM Nit' � of TIENI LDWM v (R,) 6' N/A N/A N/A a' N/A 6" N/A 6- N/A N/A N/A 1 (TOP) 6- 4- N/A N/A 8` 5" e' 6- 6' 6• N/A NIA 1 (BOTTOM) 6` N/A N/A N/A 6' N/A. 8" N/A 6" N/A N/A N/A 2 (RIP) 6` N/A N/A N/A 6' N/A S` N/A 5- N/A N/A N/A,.. 2 (WITOM) - 55:5. -12_0 61 N/A N/A N/A 6' N/A. 6` N/A 6" NIA NIA N/A 3 t 4 (TOP) >7'-S" TO W.8- OR LESS 6- 4- N/A N/A 6• 6" 6` 6' 6' B' N/A N/A 3 (BOTTOM) B' N/A N/A N/A 6` N/A 61 N/A 6" N/A N/A N/A 7 (TOP) 8` 4' N/A N/A 6" 6" 6" 6" 6" 6" N/A N/A 4 t 7 (BOTTOM). N/A N/A 12 1/2` 8 1/4- 12 1/2- 6 1/4" 6 1/4- 6 1/4- 6 1/4- 6 1/4- N/A N/A S (TOP/BO7TOM) 50.0. -53.3 +55A, N/A N/A 12 1/2" 5 1/4• 12 1/2' 6 1/4' 6 1/4" 6 t/4- 6 1/4` 6 Ile N/A N/A 6 (TOP/SOTMM) > B'-8' TO IV-2- -72.0 N/A N/A 6 1/4' N/A 6 1/4- N/A 6 Ile 6 1/4• 6 1/4- 6 1/4" N/A N/A 6 (TOP/60TTOM) '-B' TO 11'-2- N/A N/A N/A NIA N/A N/A N/A N/A a i/4- 6 1/4" 8 Ile 6 1/4' a, 9, 10 .(TOP) 43„8, -48.0 A. N/A NIA N/A N/A N/A H/A 6' 6" 6 1/4' 6 1/4' a (BOTTOM} 4* Aft tiss B- 4" N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4. 6 1/4". 9 (BOTTOM) 12' OR LESS NfR N/A N/A N/A N/A N/A N/A N/A 6 tf4• 6 1/4' 61/4" 6 1/4' 9O (BOTTOM) SEE SHEETS 10. 11 NO 12 MR AMMM TYPE t BPACRIO MR OWUL470M PRO WOOD PRANK BLUM hIM9MNIM AMCwR saN;nlas Afa1 HBWURAt EQOE OISTAMX ARE NQx: M ON THIS $041RLE. FOR Co.. LESS TFY41 NOITa1TED DN SLShEBIAE REDUCE A.NCNgl SPACING Br WAMYM SPACING SHONN ON SCHEOULE BY IUE FOLLOWING FACTORS. FOR M OPERATIONTO B1 POSSMIE. REDUC50 SPACING UWWG' FACTOR STALL NOT K LESS TWA 144MAN 5PA W NmCATED MR EACH AAClIOR TTPE AT lEOFiJL1. ANCHOR TOE i/m. Ile. 1141. 1/4-0 1/4. Ile. TNLOM CF T1W-GAP ,y,� tl4R-N 90W-tW7 p,,, mm"OR •WAM 00 3 3 3 3 2 'A 3 ..i,_ a-„c,+b.(A�.} 3 3 3 3 3 3 ,/2 O,V&q amnA. Omar OA) 3 3 atfE 31/2 4 31/2 AORK fA BTGOA r A-0 T 0 R. - - - - oa3 Y tm Im - ,m .0 - a,S6 Isis INSTALLATION QUAILS FOR REGULAR PANELSn & � . _ INSTALLATION QUAILS E0R REGUAR PANELS(J) & C1�I TO EXISTING WOOD STRUCTURES 1l4 _0 am uR B1 B N� w/ IN$ LATI { [III LLS__, C1� I�' REGULAR PANELSt 1 & i1/t PANEL UNI S t T e tl 11 G.D. Ir �y,I�•n @ /� l�jQ EXISTING WOOD STRUCTURES PAWL SEANnNiB w 1O a• -a" ,Mw 6 ,✓,• oc. Li�1 iw.1dT�1df D�TRU RES PAS FZMxE W & p�glp4{E O. -i-. iTT . _. AFL ,/4Y 1K fn03N d e' CG t2 , Q C. wnN , t oz Mpt TfaG1 .9 1. ` -; A W Gaps. A'tita '+ list/ tAO AGM/. f 44. •/,. fWlf„_ _ ®1,! a0.0 B, xFADEa ,iNt ALL S8i6RB IR!'. >_C o S , ;i i 'y i 14-,G PANi1lN7E PLi4-to p PLO f u-,o PANEIAW,E PLUS a?nAMab� a. i2• 1 ,. j�_ j� V4- D.C. W/ 1 7/4* +am°aO i+saa'i"° 4' ' 'ia inoo iww•,'aa7.aia - f M/4.,.Q +wa'm A1p.at ./' '�pM.R,A. L 9 f #O a wpoa Nrscer. C; t �!. f f�DED PENETRATION ro • ` 1,11KAbm PETKTRATN7N m iRDOD ' v TFatEAOED Pi'NE7RATwN ro E1.61 M, WOOD i f ;zi`. �! E osm WOOD HEADER Evvw WOOD HEALER 4• n 1 A,r,mT N �•-4 _ 2 ` ;I 2°•r� m `Y ,+�4 ads t ys" 4 I v ' Ivy , .'# 1 mM-�I t ai'-d`il; 1'ac 1 n i 1 k ED 91 ; 1 � . + HW, i r w/MM.ta� a1 RRRA i • j ' ; •, i 0 ...11 F, ; f. i , `t i Eta siva e # ' "EiaRrmgdd �p n 7 q `\ , t i Ayy b, tr3 ii .� Et. E0� wOpD NEADm a t/4-:ac. I D. 1 REQ46RE0 Will � � RSbO MAOtA 3 1 , -.. /'i1 � J:j�. t i ! tl !!!S. ; .....Y; ,1 1 Ms r m aAaE 1 xoat OASES ! I �. AOwrl't I 1:. Ep T 1 Noouat0 k wtan tFAaER ' 9 L i 1 - ' , SEE SM*A" 4V SEE aCiEWLE ON i 1� �@ W eiwi 1 k 1 u•F£ S L a+ 1 SHOAT a i S,tELT tl '° A aPN,nn, 1 FGR UK ! , A TaFt Mat. SOVAMM ; ] FCm tRn. SEPNMIxN ro m LL.MOUNTWO I i j N�TTVE 1 W �jL*ERNAi �W TO 6 -. SC+ALS 3fCt' SCALE 3fY ( R ,.: , • , ' �_�� °:✓ INSTA(lATLON -ALTERNATIVE 3W • �^ ,frA-tan 4s r (SEE N01E 1) V4. 3a 1 ;g CSEE NOTE ,) i 1 +s 2m s (SEE ND1E ,) d _....-T: .___..... � MCA. PAWL LENGTH .._. � � Max. PANEL Lk31G1N MOx, PANEL LENGTH U -."- ,( Rq,� 1es wf Y/TrA : a ,Fs wf T/eY . tile. W! tt • w. . - - 12- i SC►L@ 1 JI' - 1' Ana I u tir tK }2•y,{,• w,oa.' 1 L 3/3$' rsa riot---Y�'"''y a WMa RDr ` 3/g• „eya nor 'i- '�,i NFC aR I,A' kNab OOt i 1 ( d fl#Ni OYERIM ' i �EVnrf OR'RN � d EVERY A'OaM , 1 a _,_ aoR , NPJMm L1.K I I SEE SOHE xxt ON -9"m aon AUCAW wr.A,N .,wm SEE S(3aDUlE 1 3"-` FOR MIn. suhANATim 3 • FORSHOO. ! r, ) 10 GLASS. 44 1 e t2 i d4 i k F i i or IV >�t1t f .� SgMiM1gM 1 j E141t'F +' 1 - > .ALA mrMA• r PAL m SASS. e T L�hiTAI+LATtON ALTERNATIVE iW Z „ Edid"lr «« a I ' E £ s x Mwnm Mumma wx i , S#y i 1 ( EO: y/ f. R of 'S.` X•MAxSEND rI4" . 1' i a 1 j : GIP I } , -1 CEILING k FLOOR UOUKiNG WALL 4 FLOOR YOUNTiN� EO I EO EO EO jyTALL 1EOIINTIN& tNST�jlA7fON _ AL IATIVE AW mSTALLAT)TNI3 - ALTERNATNE 5W to I ED 1/2 1_ (SECTION AT T(W is UNIFIED TO +S&S-67.0 MAX. SM 1/4' -1' __..,..! i • „ i ;I `:. � . � � •. C - i i ,c IMSTALLATTON - ALTERNATIVE 2Mf+ E0 j .rx4- ;, (4, , 1 ( was HALE t- "• p�,..,;�°e 1 `� eisls' nicPaur r p .+;i ASM. DESIGN PRESSURE kATM ) L.T. L • tAh 1v, C( ) s 1,, I� Wit ED. t a I!r a.e } t .. ; ; D.. ' 1 1 _.i_..._J. sGtE 1/4` -'" scuS 1/4` 1 } 1, 1/y D .6/6 tprq eUstpNa , 4srz./�y kl° ° 3 1wK a' C b°.C. 1 'r ,/4Y uc SCREWS iw`ico+ # i rae Pans w m 6"-rr`N+D a 4 my i ! L e a" O.C. wit 1/2` , r 9 2'xi' WDFTO ( n { T4-10 PANDAKM PLOP' 2'x+" w'OOo i rQ r ':a.• . sw • ,: ;n" tAf. i V4. O:C. PaR wNReS UP TO 8'-e" Mpi. q '[ 9 1 . i # �, OR /#4-fO PAtaAL,AtE FEMALE q 0R i 4 1 L /��y 2 r4 wDDO WL T1aefADEO nr11ELANIE FLliS a t2 ,#2^ rb s: 1mN , i M ' I a'�im4 , a a' TERYATTVC" 2W ALTERNATIVE 4W REOUwr71 i k a a , 4" o.C. w! - 7 ; Jt. REauIREO I i PEnmuTron a `0 ? 1 if E ! + /a' f 1 I MgMAD'M oP PLATE ,M :. ; ,�y�3ls TtMEAOFD PEAt1R4T14N Ia 2'a4• t9,VE SG/3E 3!B SCALE sfa.•,• , 1 j{ TtUtF.�EO PENETRATION o , sY IN. SCRIMS o ALL LE rx E P to aDWi P1AtE rTxe ,. } ) MAD WIDTH OF PLATE t ,m lYu, A4HOAft I II ALL iENGTN4 UP ID tl"�-a' Lpe� 1 jO.C. STAGOIERED W/ ' ii 4F 1 iPOyi'SRATION t ' .p- AT TmAWm1t 0A` P1A7E - V'-- -'� 's i.,d- ,) vA ,NSwB • r w,. iw DIRECT LAMNNOTE rA °I°aaAFa tmr 5CALE.3/6.,' SCALE 3/8-1- SM&E 3/8.1• SCALE 3/8-1• SCALE 3Aw, trouNnNG 190-11 i�SM-` SECTION AAW osm"O 1. INSTALLATIONS FOR ALTERNATMES 8W, 9W 3t IOW ONLY VAUD FOR , $• �,MVT�•f1R p,'it lfAiy, SCALE: '/a' - 1' Nog t: ,0� p`7it...BUILDINGS5i A.S.D. DESIGNlLOA05 UP TO +43.0. -48.0 P.4.t. AND ,+`AAA .. 1. INSTALiAMONS .ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS @ -� ,... ,, +?` s�.� ,p S ��... '•LJ �A,?. �; • ,., d 1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS 4�:; • G€Nate+.. 2. FOR NEW WOOD FRAME CONSTRUCTION:' W000. MEMBERS TO BE SOUTHERN UP TO +55.5, -72.0 P•a;i: AND PANEL'5 LENGTH UP TO 8'-8'. z$: �}CENS .Q ss I1.ORIDA HULLOING CODE. Ni h Vekel HuTT•ieDna Zone. ALP 70 +55:5, -72.0 PSF AND PATTEI.'S LENGTH ALP TO B'-8`. � FLORIDA BUILDING CODE 18 h Veloei Hurrfoon• Zone PINE NO. 2, W/ SPECIFIC 0£MS17Y OF O:SB OR EQUAL. `Sf f s FLORIDA BUILDING CODE (High Velfelty. Hurricane Zoned 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - r - .}t - PINE NQ. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL = m�,uttrti�. etC rs. 2. FOR NEW WOOD FRAME CONSTRUCTION: W6O0 MEMBERS RS TO BE SOLRNERN 16 s 14m TIMM MC F.P. Q1 TAB ¢c. rr. 5 N0. 4167 'f 2D GADE GALVANIZED STEEL STORM PANEL W" BY.- PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f No. ; �(� 2D GAS C41VARM STEEL. STORM PANEL aRum � NnTF PTNr COMFIINATt wA QF ePCTTaas � NO• ° 20 GAGE GALVANIZED STEEL STORM PANEL ORION W. _ *- * OF : ' Iat>.,r a'A!ffi/2oto TOP & BOTTOM MOUNTINGS CAN BE z*': '""• NOTE F t(D++ ttF E 3) - OLOD& PROTECTION PRODUCTS, U.C. Si 1 PROTECTION PRODUCTS, LLC. o �, � GLOM PROTECTION PRODUCTS, LLC. : ''• ST DF POE NGEE (INS&M of ter' r �4 4�a A 5 `.• St �L E r'Iir1 ENc. Tars +: - II L O INIC, OLIO s,W..61 SmEn y"'0. 1" • Is4} ``�. I L- #E, C O 114r. - 4Nn S.W. 1 N r a1vE, COMBINED IN ANY WAY TO SUIT ANY !) •, AC QP r t GLvw FL 33314 s 4 •• R SIN�r T 333,4 INSTALLATION. �� O R#� 4wo BW. 3, s1mE TOP & BOTTOM MOUNTINGS :CAN 9E ,c .. Rl Iw t. N,e•AWY - mMrAN EwMffi. r �`''- . ..' Ma nAa1[ rL 333u �..... •.. 2O 176 TOP h BOTTOM MOUNTINGS CtU( BE " R •_..:... Y T ; ANY ,. ..•• • (1, r`� Ww w,: a aa, waw;: nwaAE w s+w P?+ . EMN)etle-rw: FAA: tap4}eeP-e2av yi,. ,a' 3m,..a. r as amacaerr n n,ora: (W)M-TVA I'Ac (asTlmaP-am A 2D-i J6 °a'�SLS -., • i� - � W,4 3K, x, AY AYa1iGA, 44MS•, n u,4A PN01� (Ba)baB-Ts4a. FAX fe64)d0-piw 20-176 COMBINED IN ANY WAY TO SUIT ANY H FSgi � �. ,..., uK a,-,m.,b : (uy aN-ts, rz aRas,a we rj ) }i(. 4V rr ; pm3a,-,sw. r„ w Eaavn. rs w 4. sss Ms Ns •Art- a COMBINED M! ANY WA 0 947iT An`�s31 k� AL- w.- : ow or -raw . A.., GMM m«ms NI/ INtn07 1 mm to OF ffi , _ _ r - _ - WNW 11 Or ffi , _ _ . _ _ MwET , of 2a iNSTAiAA71t. bgrM 0 AL 11N' �! wWyEx a ,wr1AI,.. Pt •,` ` ,"' w.nr - ortnprK fM: INSTALLATION. r'AnAFIPEI 1M - t >ztA�3±.tX rpumrAnurf0s, P.0 ,,,,,w �4:4t •� rUir LN scu/sww,il/aA,E wwnw°w1k. P.c N N Q � O � O N ca. Cu � U (n a) � Cu 0CaCIO O O C 0 0 i) ICU.� C O LL -0 � E N O L CONCRETE ANCHORS •-•�\ (SEE SHEXT 14) CONCRLE moon s� FLOWS CONCRETE WALL MOUNTING INST TION MALT ANO FLOOR MOUIMNG INSTALLAM - SECTION I SCALE 3/e- - I- - SECTION 2 SCALE: aIe• - i &TDaM NEnFC ON In rsma PANEL "Pmm ,NCI EARON 1. LIFE SAFETY BMW PANEL CAN BE LOCAIEO AS AN END PANEL (nRST OR LAST PANEL) OR AS AN INTERIOR PANEL LOCATION IN BETWEEN O LIFE SAFETY PANELS MAY OR(tA4Y NOT BE INSTN.LI.G ADJACENT TOANY REOUiAi4ANELS (W/ OR W/0, REV" TRACXSJ 2. LIFE SASEIY PANEL CONSISTS OF 0.039. OALMAIIZED STEEL STORM PANEL AS PER COMPON ,. SIM 2 OF DRAWING, THIS PANEL A1.Ld1W5 FTSELF 10 BE RENOYED OR INSTALIEO FROM THE INSIDE OF STRUCTURE. . 3, SAFEtY` p CK O( CALM Q t 80TRTM TRACK TO R �REQU� CD PER 2 OF THIS ORANINGL � BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS i & `�aVA A ••'1 2 ON THIS SHEET, AS WELL AS DETAILS i a 2 ON SISEET 14. =aS • v 4. Mtn. LENGTH FOR COMPONENT 4DIS 1S". ? ( Mm1 A11CN(tR 9PACINO FOR CGMPOEENT VANCHQRAGE AT BOTTOM 15 GM ON : SCHEDULED i. t 2. SHEET i4, COMPONENT ($}MAY BE PERMANENT 09 REMWAOM 6. SEE DETABS FOR DWALLATM INTO WOOD FRAME BU ILDNGIS ON BMW 15. '• 'Q '•. syiO,e�. aA SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE RMALLATION OF NAr S, SPACERS AT TRACKS INSTALLED ADJACENT AND BEYONO TO MCCO/WOOD BMICS. hqi ■dRAr1■�<11tIN INARIRINR>fiAof�wis��'(�s1rNlrlwlNf/ellale�i9EBr�Isi!#M W/O REWLAR TRACKS -.. (5€E . 1 B+ZOW) •LAST PAd51 to TO � NSTN LEO AS OPTION AI FOR LIEE SAEE STORM UPE SAPEft' S'r. PN4EL OPp4INO SHM1. ALwAYB FRONDED wW// AFAR FFANWE To FACEDAE. N91'NLATCDN W INTENDED REMOatD PwMA INSIDE ELEVATION OF STRUCTURE,ST0R SCALE 3/32'-1' 7 ! I # 1/4• U.x. 1 vr_ m PNakS. OLLiER1YOE LOOIMMNi SfE N�iOiPE t�j SECTION H-B SCALE 3/32'-1, %s f\ /\ Af1v_w - - IN 1 Idl OR D TE AIL 2 ; FLOOR HOUNTIN�i I�At 14� TiON APP ICABLETO MEDU Sr L MAXIM 4�M A.S.D. DE WN PRESSURE RO NQ (ze f) AND CORRESPONDING MAXIM PANE LENGTH F'L" SCHEDULE IA�BLITASMME ,1''a mTTL6F 5 4 & 3 WOLCA= EBB �,dT' SYSTEM ON 9HF.E4 931 cere ry c1`S%iM pANEi A� IAPCON OF VP- WP a"-N {Mmum FEMME q nwE1WTE PUb. T"fAwE TO r/iFf�RE7E TO CREMETo BUCK TD lO SECTIONt N>q SIOM Fl4CM1Aa :PNIEi LPIG,IS L' 01) 55.0. -720 6' N/A N/A N/A a". N/A 6".. N/A 6- N/A 1 ,4 2 j W-0" OR LESS 9" 7` 0" 9" 5" 9' ti' 9` 9• 9- 1 (aOTTOAI) S" N/A M/A N/A S" N/A 6" N/A 6' NIA 1 & 2 NP) 455.0 -72.0 9• 5' 9• 8" 9" 7 i 2' / 9" 9' 9' 8" , (BOTTOM) T0. 7•-6' +SS.tl -72.0 6" N/A - N/A N/A 6" N/A Cr N/A 6` N/A 1 & 2 {TOP) : 7'-r B. 4. g,,, B. 1. 6. B.: 6" B, 6" I (BQTTQM) wxwm A.SA. NR6SME 1 mw a SN M. mm TM OF NINE, ORE A mw a r MN F ft w aF MgeE).DEM. �ONa j t . COF 1TO FiA16MUM Pam. 1iMNSTt1 "L' (TttJ. K-49u E +49.2 -$IS' 3• � 3•' 4 1/2` 8 4 IZ • 2 OXM W). 7•-6. OR LESS +52.8 -6134 3' - 3` 4" 2 (BOTTOM) 7'-6" OR LESS +55.0 -72.0 2 1/2' 2 1/2" 4` 3. 1/2' 2 (BOTTOM) 7'-6. OR LESS +55.D -72:0. 2 1/2- 2 1/2' N/A N/A z (9e7T0E�) 7'-5` To. s`-v +56.0-72.0... N/A € NfA 3' 3 '2 (BOTTOM) 7`-6` TO MA•pRN A,$JA dSIII, Ilm,. PN,G IAr1MM rlw*p8 NnIM tAArJ. t' GU (L1I sc„atp IMNA•AF 86NAA1Wa � aA4I _ PNrLL OmKn,on ,tsa. -Tsn g-a• 2 3/r w•aIm SEE SIM if fort ANO"ORS T9T4r 3e 8PMN1W :DR INTO aDOO FRMNK BUEO�Tb. aW"u AN OW4 WAON GS 40 Use" SDUE OdTA4O1 ANE MIpCAt1D am Tn8 SCHEDULE. Inn ". um 'OY.M ISp ,= ON aY IfFi19CE AXCIgR SPATWq 0, MULTIFLYNO %-0c 3i 0400 ON SCHiWLE of DIE FOLIOWNO FACTORS. FOR INS CPERARON 10 or POSONE. RFO m S"aw 00T01ED uw FACm %mu HOT of LESS i,'PAS 114AANd SPACING INDICATED IN EACH MOW TYPE N' ANCHON LOGM AiFISITR TIDE / ,. , •. /4 4/4Y 1!,'1, 1/41. WOW ff ix me t411C-p eAa A BPALVNO NJ 1) 3 A106!•IFI.VkE ( '3 3 3 3 3. RAAW YSW OS.): 3 3 s 1/2 31/2 4 MFtL:E3► 0970E FrAm 2 _ S Im tm a T ti - ' LAO ,• ,at INSTALLATION DETAJLS FOR OPTION j 1 FQR LIFE SAFETY STORM PANEL SYSTEM 1f„'AG 3 • 010' W/ INTO EEXISTiNG W D STRI QJURES I .-.. TGoixis ew wi TqN Act to - j DR ommm REIX11TEt i i N HWLOFR - E1{,M SM 6 z 1/2. O.C. i ALTE M11YE i ALTERNATIVE 2 S��4WIM• M!G1R1E VIM,i 1O.(UeWTY T 2 QG. OWN SR t 0. SOFA 1 . � To a,Lss. i i' ' EO E0 i . OR �4 i T OOD PLATE REMMIED 1� f �• ALTERNATIVE 3 ALTERNATIVE_ �1 [: r,T it tk% / I tf2'. I/,1D.43/d' LONG 6MJ3I iP/9FWlG wf ,r,•• lO PNIFm R FEMALE q OR �,LTERN yr WOOD FRAME CONDITIONS n A ANCHOR LOCATIONS pANDNATE P17S8 O E• OR w 1 V2" ALA. 0 t TKREMDI PENETRMm1N m wGla sum 3/tl• -.. e PLATE HONE': 9R61ER TRACA4 11CT SHOWN FOR S3r,M'r WALL MO NTING. INSTALATION ALTERNATIVE 1 W MGM 3/a' - i- �: 1. NSTAUAi1GNS ARE OWLY YAW FOR BUILDINGS MTH A&D. OPRON LAMS UP TO +SM. -= ,rt AND PANEL`$ LEWGT71 LP 10 6'-6•. 2. ME NtN•T. 2WOW/ SPET.InG 005 OOR EOU4.. TO Ik SOU"M CnfJ -4-0 U) O CDL Q U cu L Uw�/� VJ W Lu Q z z Q J 0- SHEET N0, SH 1,1 ANC710RS (SEE SECn0N5 ON SEEM 17, 18. 19 a.:20)_ 3'3' VAX. 3�/it, aAh7, SA/NA 3dj1t. ,Bff7, a9/tA 3• VAX. �1^ M91 ear/tA 7Aw/79 k !Aw/26 68wjSA 761Ijir a 66wf Y MR. D.m.dt / Ey ( (} 0 0 0 0 C in PAM)L �� Paai i f eF3N�AR {j1 [ 1 wm - .�. s A { 3 # +f `!At°A___.A I _ Amm LENGTH SCHEDULE). {{ I if [ a--wN: NF AT lafT «reax MAX. SA%#7, W17. u/+A 3a%i7. rg/it, 6B/1A 3• aMa/1A 7AWl19 k 6Aw/20 ✓�M lawft9. 7Ba1l19 k.NNr/2C MIN. (1' M91. t' w. ------ -ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 de 20) OPTIONJ2 FOR LIFE SAFETY STORM PANEL ELEVATION �y SCALE3/16•-1- 1/r iam Pw -® 2SW 1af+E'9 UTE SaFEIY �i 'Li TION A -A SOME 3/16•-r MAXIMUM A.S.0, DESIGN._PRE53URE MI NG (ice.#_) ANDNo, 44167 RRESPON0180 MAXIMUM PANEL LENGTH %!! SCHEDULE 5*� * i*x FLORIDA BUILDING CODE Ht h Va Nurricane Zana shp� FC{)RtDk,;'�� a Tcroc9. e+a 2D GAGE GALVANIZED STEEL STORM PAWL �,Pr ft ��.. \ a t�"-�- GLOBAL PROTECTION PRMICTs. I.I.C. a'F' 1 I C C LNa. "m x9, at STROD ] xk erw aa.Y. PHONE: (paa)#ae�M-i•S VAX. ('ffi,)"o-ata7 20-i78 cA-bg0a7ra r am..ae". as bNwrrm Ns PE R4LTAR A «n P£ 4a. 'N ] UM to W. m MAXIA4U\t A.S.D. Ma*• PANEL LENGTH MINIMUM DESIGN PRESSURE WALL L (ttj SEPARATION PANEL RATING (p.e,tJ (SEE SECTIONS) TO GLASS C(t!ffiIT10P! +SS_O, -72.0 $•-9" 2 3/4• UNBOLTED 2.00a' �oJ SCALE 3j8`.1" SCALE 1lOT5: 1. 115IALUTgP6 ARE 07#Y 1V+lW MR BIAlDRi03 SRSFT ASb.I»# UM105 UP TO rSS,S. -7Z0 P5: AND PANEL'S LENGTH UP ta+ to e`-8'. 2. Ftxt NEW w000 iR7AiE »k wooD LEOIeER. To BE SOtflHERN P9ff.' NO. 2. W/ SPECIFIC DEi6RY OF OJSB OR EOiML PN,FL'S END UP w/ HiiMliD EDGE. ROUNDED CORNER � ENDS OF PANEL'S END UP Wj HDaMED EDGE. (N ss} Tt• LONG 8083-TSAtum. ALLOY 725' ISOMMIC MEN DETAIL A z.oDD' t25' ,789" V "�L;�AIEK CODE MINEEmm #23" tam' i i 'L123` I Q 3�xs'"((�+). /.��M. TINGLE'. INSTALLATION COR f stair To it 8 if TAPCON OMER WASHM ANCHORS DETAIL F0�' OPTION FOR LifE SAFETY ST M PANI<L SYSTEM II�.TB EXISTING ,POURED OR CONCRETE BLOCK STRUCTUR S ._ -�+' TAPOON ANClMRS �i" TAPCON ANCI101N 1 +' TJPCa1t ANCFpRB 4' TAPCON NICHORS f i a0. ( 09 O,C. C O.C. POtAtED 117NCREF� I -� POUWElSCWEtE. i P041ftED COfd01� PPUWEO OONCWETE BLOCK REWIRED r 1 �K. gEAtWWED .f. �M� € � WS�aCi�c RE 0 .f u ' ! ' MMlruu AVr a ED.+ � I s ,, ,1/2' _= 1/a ►-.2oa3/,`s.2. ees. Wj ,^0-20.3�+•s.s. ras, w! �i/T Ch3/32' wWAi NUT wASPRR I I 32 wMG Nut �r,�7 e'P a.3l32" WR#. NUT � 7 ' 3/32• watt � �... +� eR rp f2 1/2• D,�, � � � wisHeR (xw) { ,,� 1 4 TAreaN ANCHDNs r i 4 rAPcor) ANCNaRS o s ilz• a.c. ( _._� tj2' a,c � s tjx' D.C. 1x7NT�t(� � �) t a�il'WED CONCRETE wj �) caWCWr'sE as caNaRLYE BLOCK OR CONCRETE �OE]t aR � INOCtc "-•r° �(ImlIjING )NSTALLATIDN VW WALL R �isriue'naa YrrL, u� REQUIRED 1 •noN WALL uouwrtt�cs 'r�r�x e R€S3� �€L a u��.'�� b tzFN.a �:u_r, l.lJ.&�_�,•�. STYLE 3/0•-1` SCALE 3lB"-r' $cA7.E 3ja'=i" - €�aE 3/>'�'«" a"�1#H#NitNAVMe R p Tll.�jj. ���y�;:�CEtrSF�.:�`� WAS � FLORIDA BUILDING CEDE )D h Velocity Ntaerfcans Zoned 2(I GAGE GALVANIZED STEEL STORM PANEL Fr. 4 DRAIN of; �--� GLOBAL PROTECTION PRODtlCTSa 11.C. 07 ode tNt. Sena ar: 31 tmEer «�:. ""M"1W .:. R>tf-aata:.nua (ae+)SaS-er97 2D-t 96 t, itia - Pcm ax as .p..w eenww. 11RAMNO wm. NN ,, aFA4NTONNIt4tEj`+11TE. Wk... i A^�a®77JSu; P.I?. a. .:. � ¢MeIT 17 OF 26. STRUCTURESWOOD HEADER REQUIRED ow too mONCE sowmmmm PIKE aLE miEEY tpk k# #� ANGINiWi TYPE « aPACANG FDRe1T6TNiAY14dlt atm WOOD x9a1aR TTra 1/+•. VPaN, INSTALLATION DETAILS fQN OPIIQL� 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD 1/+'0 TAPCON �q 6' O.C. -. 1/+"e TAPCON O 8'O:C. HEADER7nIXa Ai 1Y0 "" t 1 gc 6'f700 OiFAOEn � '�� iV000 HEADER REOWTEED t °. 1 ro +A: � i W Aiss� 7' Maz. !)1A55 1• Mm. ' PAN4 LE716TH - PANEL LENGTH ON - 4st:E eA?E 7 eE1,GvC tj,•rzDaL• I (STHREAM AT EE NOTE t BELOW) CLASS7s�fs, us. w ' Al ' 1 i 4 i 2.*a. w06O 8'e x 3/32"-WmaG NUT 31s1' WIND mTt R��O. 4 41 # WASHER o e tj+• ac. ; !t � WASHFn a leLYar�1) i14-1D PNhiWTf /1a-lD PMffLWIE � `^ I " [ • O B 1 j4" D.C. wJ7 8 ( 0 6 t f4' a.C. W i 7 MM.MiDVrAni DFBE TiDN � t ' \ A MtDW WA I 11f01!)NT)HG )tf4TA T `Tr�DN �wAt NTIN INST I L iT)ONI At TT19eso1'r}yfC �iW ;yML1tHNINt 31it7+la.�Afii rr. '3eta:.._ b REGiJLAR RANEL '� Th R Td>(( �� �. ►�u►nY,F 88WEAMLL 'Sreic 3j8•ffit' ��=•'�GENSF •>✓�A s, SCALE 3/9 i FLORIDA BUILDING, CODE (High YaIDcItV..elulTfcana Zona !� s �O $$1MDBAIL 67 BEd atEca Pe 20 GAGE GALVANIZED STEEL STOW PANEL oroiw en t. INSTALLATIONS AlIE ONLY VALID FOR BUILDINGS WIT" A.S.D. OESKNt iCA4QS � UP TO +553, -72.0 PSF AND PANEL`S LENGTH LIP 70 e'-9", � .o •.. ATE •'�/' g y� A PROTECTION PRciiiucTs, us. 9aE: 2. FOR NEW WOOD fPJJAE OOIATRDCtIDNs WOOD MEMBERS TO RE SOUTHERN •Q a ■ � L !► V litG. ,,gyp slr, el s1P3iT 2G-i78 PINE NO. 2 W/ SPEGi7C DENSITY OF O.SS OR EOLOAL- y .R`''• aNAF, FL 7]],4 � {,�, ,.-.•.• �..a,�,>n a. xa a�u++ n aara PeAk�. (Sa,)eN-Y6u, F,a: tess}ear-4aa'T t4 ♦ m-,D9n . # v j sH-nm a« aul.r exww. f10RNlo No' �f'w�NEa ON1N ifatTe RALtFa A#8lJT��„ Ra, w akmY to � sa 3'/24 M eOP#E : 90aq 1 • j2{ � r 4'/24�• !'o IEEE NmE z acorn a wAa [tR (t� Hill [ [[ t[wrE[RII ( d � 1� z a . 9ELor �:O W/ � W � 5>� 3EDaWu aN s1RET sa `�ai9w /0INTO @ t VSi PIAtEt {}j TO BE MI6TALLED AT E7 °tw"1rikS'Fwi1ACSI�irA�TE .. #' tNi'EftpEH TD O3E INSTALLEDFWE+L yGaLL 3/32'r f INSIDE OF STRUCTURE. ,/r M+a. CAP - y1f4' Sea. GAP alE�i!!.� .10� Y aA�•A, (1), nE �uETBE'8 2DD0; E - 2 PIANO STORM PAtap. SYSTEM CONSISTING OF PANEL + CPaL TNAYSE^ TOp I# BOTTOM. (2). ! PANELS SHN.L ALWAYS BE CaONECTED TO BOTTOM TRACK OTNf:7lWI5E A STOP BAR (SJ SiW.L BE �PNOVIbED AT TOP OF SUCH PA1015. (3). ff EtiD PANELS !� CONNECTEII TO @O3TOM tRACk. CONNECTION SkMt.I, CONSIST 0€ #!•'e J-20>4T/<' M.S. W/ 7/8Yk3f82° k�Vi NUT OR T/raa3/a` Wry THUMBSCREW E FLAT €VAK.Y:S OF END PANEL. €ISiFNERS MAY BE AT EITHER # TWO (+). 1N � THAT END PANELS ARE NOT CONPiECTED TO BOTTOM tWapt {I.c, A STOP BAR N ONLY 1.5m AT TOP) RT LEASt 7W0 PANELS SRA4L DE CaeNE.CTEb TO BDTTaA TRACK l�9JG SPECS ENDICATE#) ON NOTE (3) ABOVE. 3N SUCH .CASE. ODNA'ECTASI OF PANAS ?0 BOYi03A TRACK MAY CUR AT ANY PANEL IOCJ,TpAI. (5). SEE SECTION 1: 3' fie ,' ON 'SHEET 24. SEE ANCHOR SCHEDULE LVP SHF.Ei 25: ......,, Mom: 2 /24 ` t•f24 /' 4 tea. P�AFp2�, ((9E NaTE S 8E1flN) AWL. C➢1/WE,E ANC4aPa 4T19.3� 3` Mox. f3EE a7fO45.E at m1LYT ffi) -'irt 7' Z. aD z •L• + iRT.OR iAll OSHALL BE Is WING Mt., ACTIED ON ON CAM WHIEN END PANELS ARE 11 TES. ON BE IND r LOW All*" fft SVIMZ IV A'yT� � a� 1/T , 1fY AT rAMEl4 MIEWIOR PANDS:. ,tr O s lAST PAMLT._ ({) TO $ RffiPALL€D AT FAG} OPE19N6 9NLL uwAYS � pRaYOED w/ AFAR IMHi11E 7a FACN.IfAtE RtiiTA[tAT10ti � r�9uaro ��piSTAutD Ft�M y-=f,• Ynr. DPF 1„•.Nnw GAP, 1 � P+uua`°r�t'ro" LOU ' • I- (1), t7FFMtirt#P1 cr,ius inns: E RILING STOFW � TTfMPdTS AT �k F+Wtlk�Ui LPL tPANEL 5 + �kT BOTTOM W! P#IDAWTEA (2). ENO PANELS . ALWAYS BE CONNECTED 70 SILL WALL BY MEANS �. DESCRIBED fi� �(wj4!-2D/,7/s(;Px�°� �.,t PANELS (3) ��iTOM BlJ! END PAWLS PAT�dS ARE NOT (`A�7N1ECiF4 TO jEi6}fOM 7RAG(�7ST(� Li4R (pJ SFtAL1 BE PR4'ADED AT TOP OF SUCH PNV€1,5. {,}. FOR B6TALLA7xXtS WHEN END PANELS AOYO SOME NflERgR PMEL,S ARE IxRECILY MNY BE USED SOINRY WLLtR�K� � � E4EWATIaI�MD WJJ TWO PANELMATES TO NO M1R. EDGE DtS)'ANCE, FOR THIS 1NtEPoCat P+W4_ USED JO Y w NOT NLYb TO LbHNEGTEO AMR, ANY MEANS. TRACK '.� INSTALLED y',�iy TOSff R o EAIpr,A�S AWED B1' LEFT de RICPTT SIeIE 4)F PANEL} r.A§F tf.. _i3Il •:..� SEE SHE@T 79 k 29 FOR ANCIM TYPE & --. SPAaNG iDR p16TA0A1AM0 INTO :'� fen, AeagA 8N1Cp1P MS feMpgM.A SPACINGS NO taNMUM LaOi [SSTNLC6 ARE idaC.ATEO OI, 7}Ba ammxBlua hneb.w) ] 3 ROiWAE FOR FS. LLS THAN tWIU1ED ON sclrfiDut RmISE aPAaNG rW feA.1lPlYwO 9PAt:H6 mean+ ON 9u#Dut /taaaW ABRri. W � C099IRA t'>Mk19R BY THE TTx10ea0 FADmIs: T� TH5 a>EM71at ro 9E POY�S, _ OaTA91Fa USING FACTOR 3iN11 NOT- [1£. LESS iHN4 LwWePA 9PA6�iH eOIOAtEa FOR CN], ANagR TYPE ON T48a SDiEaut im ,.,._.._ 3, AFAIFpA! VA! Nt E-2 ►IA116 PAttEL. _�_'_rT=� 1. E-Z FNNO STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D-) HAS BEEN VER9'ED FOR COMPLIANCE IN ACCORDANCE wRN THE 2020 (7th EDITION) 4F THE FLORIDA BURDINC CODE. DESIGN WIND IGADS. SHALL BE OETERM191E0 AS PER SECTION 1620 OF THE A80VE MENTIONED CODE, FOR A wtAm SPEED AS REWIRED i3,' THE JtBtASDIGlION WHERE THESE SFRI7TER2 WILL 1'B: INSTALLED Mp FORA 7-18 AN OIRECTtOtiALItY FACTOR Kdd0.8S. USR't6 ASOE D SHALL. NOT EXCEED TFiE MA7DMUM (A5,O.) DESIGN PRESSURE RATaKr5 INDICATED ON SHEETS 25 k 26. IN ORDER TO VERIFY THE ABLNE CONDITION, IAnMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. OE5ER, 1wNT7 LOADS BY MULTIPLYING THEM BY O.# IN ORDER TO TO COMPARE THESE W/ MAx. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON sti!-EFS 25 k 26. W ORDER TO VERIFY TltAT COMPONENTS AND ANCOif'7R.5 ON INS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33E INCRFA4£ 9, ALLOWABLE STRESS FOR IYWD IiDADS WAS 1YDL USED IN THEIR ANALYSE, FASTENERS SPACING TO WOOD HAS .BEEN DETERMINED R1 ACCORDANCE WITH N.O.S. 2015. STORM PANL1.'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS liEP3t VERIFIED IN ACCORDANCE WITH SECTION 1e28 OF THE A&OVE MENiRHItEp. CODE AS PER iEEtESTRATKhtl TESTING LABORATORY. 7NC, REPORT / 2032, AS PROTOCOLS TAS-201, TAS-202 AND TAS-2D3, 2. THIS SYSTEM HAS BMW GL'SIONED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE INSIDE W!a THE USE OF A LADDER 4R LWT. THIS APPLICATION IS VALID WHEN a+STALYAnON IS INTENDED TO BE PERFORMED FROM THE INSIDE a' S7IEUCTURE. 3. SERIES ,DOLL NYS'tA4SlRION IS APPLICABLE 7O BINDLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED TO BE PERFORMED FROM THE RL51DE OF STRUCTURE. +. SERIES 2060 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE NtMG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REOUOREA TO BE PERFORMED FROM THE aT510E OF STRLiCil1RE. 5. ALL ALUMINUM EY.TRIS�lS TO BE 808l-F6 NAM AND AND TEMPER. (UNLESS OTHERWISE NOTED) 61 ILL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3103-H14 ALLOY. 71. ALL STEEL SHEEf METAL.. PANELS SPV0.1. HAVE STRUCTL?RAI, OU,AUTY STEEL, AM A 653 QRADE 50 Min.. GALYANFGED STEEL DESIGNATION W/Fyi DB:S kei (AFTER ROLLED) A ALL SCREWS TO � STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN SW18 Wj SD Ent tt£3D. STRENGTH AND 90 A3i TENSILE STRENGTH k SHALL (AMPLY w/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 9. BOLTS TO � AStM A-307 GALVANIZED STEEL, OR Jd51 304 SERIES STAINLESS STEEL, WITH 38 ksi MINIMUM Yff1p STRENGTH. 70. ANCHORS TO 4NJ.1. STWl BE AS FOLLOWS: (A) TO bfLSnFdG POL�COPK'REia'• - 1/4"a 7APCDN MCI^Iat5 A5 MMUFAClLORED B1' LT.W, BLALOEx. INC. (MIN, t't>3,92 P-a.tJ - t!A" a x 718• CALK -EN ANCHORS. AS MANUFACTURED BY DEwAI:T INC, (Mtly: 1'C-3DaD a.a.l.) - /14-10 PANELMAT£ FEMALE to k PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, At) M,MMUY EANEWIEM OF TAPixJN ANCHORS INTO POURED CONCRETE SHALL tiE 1 3/4' AND 2' FOR PANELMATE FfMN.E eb k PANELIVITE. PllIS. A2) MINIMUM EMBEDMENT' OF #/4 0 x 7j8` CALK -IN ANCHORS SHALL BE IS 7J6` INTO. CONCRETE. NO EMBEDMENT INTO ANY FTONSI, MATERIAL SONLL �. PERMITTED. 1 /4' r-20 SS SIOLIYNK BOLTS USED SHALL BE LONG ENOUDH(SHOUI.p ANY FINISH MATEPoN. Dan To TO ENLACE 3/4" q,TO ANCHORS. 0.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS 8E FOUND ON THE E70571NO WALL OR FLOOR, ANCHORS SHALL BE LONG ENDLx3fi TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SFIALL � AS MEAR7NED 7N A.1) AND 9, A,2). - 1/4' a TApCUN. ANCHORS AS Wf7UF$CTFpiEO BY I.T.W. BIaLDETL INC. - 1/4" a % 7/8. CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (Fm.1500 p.a,IJ - #ti-lO PANEiJNTE FEMALE Po AND PANFiMATE PLUS ANCHORS, AS MANUFACTURED BY ElO:O CONSTRUCTION PRODUCTS {Fln=207, p.n.t) FOR W. WWAM ,oro � 2 WALL AND DIgECT 11b11it'F!?i�a INST, WALL 1�NT)NG TNST.. S€CTION 1' O 9CME 3 t` SCALE 3/T�8y.�,• -iLEe.�t�aA $ t OImL.1 NaME lPEpFG11aY8 iOd1lEa�aS FaR E G" R� w � � � �U�jSlE7A6lT�B(0j�1I'afaPM,eW a{YQ�OJIWAS SWLS RSfAt9YF'E �� 2i� O --,--� � S9P « ammo � CAN BE IN ANY ten ro tiRf AM �"iAll i E.0. , EGM PBEYSi SCR:E: 1/r . r Y1E+x�i �k ti.t) Ma111KlY EMBEDMENT OF TAPCON ANCHORS AND PANf3MA7E FEMALE Po k PAhtL1MATE PLUS LN70 CONCRETE BLOC% St1Atl. � # 7/,". B.z) MINIMUM ENBEAMEHTtj,'e x 7/6` CW1L-IN ANCHC,TS SHALL BE 15 7/8` RTTO CONCRETE NO EMBELMIENT BdTU ANt FiklISH MATERLN: SHAF,L BE PERMDTED. 1/4' 0-20 SS SAE1YNUR BOLTS USED SHALL ANCHORS SHALL � LONG ENOUGH(SHWIfl ANY FINISH MATETBAI'ixi5T) 10 ENGAGE 3/4" 1a170 AtK+HDRS. 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE ExISRNG WALL ANCHORS 5HACLTaE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEPDTTD SUCH PANELS. ANCHORAGE SIEALL � AS MENTIONED IN AI) AND W 8.2}. (C) �UF. BE INSTALLED FOLLOWING ALL � THE RECOMMENDATIONS MO SPECIFICATIONS OF THE MCtiOK'5 1t. R SHALCONTACT L BE THE RFBRItt OF THE CONTRACTOR TO VERIFY 1HE SOUNDNESS OF THE 5TRUC)IJRE WHERE SHUTTER IS 7O BE ATTACHED TO Ra`SUWE PROPER ANCHORAGE» THIS SHUTTER SHALL ONLY BE ATTM2-lED TO CONOREIE, DLOCiE OR WOOD FRAME BUILDINGS, 12. THE INStALIATKAN CONTRACTOR IS TO BEN.jCAUUt ALL, SHVTYER. COha'ONENT EDGES WHICH REBtNN 9V CLNOTMILOOTIS. WITH THE BUfLO1NG TO. PREVENT WIND%RJJN lNitOISAN. CAULK AND SEAL SHUTTER 1nAd:K5 ALL MOUND SlOid. /3. STORM PANEL tN5TAd1A'ttON SItALL COMPLY WITH SPECS R,DICATED IN THIS DRAWING PLUS ANY BUILDWC AND ZONING REGULATIONS PROVIDED tTt' THE JURISDICTION WHERE PERMIT IS APPLIED 7D. #+. ATRa1M W'W08Y72 AND DOORS, INC. E - Z HANG STORM PANEL SY5TtD/'• IS FM1ET(T PEt109i0. to (a) THIS PRODUCT EVM.LdATIpN WCWMEM (P.ED.) PREPARED BY THIS ENGINEER N GENERIC AND DOES NOT PROVIDE INFORMATION FOR SITE SPEaFlC PRO;tECT; i.4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (ti) CONTRACTOR t0 BE RESPONSIBLE FOR THE SELIX.i1flN, PURCHASE AND INSTALLATION SNCLUDINC LIFE SAFELY OF THIS PRODUCT BASED ON THIS P£,D. PROVIDED P1E%SIlE OG13 NOT DEVIATE FROM THE CONDITIONS DETAOLEO. ON THIS DOCUMENT, CONSTRUCTION SAFETY AT St{E IS THE Ctkl'TRAOTOR'5 RESPaNJtTfLRY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSWEREU INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL 8E PREPARED B1' A FLORA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE tT«atff£R � RECORD (E.O.R.} FOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPER USE OF THE P.E:O. €NGmEFRR OF RECatD. ACtIPKi AS A DELEGAT ENdNEtR TO THE RED. ENGINEER, 5HAL1. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWRIGS FOR RENEW. (a) THIS P.E.D. StiAL,L BEAR THE DATE AND OPoOiNAI, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R, 1e. STORM PANEL MANUFACTURER'S LABEL. SHALL 8f LOCATED ON A READILY VtSIFAE LOCATION AT 'STORM PANEL IN ACCORDANCE WITH SECnDN 1749.9.3 OF FLORIDA BUILDING CODE: ONE LABEL. SHALL BE PLACED FOR EVERY OPENiNO. LABELING TO COMPLY WITH SECTION 1709,9.2 QF "Oif FLORfDA BUILDING CODE 0 lip U N U Cell N Q. � U O c � O C6 O Ca co O O ^^11 W O (/� N � N L J D N N r Q rn � � N 4 -� W SHEET N0. SH 1.2 a 4i •f4ft4-: N. .'1. yrz ,,: I..a ,:AA MAXIMUM A.&D. La4Ta1C m, +66.0, -7"70' CA LESS 2 9/16' BODIED • t'. 2'. Zvi rw #e67A -73.3 "' DRUM 2 7/6' B0LtE0 • 4' & 4'W ' 01E0 W/XM"I 2ox3/4jr& !R WNW AT WOW & 0% OF PAWL LENGTH N Y r ti.. r r hY.• � r .. _. 1• v ..... .t �.. i.. *... _.D. s..... Y+.�. to ..<:... 1,.T .,., »t•. : e e MAXIMUM AS.D• DESIGNMNNAAI ,YI6WR6 8f8LCMRG FOR E D. >• 3 1/2' » APPDrAaE-W ItVAX" ANY OINIO t OF PAWL LENWRN V SO PFISSUIRE1APOONS- df. CALK•NN FAMELM IE FIANCE 10 PANC IM MUS TO CONCRETE 10 CONCRETE BLOCK - To iw.R' EIE 10 owmanE am ] ro COMMITS BLOCK iF N/A. 12' N/A I!, - N/A 12" N/A 1' & 2' (TO') if" 3• * IV 3" 5' e 51 4- 1' (BOTTOM)+. 12, 3" 12" 5" B' 8" 6' 8" 1 BOTTOM). $8.0, -75.3 N/A H/A N/A N/A N/A N/A 12 I/2" it, 2' (BOTTOM), OR ! ESS " N/A 6 1/2" N/A 4 1/2- N/A 4 1/2"N/A 3'(I") F N/A 12• N/A B 1/2-N/A 9 1/2- N/A 3' (BOTTOM)F [E7 N/A 12' N/A - TF N/A 12' N/A 4' (TOP) 12' 6" 12" 9 1J2" 1 IV 11" it i t I r (smom) e UNTIES} TO 11&0 p a,t, A.S.D. DESIGN PRESSURE PANT.,. ABU SHEET 28 FOR ANCHORS TYPE* $PACIIC FOR MSTMIATIONS INTO WOOD FRAME Ire MINIMUM mom SAW" AND MINIMUM 13,6E WTtNCE AM tt wxm ON THIS SCHEDULE FOR CM LESS THAN IKRCATED Mi SOMMULE REDUCE ANCHOR SPACINO- W MULTIPO W SPACING SHOWN ON SONSDAE W THE FW0IMG F FOR TABS OPOWIGN 70 BE POSSIBLE. REDUCE SFMTBNO OBTAINED Ism FACTOR SwAl NOT BE LESS THAN MINIMUM SPACING INDICATED -MR EACH ANCIPOR TYPE At AARMOfB LFY3010.. ANCHOR Tim 1/4'W 1 1/4 a 1 1/4S Ile. TA'W!1 22M. I I wr C,JK-N Mn ANCHOR aFAaMa a 3 3 3 21 - n masaaTAlxT GoAeew (k4} 3 a 3 3 -. w4A+a4, fared, MYM, ta.) 3 1 3 in 3 1/2 4 I,AIYI. iA FAOgIR 1 }+ IlO - LINO Aa. 3 # IAO Oaa I i 1 •(• PEOLIRES W1A: DISTANCE BETWEEN BOTTOM OF PANEL 1 AO 0 TO BE: 1/2' 1M_ I � 1 +•I- REQUI�REA1S, Maw DISTANCE BETWEEN BOTTOM OF PANEL AND ,IN TO BE- 3/1C 3/Ir v MOH. COMPONENTS FOR REGULAR LIFE SAEM dE E-Z HANG STORM PAN L SM MS (SCALE 1/2-11 (TOOL WON)-- 2,187•--•� 12.500" (EFFECTIVE WDTH)-...-.--.•------•1 ! r,�_r ___ -:t93' j T a's-sOas/M Y,'A" t 2 RACTm 1/4" 0.024' IBM. TtICIX (1 n En ti� As-T1t A883. TYP. ( MEAN A TOLE 0ETILL Q RM "II HEADS PANELS WWI RE INSTALLED ALINAYS FROM LEFT TO FIGHT W/ 1/2- LEG AT M AT LEFT SIDE OF PANEL FAMEL'S EAO LP w%',Ear Ewe t0.05 Ram ,,•" U,. ISOMETRIC YIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S 2JT8`_ END TIP W/ HEMMED EDGE. (N.T.S) T-- � Zf24" 091` _..) .IBIS ..- 133' aa7D' t.407` a.$25' TIM. �5 HOLE WASHER 3105-H184 ALUM. ALLOY @) " { t..178• T25` ,,090"a {tYPJ' ® "U" HEADER _j T ," URN. To s• Mo:. SLE MAX, I@ ANGLE .374" u3.O16".-----q-•,. &101-7e AEEOr t,6J1' p Y s 1.,25` SEE SECTIONS--J kM '•�,• Ct SIlCL ""F� 4 AUII,�-.OUT Mr. TRACK' & WaNERED WtNGNUT fir` ( ,OT) P.C. 3644 Z74. T"- .,25' ,Rt /r 04 I 7Q d t {MAY a NVERS�) 0_84. T_50B•--I (126) ",H" HEADIER (�/ *E* __�_-,TRACK L J ANS2LE WITH S1 UD __4P• TOP SEDGE 0;024' {Mtn.) (-- WNEL GALVANIZED STEEL (lJ j0.623 j Ozy :0.280•a Ya,97DD' I 4' 7�PAIEL OR ✓ 2s OF PANEL © KEY HOLE AT PANEL -•�I`- Air rSEE SHUT B FOR ADDITIONAL ff I UWTATpNS IF STEM LENGTH IS t ,25• L_ ONLY NA D FOR 01STALLATIOR6 TIRO L`(IYp.) I WOOD, STRUC(UN.fS. 20100A Imes', T'l60") i I 2AOT'.- t Q EtINEl1 41A�LER jt ) Z4- WIDEN (USE ONLY f' N E-Z HAND sow PANEL X SYSTEM) aw -Te ALuM. ALLAY INUALLATION.-DEIAILS FO . SERIES 209I A 1 9_0 E--Z HANG STORM PANEL j INTO EXISTING WOOD STRUCTURES ,/4`a ua SCREWS a n• 1 I" ,IMFiQFD PID47p0m 1/4v LW Sty a 0' O:C WI TO EEXIS11'PF WOOD HFAOM (3] .. EQUI Wa00 FLAT O PEOFa 1J4`. 4AD Sew" rAwA a B• O.O, W! ,. / .2'.MIL T16fE6 WA PETNE,RATIOtN 1 FLAT OR ON EOM 1 1/2' AIn WoI w-A IYJN€fH4I71OYt m wox . TO IXIStIiO TRIO f$A�R,. O QCflL #i" S,MS. a }7 4WD Q43. Oa,Ok W 7 , i' 8 WHNG 4 G%a- 4x SINS ,r /a a EA END OF 4 0-, 1 44 34%t` S3RS 1 uc sa NET W 4 sONLWa l ac �//4'e- 4` f p EIIO F,F 10 IN.S' 3 a'A3/32' 10 6%6TING ,MOOD - i 1 � ITN.. Il24 & t 1 � 4 , canl to a ,a L POPN+fr J ! BELDM IR O INIORIOH " EYRRY 0 E t 00 .OF 1 t, ' T 1: MOTE.40) MI/24 a i __.. ROOD HIAiER TEOURM 1.. 2 9/16' MN. , 4`a-2OH3J4'' ~ M SOIiLSF N 4- �_5 � )/ F t&..B..W 2 a e" MET. ! 7 ^. i m a A,3 T a`�-ioNs a• 7 a'aYs a' /s SfPAAATgN I �. NUT e I tk 0 (443 Y I ip..OLASg- � !3 NEVENT � Cf M' O.C. 1 2 t/E' EYk7MYP"ERU1P', j 7�7JJggBC//3J22wJ'y To CLAS& 1 1L agg/4• t , 2SmFAr TOG�N6 i yJavxSly2i N, 4OQLgS 1 `>A s SR �, ttii.• � WAND NU7 � � , �� �I i - u e i2• aC, ! 1 { 1 w1D E �) / My W/ '. i i 44 PANOXA,E FEMMAE q 8 Qi tJ4 Via- 4WD14^NUT �1'Ah2W/ Cont. '4 w '#-N*3/4•M.S, i NOTE TA B©ON) PEFffTFARONII t2 1/2' O.C. "-) W/ 7Ja� 2' YRRG 4v.LW oe' on W ---€ 1` NUT OR 1 j-r/4• / SORLWe 2 1 e'Y.- .. E I^H4 W ,.260 ( "L 7 1 4Frt, BTRY1// 4 2 TiIiMEa TXtN 7/ . 1A E flECUIRSD MATE "t. 44 ,S"FUUE AT �.g0pD OIi 4. 7� +� ,NY NUDE t "r- !. , 4 24H2 4' Ms.. rT 7. / 'B at 32^ ' 14-10 PAIDAliTE PId/S W TIMn11�0a�NDTE ,A BEtOW) 1 ! / }` MA4. Pe11E7RAtwN: a t2' e - ,_ 1 W�re wDr1 LxG. W�4DIG ry�R 1J4•. ,Aa SN'RErrs No a' o.Q< wJ !+': IAa saN.wS a a"as: W {y�� AML 2StF• "•s f,-2` i r/2• Wn. TNBFADBO PEfMTRATKIl HBn (21 2'H ' 1 tl TIIRSA6E0 PENERRAtBNN S7Cltl (OR ON l... � N,TE O B OF P. ' MOE A 4RNATIYE i F PLATE Yt/' R'060 MT' OR 6N ED - SC+V.E ,J4•=,- � � � HATE aEauaED FIAT sCALE 1/4•.1^ 1. M61AAATION$ ARE ONLY VALID FOR BLILDRNDS YITH AS.. OESIN LOOS UP TO +GS.O, -75,3 In AND PANL3'S. 6LNO7M4 Lip 10 B 10". () ,da\UHMNNNApM IN SCALE 1/4's#• 2. PR NEW WORD FRAME C4 TRUCft61�k WOXJ MEIaAEae TO BE SOUTHERN ,�•.'',,�"� : • ,;*/lam. E T/4'�E^ PINT wo. 2, WI sPECm OEASRY„ OF 095 OR EQUAL `+." Y:"" ,EH, •':;?z y r a FLORIDA BUILDING CODE (High Vetoa Hu to" zone & z No. 4 167 20 CAGE GAiYANIZEO STEEL STiN81 PANEL F... SEE SPEC'FtCATIDf§ ND REglitfltTS TOR i�C.ljOP BRRAT TRIP = •k- T : ,� 4R l�FEll S�RSTAUAT7DN�T1 OR2Ci3) AT DA94b ON 3 � - �. STA OF �+ s s GLOBAL PR(if£CiN S70107 CIS. F79R mMa9MTNYt a arnWwe. - . Ft o' SIP' � �14 � C 0 ...- " D^h +tea S.W.sSI stlgET 0-176 P WAY 7&O oll , ,1 BE IN ANY C ii$EIH ION.ilft A '@ •-Ailf4N AAA+'�5+ fG' il\ NN�»a' . wt`' c -. BIHI e+ n, n «O« 1 3 t VFW- fa54iaM-am7 2 Ewa" � tN-i«1 NOTE t 6NUtIUR TBWNS. MOT SHOWIN FIR uAlerf wmm A TNLT H9 PE' I.; A BI Win. N I •,, MAXIMUM PANEL LENGTH *L+" OR L-" (ft.) D MAXIMUM A.S.D. pRESSURE RAMM CONCRETE & RO<w INSTALLATIONS 1 2" 12'-0" 121-0` no 12-0' ff-a' 3a0 11 •-e' IO'-e 35LO 10'-10' f0`-e 4a0 FOUR•. 9=4•: 43 a 9 -61 5-1. 30,0 01-11 4=4" s&O 8•-7 81-0, Mo 8-3" r-7' 65.0 _ a, IV 7'4• mg r-a r-ir no 7'_S' 61-10` Sao 11-2- 0-71 no 71--0- Sao 6-9' _!-S'- 6 -2' 95.0 tIO:O 6'-3" S-Tr' r05:0 a'-3' g=P" 110.0 - S-i 1rs.0 u-Nr` 119.6 1". MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MAXIMUM PRESSURE (P.-L) ASD• NRATM (+ ^? CONCRETE & WOW MBTALLAflQNS 7 L+ L - - 2au - F4'-4• TS--BL 2So FS'-FO' Ir-7- ,IAA. 11'-8• 10-7' Jae r0-T6` 9-9' 40.0 P'-6" 1-2". 43.0 Sao M-7• a-i' 5107- $0.0 B•-0• Y-$* aS.0 7•-8• r-24 Mo 71ns* 7" 1.,. 0'-0• Sao 7'-0` W-61 me 6-P• 6`-1* 93.0 e'-7- S'-w 1000 6'-J' S'-71- IOdO 6•-J• 11-4' rta0 MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LOW" WINO SPEED t 170 m,p.h WIND SPEED > 170 m.P.h.: (Ie) LMRiSTBNNEO I MVNNED umaxpaMNED RESTRAINED 36 OR LESS f' 1 1" 6• B I/4- >33 TD 90 1• 1' 7 1/2' 7 1/2' >90 TO 145 i' t' 7 I/2" 7 f/F D(�.pM�.. 2�}.• 4 - rT�- I-r :e l+ ; : ,•,c1�i:'•II Nil:IsZHwI.ir71iC47: 4 1/4. 3/4. 4/5. 5/5 & 6/5 1 W/8, 2W/B. 3W/7 do 4W/7 ANCHORS (Six %umu€ OR 3140 SHUTS S. TD &1T) - --'T,• MIT.: I 0 0 BtX.TEO PANELS W/ 1 4a-mo- CS, M.S. BOLT W/ L O 0 EL OVERLAP (SEE SECTIONS AS NAPPI.CIA�.E} D.M.. 3(�. d �`1-d;;, tkmdi .e`a�-W-�� - -�ol -l�J-rt i �- (� 1 /4, 3/4, 4/5. 5/5 A 6/5 2/4 pfW B 2W'6 3W 7 & 4W 7 --------MNCHORS (sm S"WULE ON SHEETS R.: 10 &f,}--.... -_--.I REGULAR SIS2RM PANEL M ELEVATION 1/4- Atax, GAP 2687• N.T.S. r pw+. Oomw -1 WHOLE NOWII (2) 'T NSIDULATONS INTO WOOD ARE UNITED TO. x 05 imt MAX. #MD. DESMGM PRESSURE MINIS jES 9, i0 &Ti FOR MAK,. A„SA. DESGN LOINS & MMt.:�A�EL DENOTES. FOR - �r>�Pj;'�. SPACER 6 U6E0: S '•`� FLOW BUILDING CODE Non HI h VelooNy Hu cone zone 0- 44:167 _ + a nl�o` At. 24 GAGE GALVANIZED STEEL STORM PANEL. ` DRAWN N, 9a; ATE OF * = iL . C ii INe. GLOBAL PRO`mCTiON4100 S.W. i PRODUCTS, LLC. Wal 07ntas "WL FL 33314 tww: pYR rl.s `+.n m.,wr N+Nm (6s "-7BN3, m Nm)sa4- 20-175OWNING ft GENi]tAl_OTES N n FO& aa. St. a4Fl:ly & f-'+ iMNn gTAt9u P11d (C) T1D F'1CL'<TING BMW-SPFC�N` (ARTY. G - 0.55 MfFl.t: 1. STORM PANEL SHOWN ON THIS PRODUCT E"VALLIA7gN DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLMNCE IN ACCORDANCE - ,/lro TAP60N ANCHORS. AS MANUFACTURED BY LT.W. BUrLDEX. W1. WITH THE 2020 (7th EIXaON) OF THE FLORA BUALOM CODE. THIS STORM PANEL SHALL NGT BE INSTALLED AT HIGH - #14-10 PANE7MA'TE FEM4ILE ID AND PANEU44TE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCf1Y HURRI.ANE ZONtS (MOOD -CODE ! BROWARO COUNFIES). - 1,4'a LW SCREWS PER N.OI B OETENMIIFA AS PER SLX.TI6N THE ABOVE MENTIONED CODE - x/16"a x s/8• WOOD BLUSHING, AS 0151RIBUTE6 8Y ALL POINT SCREW. BOLT &SPECIALTY GG OF FOR A BASIC WIND . DESIGN WINO TOADS L I P ! A (ACTOR P WHERE STORM PANEL WIi � INSTALLED AN(1 FOR DfREC3WwALLTY SPEED AS BY T d#'1 THE d1 T INDICATED S, / 1 " AND 'FOR 0.G4 PPNELRAATE PLUS 0 EX THE MAXIMUM ASD. DESGN PRESSURE RATINGS ON EFTS :1 MfHINDN INTO WOOD Of TAPCON ANCHORS SHAD, BE 2 Z L K. D $HALL SING ASD E 7•-18 AND SKULL N OEiTt C.. THREADED PENETRATION / B5, LI5I+0 ASC ( ) 1 ALE 9 12 IE T7 18. AND PANEtMAIE FEMALE 9 3. TNRL7 WINO L INED PER ASC 7-1$ SiTNI. � flRST OA135 DIN E ORDER TO i°E'RHY THE ABOVE CONDITION, ULTIMATE M41[TIPLY{NC THEM BY 0.6 IN ORDER ro COMPARE. 'fk83E W/ MAY (A:SD,) C.2) MINIMUM RA ATIOR: OF LAC SCREW, INTO THE WOW ERASE SHALL. BE 7 1CIT NO THREADED R RATING IPLY04 OR REDUCED DIINGS PRESSURE R "E EASE RUNITEQUIRED , AS PART REOU RED n;RFrnm PENE'uWTKNt ION IWO STUCCO DESHON (HTESaNJAE R,AT9NG5 MdCA1E0 ON SHEEPS. 3, 4 T1NRU 12 & 17, }8, PENETRATION N70 STUCCO. STWt tE CONSIDERED OF THE I SHIN M IN ORDER TO VERIFY THAT ANCHORS ON THIS P-F.,D. AS TESTED WERE NOT OVER STRESSED A 33X INCREASE IN ALLDWASLE STRESS FOR WINO LOAM WAS BDY USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3)- MINIMUM EDGE DISTANCE OF LAG SCREW$. INTO WOOD SHALL K AS INDICATED IN THIS DRAWM ACCORONJCE'U NA.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AI70 WBID RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.12 OF C.4) MURMUR PENETRATION OF WOOD BUSTLING SMALL. BE 5/8•. 1f4'.0-20 SCREWS USED SHILL BE 1 1J2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMFi ICAN TEST TAB OF SOUTH FLORIDA REPORTS #M14.01-01 AND /O21SM-09, AS SHOULD STUCCO EXIST. AND.," WNMUM FOR WADS WITH NO STUCCO. PER SSM 12-99 & ASTM E 33D-02 STANDARDS, AND AMERICAN TESTING L48 SOUTH FLORIDA RENDRT #1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACOORW40E W/ SECTION 1604 0, THE C.5) IN CASE THAT PWCALST STONE. OR PRECAST CONCRETE PANES, SRICCO OR WOOD BOARDS TE FOUND ON THE EXISTING FLORIDA BUILDING CODE- WALL. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1). C.2) & CA) 2. ALL ALUMINUM EkTRUSGNS TO BE 0OW-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 {D) ANCHORS SHALL BE INSTALLED FEnxOW:NO ALL OF THE RECOMMMATIOn AND 5PECW=TON5 OF THE ANCHOR'S MANUFACTURER, t M SHALL HAVE 3f 5-H14 ALLOY. 3, ALL ALUM METAL USED AT CLOSURES Q � ��� A PANELS MAY ALSO BE tNSrALEO HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION THROW 8 (SHEETS 4 4. ALL Si EEL SHUT. METAL PANELS SHA L HAVE STRUCTURAL OUALRY STEEL. AWMI A-653 GRADE 80 MINIMUM, C-6O CALVMT2E0 THROUGH 5) EXCEPT THAT HEADERS "(,ye&(D SHAtt NOT BE USED. STEEL DESfWA'DIN1 W/FY- 02.2 kW (AFTER ROUID). S. IT SHALL BE TIE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STE0. AS PER DIN ATTACHED TO WWRE PROPER ANCHORAGiE. iF,15 SHUTTER SHALL iNK.Y 8E ATTACHED ro CONCRETE, BDCIX OD WKGD FRAME BUILDINGS. 50018 W/ 50 Ws YIELD STREFCTH AND 90 kai TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, 10 EACH REGULAR STOOL PANEL MIDI LENGTHS OVER 9D", AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATIVES iW, 3W & 4W ON SHEETS 4. S. 6 & 7 RESPECTIME Y: SHAH NAVE A LEGIDI.E AND READILY VISIBLE MARKING wMRUCNNG OWNER OR TENANT TO S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 31M SERIES STANNLE55 STEEL WITH 36 ktl MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE RETNFOCEMENT DURING PERIODS OF HURRICANE WARNING. F 1 N N CONTACT W TN 7. ANCHORS TO WALL SIN:SL BEAR OU.OIWS- INSTALLATION � CALq.K ALL SHUTTER OOMPQNENi EDGES WHITYN RERAN ! CONTINUOUS ACT WI 1 THE AUA T$ TO THE BLRLMG TO PREVEW WM/RAW INTRUSION. 1/4`0 TA.PC'QN ANCHORS AS MANUFACTURED BY Lt:W. SUILOEX ONO.. (Min.. VC-3i92 P-aJ,) 12. STORM PANEL INSTALLATION SHALL COMPLY WT[H SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING. AND ZONING REGULATIONS 1/4" a x 1/8- CALK-14 ANCHORS. AS MANUFACTURED BY MWALT PC. PROVIDED BY THE JUMSOICTM WHERE PERMIT MS APPLIED TO. - 1/4'4 x 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW, EDIT & SPECIALTY CO. 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P,E.D.) PREPARED BY THIS ENGINEER MS GENERIC AND DOES NOT PROVOE. INFORMATION {Min, f-300) P.11) - f 14-10 PANELMATE FEMALE ID & PANMXATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECBIC PROJECT; La YANERE THE SITE CONDITIONS MUTE FROM THE P.E-D- - 1/4.0 ZAVAC HUM ANCHORS. AS MANUFACTURED BY DEWALLT. INC. (b) CONTRACTOR TO BE RESPONSBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P,E,D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. A7) MINIMUM OMBZMAC OF TAPGON ANCiSDR$ INTO POURED CONCRETE SHALT. BE , 3/#': 2' FOR ELCO PANELAIATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON OLITY. t 3J4" FOR 7AMAC NAILIN ANCHORS. C THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. {) A.2) CALK -IN & SQUID -SET ANCHORS SHALL BE ENiEO17E0 7/8' INTO THE POURED CONCRETE. NO EMfEOMEN7 INI'0 1 MINIMUM Mucco EXISTENGINEER ARCHTIM WHICH WILL. BECOME THE sTIGGO SWJU. BE PERMITTED. I,4* a-2D SCREWS VSEO SHROUD � i /2 LONGSIHo1ID (a} SITE SPECIFIC PROJECTS 5(NAti, � PREPARED BY h FLORIDAFLT)RIIA ftE(2STERED VEER 4R lk OM. AND ,- MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.N.) FOR THE PROJECT AND WHO +WL.L BE RESPONSIBLE FOR THE OUT WITH DING NUTS. PROPER USE OF THE P.E.D. ENO EV OF RECORD. ACTING AS A CILEGATED ENGINEER TO THE P.E.O. ENGINEER. SHALT. SUBHAIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS. SIUCOO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. (0) THIS P.E.O. SHALL BEAR THE DATE AND OIGIN& SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHAH, BE AS MENTIONED IN A7) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT. tB) ro FOatnNO j`$Eff, Bt.00K OLL A&ui C-n4 14. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION M STORM - 1J4. O TAFYrONANCHORS AS MANUFACTURED BY i. T. W. BUItOEX. ONO: PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL. SHALL BE PLACED FOR OPENING. LABELING TO COMPLY WITH SECTOR 1709.9.3 OF THE - t/4' 0 H 7/8". CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA- BUILDING CODE,EYERY - Ile* X 3/4- SOLO-SEr ANCHORS. AS DISIRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO - 014-10 PANELMATE FEMALE ID AND PANELMA E PLUS ANCHORS, AS MANUFACTURED BY EICO. CONStRi1CTCN P /IIIIHN - 1/4' a ZAMAC WAIN ANGHMf AS M,t SNDPACTURF,D BY DEWALT, "C,. (Z A T " B1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANETdATES AND ZAMAC NALIN .ANCHOR. INTO THE ,�, FLORIDA BUILDING CODE Han HI h veloa€ NUrrieane done'. BLOCK UNIT SHALL BE 1 I/4"• -. ... 8.2) CALK -IN & SOUO-SET ANCHORS SHAD. BE EMBEDDED 7/8• NTO THE CONCRETE BLOCK UNIT. NO E NT%u44 7 osam ni�o, INC 24 GAGE GALVANIZED STEEL STORM PANEL STUCCO SHALL BE PERMITTED1/4" 0•-20 SCREWS USED SNALi BE 1 1/2" LONG MINIMUM SHOtttD EXIST. * - AKIN ,' MINIMUM TOR WALLS WITH NO STUCCO. r -O: _ _. __ r /a GLOBAL PROTECTION PRODUCTS, U.C. STATE s IL CCNyINN. mw 6.3) IN CASE THAT PRECAST STONE. OR: PRECAW CONCRETE PANELS. STUCCO OR WOOD SCAMS � fOU F(ORt ''• 7 •+ -" �`� uw, a, µ.HN, ,wtr'ro4opa I, = 2G-i75 EDnTM WALL, ANCHORS SHALL. BE LONG. ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PRNE�s/ • �\ ! 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PANEL LENGTH i PANEL. LENGTH CONCRETE ANCHORS 3_�_. (SEE SCHEDULE ON - 1 �/'--' 1 - -�_ ( _ 1 d ""�'�'JL� �'_T" � (SEE SCFREOJLE E ON 3) (E S5 9 JL (OH SHEET J) i SHEETS 9 THROCH 10. ( t p I I ` E S<PX € OF Y• GL�^hu*�" l i t I 1 Eri7911N6 (. I j € Gl1iS5 j Jf 1 WAX, _ -1 56KOF € E R 1 4 F 2glwiD "U, V I f W e e.rJ4^ O.a. I I 1 ✓/ T I ; 1 ND 1 1/1 C. CONCRETE SOCK 1 J I AS-APPLCABLE){ CONCRETE AtipiORS.�,q I O• -£E7-- i t/r-m,r 5.f. M.s, Mf-wr REOWRED. R� I f CSEE SCHEDULE O1 ) 1 . =1 M9n, =- SHEETS 9 THROUGH 10) W! ® ONLY WHEN SGLID LQCA11gN SETCALK-IN ANCHOft -.OUEREC CONpiE7E ARE USED & tYwHENTES N:IERMµTE COME-m TNO POURED CONCRETE CONCRETE ANCHORS , ARE�USWL REQUIRED, ANOHCRS CONCRETE BLOCK RMIAREO. WAOGERED W/ ST11$ M SCHEDULE SHEETS 9 TMROUC� 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD-0 CHT MouNTING SECTION 1 SCALE 3/e�t" ) CfitQWALL SCALE 3/8-1- MQUNTING DIE MOWE 50ALE 3/8�1' 1 \AMMnHr1,H \ AIJAA FLORIDA BUILDING CODE Hon High Velocity HMrr€Gone Zone) E.O. «EDGE MAKE (SEE SCHEDULE ON SHEETS 9 & 10) yQ[E FOR COMENNATION OF SECTIONS::, TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY _ .44167 ? * y ., i 'H' (oR1t)t` .r ammo "3ECo' INC. 24 DACE GALVANIZED STEEL STORM PANEL -} G GLOBAL PROTEMON MDUCTS, LLC. " r C o ANC` s,AW A.W.1IL e: M" N"l rNea Aa;« ONE, FL M314 'emAm-,aa, FHOW (w)"sa54a F1,e La quie-imcr ' a1/n/mm ,M. g{}-135 INSTALLATION.'Sr% '+•A, 1Q "«..4 te... +H� aeM+G N4: fit IMN rr,-6roB'N'.w rYu:WA dr.. 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(SEE SCHEDULE ARCHITECT 'PRKYt TD SHUTTER ff I 9fEE'E5 9 u of 1.. t:✓ REQUIRED fr 1 y (SEE l.E I Alt N_..-,._.._.-,...._... _,,,,,�, ; ON SNEER 1 FOR 1IRVALIAMN. D ANCHORS ALTERNATE WOOD M04O S5 q ! ..- i• MM. \ /. \\\ i/4` SHEET it) l '' r^T-µ 1 SPACER SEE SCHEDULE Of {SEE SCHEDULE ON ` 1 }!�_T`nx OR n FIT` 144,Bc"ICRFJY IS Oft on 1/2`1lC t 1f2". MAX: 1 i £--I - SPAX I i OFT.- j g/,!{J% SHEET Tt) 91ET 11) ! tom.<ft"1 �eAl rh'ae. ? tt4•_zw,• s.5. MS, w/ MaI MAIL �, i'. f.' RERE� `.I 1 (-- -.JMAX{ t (bIMREtE ANCHORS , - - e ,2 ,!s• os -... A 2 t r tAWt. WOOD HEADER I ` ,/2" (SEE SCD#OtI,E LNN tR• I I -. i 1 - _------�---y. REQU€RED I 7 49-1N•at' I fJ SHEETS 9 THROUGH 10)I i 1 tt-;Nx,•-� Ea. I - i CLASS L 1 - I �� � EQ: H € oo5rwcc �$ -� Eb. ! 6 i/*• O.c y I 'L' MNt. _;.; •'. 1 I �-'^� •;. I - -- WOW ANCHORS; A3 e 4 ,f4• aa, 1 PANE. tErxTN I l I v 1+ A 1 MAU LONG KUWNUM SPACERS O 12 1/2• r L 2" r (SEE (IN SNEE'F 3 ( t LLLJJJ I��� �. I N ' ) Ac. 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MAX so BAR:PARK. tlH6i1/ a LASTED 70 64' AT NM OPEYN6 - 1�1 = FROM PANEL MINIM AaW ON Gi• 7MAXIMUM Mo PHEI Loom ESCALE 3/8e1* s�LE 3/B-1 Mo 9WLD-OUT MOUNTING MOUNTING ts) IiNIM P NNF7 NSaAN ONIi m o aY (4) t (w , ,nE M DR ALTERNATIVE N #lI� AL�TE�RNATtVE tW I+to AN Exsrew waD rtwME AALI SEJLE 3/$�1' IM D m vw 2LHMe 1. 2 AA 3 A6 we Asm SCALE 3/Sd1" � 1'- AW SCALE 3f8=T" (4) 2 1 21 9 & 3 F6RAAYIIM E ` Eta NO THE mm (tw OF 1W RARE HRLNu ScuE J18�1` L. am a A Ft+ a1AHNT ilex oe: w a TFAyA '' GEN '"• Sp y �T;E�! ' • `� FLORIDA BUILDING CODE Non N! h VeLoc1 HMrrloOna Zone) NOTE FOR CO NATION OF cPrT10Ns: tlfftE54 a �. 441ti7 r FLORIDA BUILDING CODE (Ron High VelocityHu of Zane i FLORIDA BUILDING CODE (Non High Vewa HMrriaOrls zone Zo * , a, INSTALLATION ARE ONLY VALID FOR MAX.. 0.5.D. : tem 7LIM Na V.P.FtLNd1E FOR COMBIM4TiDN OF SECTIONS:. 1. INSTALLATION ARE ONLY VALID FOR MAX. A:S.D. c No. 44t67 � aoYSP TIC' me, 24 GAGE V STEEL P F.P.FTOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (�,R.t) AND PANEL LENGTHS $ ro'- � °�A W',�. INC 24 GAGE CALVANM STEEL STORM PANEL F`F` Q 0. 44t67 ,. 24 GALVANIZED STEEL STOP! PANEL DaaBN Hm - DESIGN PRESSURE RATING (p.s.f) AND PANEL. LENGTHS a # x GAT. AfBZED STORM PANEL NtIM+«M.IN: COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULESONSHEET 3 3'9'•. STATE ; 4A{ tXAW41 sr: - # * F «,���■ p /► o7JSTJmm TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * ' * a /� a a mR7/mm INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD :�•N•' !r10n,: �.�{+� i l�A + U� NOTE FOR COMBINATION OF SECDOltSf El4 6M C INC. . SR T� Iti >wa V iMC. `� iTDL Gi C V lNc. GLOBAL PROTECTION PROD a LLC. yOE; E.D. » EDGE DISTANM a= STATED GLOBAL PROTECTION PRODUCTS, LLC. SINE: COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2VW) s STATED GLOBAL PROTECTKIN PRODUCTS. Li c. OAE MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC s (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN DE '%�'li'• FE {OP : ' _..- & 4103 S.W..6L CAM INSTALLATION. F<OR1D & cOMP 4am SM. 61 snw DENSITY OF 0.55 OR EQUAL ry'n !C)NAL E TauT & t a"Arrr +RID mw. SI ST1EST z F• Ofl xW Mr. a , mYaR4H n RNA« OMAC. IL 3I3I4 2. FOR NEW WOOD FRAME CONSTRUCTIT V• V/OOD '` We-p-sw HAAIAr, a e,"A teA1w.W45Ie..n P„" awE. FL U1. n4AnftNNitlAA'i u. eL eo sm rHWea: A zold O\H10. Ft a11420-175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AN'! •......• i7 ,Mo� ,,yWA.n,, °Y°0 -,Q, Pxoe,(ss+)eos-,;aHa,rAe(s6R as--a2ls 20-17520-175 - ++.., e*-.H".1«.INSTALATION. /Q..DMY&NG.Ns MEMBERS TO SE SOUTHERN PINE No 2. W SPECIFIC / ' vr,.•,..RmvAn-,nm.r ,.Oa6sn-w" nm,E:; Rk�^'7ea.tAx (6sR)r�-s1a7 RFRH M RIA Anlo/aA a Ha a / wrL,Tn e a r sF a erF s* eew«H aA-000ez a F09r T aF la _ TRA6 wWz6K�A��<,..P.E DENSTfi`f OF 0.55 OR EQUAL r+nNIIMI n1-oXMa7aa '�As (AMTan_,eM r+mrc faa4N6e-76a, FAY: ta64Hw-era" AY.:R. Wa: 1CA14 Yq oNNM"D N. Q PE;. 6EIIJOI W.TSEJOATE tRIELT 5 � II 4f a . 7WE7. 4 M ,e A Jrw P.E; "r . ^ .. . - L.J. 0 N U) C0 0 N -� U N N Q- � 0 O . C" U Cn 0 0 L- L _ L _0 0 0 ICU a- 0 > .� Cn E O N 0 (� CU�� 0 I_ �o C N oA ,) I-) x O < r �.( ii 0 aC �y 0 > 3 i LO _ ICU > > L f- w SHEET NO. SH 1.3 m m ...,,..�.. .,.,.... .... .T., rz1 f,• H r1Wr,BwmlM'aWI �(s'r �Ir rm i�i_- �I_' _ a r T ,.,; r . ,T1 �7 1r� 11R Trp. ,, �� . � � � t � � � � R � � �� Fh �� M END CLOSURES T SAFETY A E—Z HANG MR M PANELL0) SYSTEMS 1 X:011CREtE (7R VAf+WS 6 l ^� YAi' Mf00D f11A11EOR 2' N 3" a CST St06 N-1a 1 5 ikac'y ® 4& 0 RFAURm d083-76M,tO+aXr. r6Xw. t sp• \ two ;O _2M1/2' Ia/ate: Pum}1, PSrt' 4•> 1 POlRlf4 ,/4 w t 1 3/4• TAA:G� ` 2 ,/2- � 4 YA4^ ETE B L_4 ORI AfWWR • tY• 0. A 4NEOlIPiM ( NOi PMEt n... !. °1 3 1` ,PUT P1MET:.:.:' Y A6ASiDR .... 1m1atE '. LOCATIOtt et2`O. 1 x Y A :ea"f m LM VARIES. 2, ■ 8"N .Q36' . 2" CpWf ' I •i 5 MBe6 GNAW.. L tUY. 154 AtP4E 1 WA` 3106 O SXEEf ROWEp G V iL it � 2" X 4" X M1W. bDli PlA7E !„.. R.9CK fir. a"t4• MVOD::FWNikk! ,ram f20U67m 31a5-H7{ 8003-I6 AaLaY x lI2" l.tJ i.... a" {'" C'Ulit. AWN. ANWE 1 M,IIf. / e.>. e...� "..: �,y.�.�_+:+..m.�>•y. ^J Mm: CAP 1/4' 4 605Yi A 4" :ffis•X14 Ali 41 XR 6a61-T6 ALLOY W/ 1 tab. AAm Alm WE A (PLAN) CASE B (PLAN) CASE C (P QA5E D (PLAN) SCALE 1/4--l- SCALE: Ile -I' SCALE 1/4--l- SCALE 1/4--l- r` SNptiA-SET OR GALX-N PANELMAE POU(BD WKRETF„- 9N.O TRM AT YFEµ4LE�q OR O20X2EIE BLOCIX I TOR, 64TtX14 OR' i Rtl#TANaT:P[.t15 {� A a, 21 t YA 00 SNWS O1 OPEiMA 1 ,SClIEO18E ON ;I& 9, - TAN. PANEL. Olom VARIES f1 As APPLAC/BLE ( {�} RRAI4O REDUILwO f S 10 A;. 11. OVE Y FRAUE � NB1' g "" � � 7 OPENING YAFnfI) MfNCRE1E. OQf1CRLTE x•44- wP60 PRONE g. ,Rtlf 4« . 13/4' / 1--- (t OR4 <D 1 1 t "- HEAR w! InaNaAEb PR FORNUAll. TO 11A7 T Or DID pmw 9 1 CASE .G (PLAN'1 •;'�iJ" SfJILf i/4'st' y1W.•'•v E(1{ N+, VATS) FOR DIRECT MOUNT INSTALLATION. ONLY dX •'�• CERTIFIED PANEL INSTNiATION AT WALLS w/ No. 44167 SURFACE LEVEL YAWT06 WITHIN 3/4' FLORIDA BUILDING CODE Non HI h Velocity Nu calls Zane STATE OFg �D16 tE,9DD «� f,. CASE E [PLAN) CASE, E (PLAN) GALYAfR z 24 amYED STEEL STORM PANEL *AM ar, 1/4'"•t' SCALE 1/4':1" DA••- FJ'DRID('' ..:.4X.#k SCNE y AA�4f\� m IL E C O .ac. BAL PROTECTION PRODUCTS, LLC. f 9ii �r�afj ,gty Nx Aw k�, Aw mA w.R�+aAm�s. s M n. axl+f+ 20-175 {,. F vary., oop Ort6 e,I..Ig1 WAN}; (WiM-764S,. FAX; ("4)00-67u7 ., . «e... .0 Dn1RWc Nx pE .BEK/NDNNDIO/a41E MILTEi1 m-amaw7fA', PtIN 41 pI,FNf'6 or r6 (VAUD ONLY FOR PANEL(TIINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. AS.O. Des" . PRI ICE MAT(" AWHORS SPACING FOR E.D. - AS %HO" ON SHEETS $ & 7. :APPUCABLE TO OANT OF OF THEM MANOMUY '. LENGTH (1L) TAPCON ICU SCREW PANEFEMALE T P PLUS D WSMNG.1 13` 13" 13" 13, 13, 1W cmp) 13" 13" 13" 13" 13` iw (BOTiW) 6 1/2' 6 1/2- 6 1/2- 0 1/2' 21f CLOP) - 6 1/4- 12 1/2* 61/r 2w (BOIL') 511-0" e' B 6 d -3w CHIP) LESS 13` I3" 13` IV 13' 4w (MP) +'45. -45 L65 13'.. 13, 13, 13, - 13" 4W MOFTOM) 13- 13' 13" 13, B 1/2. tw (FOP) 13'. t3' 13" 13, 6" III (BOTTOM) $ IJ2" 6 1/2" $. 1/Y 6 iJ2" 6 1/2" 2W (TOP) 8 1/4'.. 12 1/2' $ If4" (BOR1) >Sm-6- 1/2' 4" 6 IX 6 1 - (1T3>) 14•-e 4 1/2' 4 Tf2" 7" 7" 3W 13".... 13' i3" r3' B 1/2' (SDIT.) * SEE TAKE #I FOR M44(. Asa DESIGN LOADS & MAX. PAPER. LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AS& DESIGN PRESSURE RATING (p:etj ( OVI UM ANCHORS SPACING MR ED, . AS MOWN ON SHEETS 0 & 7 :. APPLrABLE ALTERNATM To _ 4. 11 ANY i�OF TH MAXINUM PANEL LENGTH ry,• (H). TAPOON LAC SCREW PANEI.MATE FEMALE 10 PANE3IM•TE PLUS w000 smumo, 13, 13- I3' t3' I3' iwm 13" 13, 13' T' B^ iW (BOTTOM) 6 1/2' a t/2" 6 IIY 6 IJ2' 6 I/2' 2W M 81/4` 12 I/2" 6.114" 7W (BUTT.') 5 7' 7 ile 9" 6` (RIP) LESS 7 1/2- 6' 11.6` -.. 3W (BOTTOM) 13" IV 13' Ty' 13' 4W (TOP) ro-45 +75. -73 13" 13• tY i3' Ir 4W M0110 ) 13" 13" 13• i3- 16, tw t3- i3' 13' 13' 6 1/4, 1* (Elarmm) $ I/Y' $ 1/2". 6 1/2' B I/r 6.#/2- ra fiN9 - - 1 0 4/4- 12 TI2" 6 1/4' 2W (BOIL.^) I fro, 4 t/2' 51... 7 t/2' 7 f/2' 3w (UP) Y-5' 5" 5 1/2" 6" $" - 3W (mmiM) T3" 12" 13" 13' (tap) IS" !V i3' 13' 4W:(BDFTOW * SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS 1 USED, W1 11DiNG ONLY TO ALTERNATE 2W ON SHEET 6 4 TAB a1 a A.= DESIGN LOAD MAX PANEL LENGTH 40 PSF OR LESS 61-8' > 40 PSF TO 50 PSF W-2, > 50 PSF TO 60 PSF 5'-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE iD OR PANEL MATE PLUS ANCHORS & W/ SPA{1�HA,µ7iaA Tj2, D.C. 1/4-0 TAPCON INSIALLAIM DETAILS INTO POURED CONCRETE OR EQ.R UEE. SAFM PANEL CONCRETE BLOCK. STRUCTURES 1/4"4 TAPOON Poum =w_RuE ANCfA9 R O ' 0.6- �iN3URE0 ANCHORO 9' 0.C. OR CONCRETE SLOCX OONJCRE:IE 6LOg8I fteou S0. Nff0UR1ED. � 1/Y f4' I/4• VAX EIS 1 i EU► 1: i I f EXLi11YC-..n U .• v+M-aar4�.. N�9b OLAaS. -3s. ,w xr K '� ]j p4 VNR71 PQ 7'-k9 C .....,... _. 8 i ' PANEL LENGTH I =...._ I v MAIL ===i-'-�:_ S" POOL LENGTH Tit02t)I 1' [Art, i Nei SWEET 12) I SMEit G TO CLASS. i _ 1 EXISTING POU CONCRETE OR I i i CONCRt1E ,JR' r REOUYtED. Bl.Op1 ; i Iz i/A' DORmxRm CONCRETE BLOCIC I X 1 LeMYD1AI�J I _ 1 _ i f I/4'0 PA)tElAtA1E t/+"W PANELf4l0i .'ANCHOR O 12 t/2" D.C.PAN AWCFiCR (BEYONbjJBMBNEL WA1 NOS FOW Mf3IINNNfI NS'A"S�.•T1 A. rtyiy 4 FLORIDA BUILDING CODE Non HI h VelocityHurricane Zone' 2 * . * ' * ? cm TLC° °� 24 GAGE CiALVAFRZED STEEL STORM PANEL s ;rk' : $FATE �ZpF '�Dio —1L WAN m aths/ L PROTECiT�1 PRODUCTS, LLD. ` .. EC41Nt. _ yg /••••'"•' 7 i tDWAM' +fIN1..8.MG616(pEET a«L•. h 31SM oIUA 1�M+`A` NAG TW". f W WMMA OPW61L R A,it i1XAfFs (OS+N69-75fe. YAW O34NM-6ro7 20-175 E:niE[T.14 _ Mqw. Yat wlMAW dam, P� a t6. cc -cu sFi wwE1B I6 R 16 :OR ANCHORS TYPE NL BPACARI FOR P6OULOXIN9 A#i0 N000 BUtOI766. AA1Ct1E0. ON SCHIERtAE 3T9i t� F4W1TtMV1• IBXCA7M ON 8'IiEDULE REDUCE ANCT4QR SPAA3PXi � MLtl9iYIN0 SPAC976 SNOwN ON gslff BY 11R FMI.DYIRR+G fAC70Ns. FOR 1f49 OPERUAN w 6E REDIXA".P SPACIIa DBmrMW usWA FACTDtE dHlAtl.. Nor BE tE76 DI4N fAIIR.6r SP'ACRNL 9M9XCAlm fOJi EAS31 ANXSKW IYpE ON T/9S mIRIIA.c _ �1011 116E TIfYi1w/ MAMA. AMniXR liRVrIS (L4) 3 3 'rI4MI4Nma 4b,ab OA3 3 3 9NR+.7tttER4 3 BNiaA, 6bet: 3 1' BON h ACYI. m9E Elw1Mt PiDNR 11 6$ - 2 i (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MM A.S.D. PRESSURE (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MM A.S.D. PRESSURE MAXIMUM AWCHORR SPACING FOR NOR ED. PER SCIOXILE ZELOW E To SECTION15 iAAADWfM PANELDESIGN fN-) MAIL MAX. As-0; DESIGN P (p:aaJ MA%6AIpi NXSiDRS SPACING :OR MIN M PER SCHEDULE BELOWf MBA PXEN$6i (� TAPCDN SOU@ -SET FEMALE 2AMAO-WUN CALK-W 8. TAPWN SOLD-SQ FEMALE ID P 1� 2MIAC-NAIfAi GAiF-I't k. mRIIING- 10 m OF ITEM To 10 ro ro w mRam ODWOM (IF THEN [Al +4$. -43 LESS 73• 73' 13 T3' 13 . Ts fs' 13' 1 -: b -B^ LESS $ +W, -65 13" 13' /3" 13- 13" i3' i3" t3 ".. 13 13 t3" 11 r !{TOP} , 5 6' OR LEGS IV IV` 13• iS IV 13" 137 t3• ,3• iS 13" 13, 1 (gairr M1) W- iV 13, 13' 13" 13' 13' 13` 13• 13, is- 11 N/2(BUTTON)13" i3" 13` 13' 13, is' i3• 13' 13" /Y 13' 13" 2 (TOP) i3' 13" T3' 13" i3" 13, : TV 13, 13'. IV 13" :1 t/2(TOP) 137 1S 13" 1Y 13" 13":. is' i3^ IS' 13' 13' 13" 2 (BO17014) 13' 73' 13' 13` 13, f3' IV 13" 13, 13' i3' 11 IJ2(ODCiam) t3" 13` t3' 13" 13` 13" !3' ,3' 13- 13" r3' i3" 3 (TOP) 13" 13" 13' ,3" 13" I3` I3" 13' 13^. t3' 13' i1 1/213 (TOP) - 1 r ! 2 A2 t 2NI1'HIM) 91 4' 6 9 +^ "21 T2 1/2'.d _ t'4" 61 4 `3 - 1212'121 /"2 ! 2 :14-6ie12 6. ! ! I J 121 ! 2 6 4" 1 / 61 e3 J (6a1TaMD $•.. 6* 0' 6" 0- 8" 8^ d" $" ®" �" 7 1/2' 4 CHIP) B` :.. 6 1/2' $` B" 5' f ^ 6 J2 5 7 , ^ J2 0' $" Y $ " 4 9" ,.. g• .. 6^ - '. 6" 6. ,. 6•' .. 4 MOTION) 8• - 8. - B° _ 6' - 6' 18" 13' 13' I3` IS- 13- t3- it I3` I3' 13" !S crop) F 13'. 13-' 13".. iJ' i3` i3' 13" 73` ... i3" 13• 1 1 (Ye) 13" 13" lar IY t3' 13' 13' 13' I3' IS' 13" I3" $ :(6ontk) 13, 1J' I3' i3' IV 13` IV 33" 13' 13' I3' - 1 1f2 {$41TON). f3' 13' i3` 13` 13' 13' 13• 13"` f3" i3" 13` t3' 6 (`TOP) 13' 13' tS' 13" t3' 13` 13" 13' ,Y 13' jr ri i / 6 (rI� _ _ 8 T 4" b 1/4' d I {' 6 1/#" - - - - 6. 1/4' 6 Ile 6:(BOtT." - - d I. 4" 6 T 4" 6� :1JA' 6 1/4`.. - - - - 6 1/4" 8 1/4. 6 (80TL^') ur S' 13- 10 1/2 13" 7` 13' 7' 7 1/2 5 1 /2 13' 4 i/2 T. (TOP) >W-r 70 14•-4' IY 6' fY 73' -13" B If2" 13" $ f/2 9 1/2` 6, iJ2' 13' 3 lj2' i (mPj - >V-r TO W_Jr 13" 7` 13` 13' IV 9 1/2 9Y 9 1/2 10 1/2 7 1/2: 13" 0` 1 (6oTrOH4)' 13, 7 I/Y r3' 13` I3" to' t3• so, It. e' 13• a 11Y t (6atTON):. I3" 5^ 13' 10 1 13' T O3' 7" 7.1/2. 5 1/2 t3` 4 1/2" 2 (TOP) 13' 8' 13' 13, 13` 8 IJ2` 13' $ 1/2' 9 1/Y 6 i/2' 13' 3 i/2. 2 (TOK t3" 7` 13• 13' 13" 9 1/2 IY 9 1/2 10 1/2 7 1/2 13` 6 1/2" 2 (Wgii(RM} 131 7 1/2, 13" I3- T3' io' t3` III* it, 6' 13, 6 1/Y 2 (8D55W) IV 7' ur 13' 13' 2 1/2 IS' 91/2 10 1/2 7 1/2 13• 6 I/2. 3 (TOP) tS 7 1/2• 13, 13" 73' IV* I3" IO' 11' 6" 13` 6 f/Y 3 (TOP) 12 1/2.12 1/2 6 1/4. 6 1/4' 2 i12 4.114' 6 1/4' 6 1/4' 3 (BOTTOM) 2 t/Y 2 1/2 6:1/4" 6 1/0 12 I 12 I/2, 8 1/4' 6 1/4" 3 (/yi3.N,�G-4 7" 3" 8" 5 1/2" 7' 3 1/2' 6" 4' 4 1/2' V 5 1/2' 3' 4 (TOP) 7 1/2" 3' d- 8" T I& 8" 4' 4 IJ2" 3 1/2' 6 1/2" 3' 4 CW) 8' 6• 8' 6' 5 1/2' 7 1/2' 4 (B(ATOED 6' 0' B' - 8` 5 1/2• 7 1J2' (8011011)' i3' 7' 13• 13• IV $.1/2` 13` 4 IJ2' 0 1/2. 7 1/2" 1V 6- 5 (TOP) IV` 8 1/Y 13' 13, 13, IW 13` IO' ti' 8' t3" 6 1/2' 5 (TOO) 13" 7' t3• t3` 13- 9 i/2• t3` 8 i/2' 0 i/2 7 1/2" i3' 0 I/2' (Sorm) t3- 6 IJ2' 13" 13, 73' 10" is, 10, 11, 8" 13' a 1/2. 5 (BOTTOM) IS" 5" t3" TD I/2 13' 7' i3' 7' 7 iJ2'..$ t/2" 43" 4 iJ2` 6 (7Op).. 13' $" 13" ,3' IS' B IJ2', 13, d 1/Y 9 1/2" 6 1 4' 6 1/4- 6..IJ4. 0 TJ+'... 59 sim it FOR koio a TYPE k. 9PAa11Xf FON am "m "lue VJMDNM MS"RRN ANCHOR SAACARRS AN M MMM WX O6tANX AX 9001231 CN TAB WHICI RE FOR E.O,. LETi61NAN 10WED ON SMCXU RmUCE AI#:= SIVOW9 9f WA.TOkYXel SPA081C SHOW ON SIWMIALE BY THE FOULOWIM FACTORS. FOR TIq.S OPi3LAiXM TO � PD5S91X �ONICEo SPACWf OBTAINED IISmd WREN OWL EMT IK UW THAN fA11tWLi SnLCAM R.OXV.Tm FOR fAX31. ANCHOR 117E TN m SCHEMAE. 1/IY I(4"e t •4'4 t/4"4 1/4•R 1/4'. AN TYPE 1NCDN e1AAMfl DYfk:•l9AM D1X-N tOmm MCHOR SMLP' IR t4 3 3 ] 3 x IIr 2 1/2 NR,A 3 3 Vr Y 3 3,1r 3 DKTAq�if D i00( 3 3 11r 3 1/r 3 4/1 3 1/r 4 21%2• a61 oea - - - O60 r 6W ale - tAe - OATS 3 , - TAW IR6 - TAW HAW ONLY VALID WHEN SPACER IS USED. SEE j1 FOR MAX. AS.D. DESIGN L(3AD5 & MAX, PANEL. I�WHE(N'SPA�4 Mr tdSfD.. ,(SEE SECTIONS & ALTERNATIVES ON SHMTS 11 14, IS j 3" MAX.. R-to/t',A, R-2A/131 R-3A/14. R D.M.,(i) f 1. MIN. R-IAW/1! R-2AW/15, R-3AW/16. R- t or IF 0 0 0 €7 1 4 D-20Nt" S.S. SOLT$ W.�1'I (USE FOR PANEL LENGTH OVER 7•-67 �a A". E LOAD PANEL 40 PSF OR LESS 5'-8" > 40 PSF TO 50 PSF 6•-2" > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS W/ SOLD SET ANCHORS & Wj SPACER AT 12 1/2' O.C. R-3B/14. u �r I... _ T- . 5-8' ex 0.0" -40.4 Pe.f. (w/ OVERLAP PAtOL LETKi,t1 6�» 7"-e• O +d0.0. -54.D P.1 (W/o mono MID PANEL. Lamm BOLT) USE 21-W MBL PAIND. LENGTH AT ALL m xr*76S WING Nf7T AT _.I r��pIOp L_VMNG NUT AT I 3' LEFT PAN iI�J.IR RIGHT PANEL 3' T f ` N45TAUA71INdS ONLY VALID FOR WINO t• Mm±. R-IA/13, R-2A/13. R-3A/14, R-18/13" R-20j13 R-3e/1/ I ME4j spEm LP to 170 MP.N. R-HAW/15. R 2AW/15, R-3AW/16. R-ISW/1% R�-29Wj15, R-'.8W/16. —..- (SEE SECTIONS s: ALTERNATIVE'S ON SHEETS 13. 14, 15 kt6)— E I/t" MAX, BAP WEE SAFETY STORM PANEL M ELEYATIQN (t) 2.$d7" SCALE 1/4"-I• j. / STORM PANEL (MIL O4 �i wk4 LE VALLE1j _....._ j '." � PANEL .-•'",- x.7ava-..ssze-at7 �•'. '.kaf<asas= W2 i LIFE SAPE-T7" PANEL aw * 1b t FLORIDA BUILDING CODE Non Nl h Valor N EXTE IN g'PyE�I .OR(DN •'i�c a ' 1"` `r+a 24 GAGS: "ILVANIZED STEEL STORL4 PANE(. SECTION A— �M C Q , 6t GLOBAL PROTECTION PRODUCTS, U Q 1� A 4M ILW. 6, SHEET / Ai 3p e: 9a SM. YA,4N SPW..0. 33K 41Ml. m S331# , hr:X>a:m-+:aR.S.,,�m.1>d1 Pat al6f)WB-75w fAx( quo-6I67 20-175 ONARYA ft I .TAT LAI142O INTO M- FOR LIFE SFETY PANEL WDQD � UCTURES f 1 tX)� �.. *DOD HIFROER � .. HEAQER fA \ 1 C i 4"A TAPCON ANCIWR�O/9O.0 1 4Y TAPXXIM - I t 4Y tAPCON / 4"i 7APCa1 X`71.t\ 1IF /4. i/2" 5Jr ,1/4-µix � I i 3 1 1 MY.,S« I ( � tt , I '- N ') .._ t4Y-tOrf• ' p,..u,.,.�,.L ... « I �1<'�"'m""` -' z ...u.. At iA. 47M N EXISIII,B 1 4YT$I'« 1 , 3 GLASS 66E n«PNPL GLASS: f t. _ N^ - 'I-' Ail PIA-- Ez�n1�O 11 + f .: tl i1tC610AR T-4j ' $ _. .. _ ..1.. _..._.. _ { / ' I $ I IHNRa OA« r;4,q $ 1 i N •F.._ . ^......._..-.... r. 1 B I .. ( 1 6. i PANEL LENGTH (SE ELkVATM �SHM 12)E t I N PANEL. IENCTFI ! ON St1EE'rAf2) �(�ELEVAT�d g -----` 1 ,Nr"---- 4 f2) d i ON $HIM 12) 1 I f i 1' M6ru 1- f ON P [ 1 k I -- TO CLA55. i - i - - '). i Y i• E i. N v iNN. RAMON— t 41fVU ?CLAM� , E/3 i TO MASS i t M f ; •�-- __{g} b' i 1l kk � i ���:! � � 1 � ]PLATE /4-0 TAPCON - 14'R TAPCON O.C. ) A4dCNOR O 9' O.C. { t1 ANCHOR @ B" O.C. PLATE - a sT OX ERED wJ s o ' STAt,I Rm w/ SfVo w 1 f REQUIRED �u i 44~ wobiT 1 01 WOOD q ( �R�n a B ac uREQLAM s { , f µRAQIXRfD •�--'1 ALTERp ' - }W miff R-,RW 1 ��I ``P jj 28W p 4icrntf arr PANEE.S O LIFE SAFELY. PANLL WALL uouNnNcs SCALE 3J6.}` (A, T71. ,�. �f a u PANEL WALL uouNnl�S SCALE 3/4-1- FLORIDA BUILDING CODE Non High V,ito Hu one Zone fe 7 ': � 416 ammo T.1a� fNa ix. 24 DOGE DALVANFIED STEEL STOW P PAWL 1. INSTALLAl10N ARE ONLY VALID FOR A.S.D. DESIGNWAN PRESSURE RATINGS (p.«.1) AND PANEL LENGTHS. AS PER ELEVATION ON SHEET IL 2 FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE MUTHERN :PINE No 2, Wj SPECIFIC .4 `. STATE _. g '•, P fi,R. •, t01I10. •," t.®'LJ On. i L E C Ow., MOM PROTECTION PRODUCTS, LLC. DOE R W 4t00 6.WR6t St1 RR4 3R R M So41Yem1«a«. R:uI.A ' .. 20-175 DENSI'iY OF 9; OR IT.CtUAL. PXOIM+ («BX)bR•-754a Luc tom,. 7E m SAd[Et t5 OF ik MAXIMUM A.S.ii• DESIGN PRESSURE RATING - if.) AND CORRESPONDING MAXIMUM �INGQSpC1N,G SCHEDULE EQR REGULM STORM PANEL M INSTALLATIONS INTO CONCREn & QQbICRETE ZMK MUCTURES (VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) /GWG BELOWIII /4A%WIUM Af4fk1OR5 SPAI2NC FOR MIN ED. PER SpEOLAE B60W DESIGN A.S.D. 1AAXW1I/ ANClf0i5 SPACING FOR MIN ED. PER SGIFUII.£ MNRIPANEL M DE IGN � SPANEL PRESSURE TAPCON SOLID -SET ANELA W F PLUS UAI AC-W" CAUX-I N 1(.Mp) LENGTH PRESSURE TAPOON Swo-5E1 � P TE 71HAC-NA1UN GUC-N g L N" PM (P�) 70 ro in w m m }ITEM () (Aw , ,f) 10 w t6 w m (a) 13• i1- 137 iY 13' 13" f3" 13' 13` f2' !Y III* P) IS' $' 1S" 0 r it 5 1/2 IV 6 IJ2" 7 1/Y 5. r/2` iY 4 1/2• t 13- i1" tY 13, T3" it 13• i3' 13• 12• 13• 10` :now) 13" 6. 1/Y 13` IS" 73` 9• 12r v TO` 7 tJs" IV e- I (13 sm) 13` ii' SS- Ir 13' 13" 13- 13• 13` IY t3' IV) t3" '. 51 i3" 10 i TV 6 1/2` Jr '6 1/1" 7 11 5'1/2" F 4 1/2" ) i3 11 13 1S 13 13' 13 /3 1J tY 13 I nOM) t3" 7' T3 t3' t3"1/2-/3 /2 /2- 12 13 1/2 (8I1'10M) ^ 9 i 2'101 -71 3 ' Y t^ f 9 1 " 3 J2 t3" 8 t` t 3' 13' IJ' t2^ 13' tOP)W-43f3' 13' 3 3' i2 1 f. /2 (TIP) !3' 19" 93" 13' 3 Y 1 ! t 1 6 4` 4' 1 4: 4" 6 1 4' 3 Y 1 8 1 4' 6 Ile 1 f `72 1 e 1 4' 6 1 4" 2 2 1 S t 2 9 2 4 4 S i - - 2 1 2 / / / 2 !2 J2 - - J lirrIM} OR - /2 /2 / / / ! "` / / (6O1T9M) OR LE'45. LESS $'1/2" 7• $' #` � 1/2^P) j' 3' 6' S 1l2" 7' 3 iJ2" d' 4" 4 i/2' �' d IJ2' 2.1J2' 4 (TS6+) 6 e • d 6 s• 5 s1cM) e 6 /2 6 d f2" i• 4 {1fOT10M} t3' I7' 13" 13- - I3' 11 13" 13" 13• 12' 13• 10' P) 13` 6 t/Y 13- 13` it 9- t3` 9" 10" is, it' i3` 13" TV 93' 13" 13• 13• 12` is- la'TIUM) t3" 7' 13, I3" !3" 9 1/2' IY 0 1/2' 10 1/2 7 1/Y f3' : IV d ($01111M) it 11" 13" 13' i3" 13" i3" 13, 13" i2" 13" t0` P) tY 5" 13` 10 T Jr 6 1/2" 13' 6 1/2' 7 1/2. 6 1/2' 13' 4 i ` 6 (T00) >465, -66 _ - 6 1/4. 6 IX S 1/4' 6 I/4' - - - - 6 1/4' 0 Ile01T.F) +7 L -75 - - 6 1/4' 6 I/4'. 6 1/4` 6 k 4" 8 1 4` 6 t 4' - - 6 L 4- a Ile 6 (Nail.») t5' 7 12 /3' t3" 13' 10• 13• IV ii' 8' Ir 6 i/2 J2 /3' 6 i /2 t 11P +75, -70 ! ') +111M-119.8 13' 5` lY 40 , /2- i3' 6 1/Y 7 1 $ 1/2- 43' 4 1 13' 7 f/2". 13' t3" IS' 0 t/2' I3' 10 1/2 11 1/2- d' T3' 7' 1 GionvM) IS' 6 1/Y i3' 13` 13" 9' 13` 9' 10' 7 1/Y 13' 6" 1 (wriw Ir 7 1/2' 13' it 1Y 10, Ir 10' 1r d• Jr - 6 1/2' 2 (TOP) 13' 3' 13" 10_1/2' I3• 8 1/2'K21/2' 6 1/2:7 1/2' 5 1/2- i3' 4 1/2' 2 (TOP) 13' 7 1/2" 13" 1V !3' 0 1/2 13• 10 1/2 1 1/Y 8" t3" 7' 2 (BUTTON) ii• r 13" t3' 13- 9 1/2'9 i/2' 0 1/2. 7 1/2" 13' 6 1/2' 2 (9011OUD i3" 7 t/Y 13' 13, ,3' 0 1/ )3' 0 1/2 11 i/2" 8' iS 7- 3 (TOP) Ir 7- t3- T3" ,S 9 1/2'9 1/2' 0 1/2 7 1/27 13' 8 3 crop) 2 1/2-12 1 -6 1/4' B 1/4' 2 1/2' 6 1/4" - - 6 1/4. 8 1/4" 3 (BOTiON) To - - 2 1/2 12 1/ b 1/4" 6 1/4' 6 1/4" - - $ 1/4"'6 ve 3 (woo TO 71/2• 31/2' 8' 6' 7 1/24` W A 1/2- 6" 3 1/Y T 3• 4 (TOG) 6-D• T 3' B' 5 1/2'T 3 1/2- 4' 4 1/2- Y' 6 t/2" 2 1/2" 4 CW) Y-5' r 6' B• d-' 8. (i,"pTTOM) d4 I/2` 6' 5 1/2^ 3" (BUTTON) 13' 7 1/2' 13, 13'2 d' 13` 7' S (TI j 73" a 1/2I3" i3- 13` 9' 9' 10' 7 t/2" t3" 6" {TOP) 13' 13` 13` to lf2 13' to 1/2. 11 ,/2 8- IJ' 7" 5 {13Ot1oM} 13" Y iJ' i3` 13` 91/2.9 1/2' 10 t/2 7 t/2' 13' 6" 5 (BarroM) 313, t3` ot/ t3' 10 tJ2 11 1 6^ 13' i 8 {TOP) 13` $' U' 1V 6 t/Y B I/Y 7 1/2':6 I/2' O3' 4 1/2.6 (TGPj - - b 1 4' 6 tf4" S(6OTT.+') - - 1/4' 6 1/4" - - - e. :a. SEE SHW It MR ANCHORS TYPE 8 VA" raft NSIADAOWNS BOO WOOD FMX 81MJY"M e KWAUI N04MM VAONIW AO MV" EORE DWANCE ARE PIOCATIM ON INS SC1WB" MR E.D. LEN TAW IND MM ON SCHEIKI E REDUCE ANOMN SPAAM 9f WA.Tt111N0 SPA W SNO«1i ON SCHEDULE Bf THE FOU MRA FACYCAL f!M 1MS CKMTON m BE POMMLi. REd= SPRCe1G WOO USING FACTOR SHALL Not eE LMS TNYC i MMU SPACM RANDOM FOR EACH A XIM TYPE ON THIS SclrolAE. ANCHOR! TWNE , eo IIV. 1/4. 1/4'i ,/4i 1/4'. >u n mr v� Prmn ou¢ w MRAMI ANCHOR SPACING G .) 3 .} 3 3 2 I/P 7 1/2 ABMRiA4 WIFE (Ma 3 11/r' 3' 3 31/i" 3 I)MANCEOM tun, 3... 3 T(2' S ,/A' 3 1/2 3 Vr 4 AORB,L EDGE umemB ,) FACTOR a SPACINGS ONLY VALID 9& SPACER IS USES. SEE I FOR MAX. ASD. DESIGN LOADS & MAX PANEL WHEN SPACER IS USED. 1REGULAR PANELS . 0�.�AM'I r71.1aLi.,.1.LN.11w\ WALL M�N71NGs SCALE sl$-a" t/4'. 1TMC! SPAC'M FOR 94TA.1AAVNS, KM ANCHORS ANpMR T4WE wwv, waA" ANOWR I v4m (w) _3 WHIVAL � E.B..mu I.. i�XOATM # K�O.1 ,1•- - s ON schro E ttmm ANCHOR SpA43NC oAxYr!. tm iAa} 3. dY LI1Ri1PLYIIC SPACING SUSHI DN AOMOL am amm "Am SCHEDME BY INE FOLLOW10 fAC70R6. me Tf6S afteu DN TO iK p E, Rmu m SPACING ONWAM LfSMG - pH1 FACTOR SWILL NOT S LESS Mw4" SPVMV WbiRIM FOR MOM TYPE ON THIS sCNF - - 3 TAHIIr it A A S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-B" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 6O PSF 5 -10, A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C. •i ":, ._0 ;m TON 12) Q INIQ -WOOD STRUCTURES ,�_/ HilOER if RED \ t 4•« TAPCO11 I : t 4'4 TAPCON \ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C. /2• 11/4- [ I 6 _ EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W A....-.,,.__ r---F-- 11 MAX II 1 "L' MAIL 1 ). PANE- LENGTH PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12) q� f ARATIOR— . 8 ; ' - GLASS. 1 6` _ �vV7w I I 'PRATE J I PLATE V 6fE0 REo RE(MAtLEO :. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O. L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I. 9� Sti ttu, it .L. " FE .a�M1�� p4uPNlNbyq WALL hfDUtMNOS SOME 3/&.1` �, p �I'"4q(• ✓9 y M s _ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone) _ * * tl020 MOEC4 S,a F.P. s' u GAGE GALVANIZED STORM PANEL -cL STEEL I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty�� DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe. 2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti ''Vi3Ma. MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175 DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s ^ #NTT tk OP le U L � Q� Q O O � p O O � O O =J -0 O L � L �A O S_ '^ w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, SEE SHW It MR ANCHORS TYPE 8 VA" raft NSIADAOWNS BOO WOOD FMX 81MJY"M e KWAUI N04MM VAONIW AO MV" EORE DWANCE ARE PIOCATIM ON INS SC1WB" MR E.D. LEN TAW IND MM ON SCHEIKI E REDUCE ANOMN SPAAM 9f WA.Tt111N0 SPA W SNO«1i ON SCHEDULE Bf THE FOU MRA FACYCAL f!M 1MS CKMTON m BE POMMLi. REd= SPRCe1G WOO USING FACTOR SHALL Not eE LMS TNYC i MMU SPACM RANDOM FOR EACH A XIM TYPE ON THIS SclrolAE. ANCHOR! TWNE , eo IIV. 1/4. 1/4'i ,/4i 1/4'. >u n mr v� Prmn ou¢ w MRAMI ANCHOR SPACING G .) 3 .} 3 3 2 I/P 7 1/2 ABMRiA4 WIFE (Ma 3 11/r' 3' 3 31/i" 3 I)MANCEOM tun, 3... 3 T(2' S ,/A' 3 1/2 3 Vr 4 AORB,L EDGE umemB ,) FACTOR a SPACINGS ONLY VALID 9& SPACER IS USES. SEE I FOR MAX. ASD. DESIGN LOADS & MAX PANEL WHEN SPACER IS USED. 1REGULAR PANELS . 0�.�AM'I r71.1aLi.,.1.LN.11w\ WALL M�N71NGs SCALE sl$-a" t/4'. 1TMC! SPAC'M FOR 94TA.1AAVNS, KM ANCHORS ANpMR T4WE wwv, waA" ANOWR I v4m (w) _3 WHIVAL � E.B..mu I.. i�XOATM # K�O.1 ,1•- - s ON schro E ttmm ANCHOR SpA43NC oAxYr!. tm iAa} 3. dY LI1Ri1PLYIIC SPACING SUSHI DN AOMOL am amm "Am SCHEDME BY INE FOLLOW10 fAC70R6. me Tf6S afteu DN TO iK p E, Rmu m SPACING ONWAM LfSMG - pH1 FACTOR SWILL NOT S LESS Mw4" SPVMV WbiRIM FOR MOM TYPE ON THIS sCNF - - 3 TAHIIr it A A S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-B" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 6O PSF 5 -10, A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C. •i ":, ._0 ;m TON 12) Q INIQ -WOOD STRUCTURES ,�_/ HilOER if RED \ t 4•« TAPCO11 I : t 4'4 TAPCON \ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C. /2• 11/4- [ I 6 _ EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W A....-.,,.__ r---F-- 11 MAX II 1 "L' MAIL 1 ). PANE- LENGTH PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12) q� f ARATIOR— . 8 ; ' - GLASS. 1 6` _ �vV7w I I 'PRATE J I PLATE V 6fE0 REo RE(MAtLEO :. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O. L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I. 9� Sti ttu, it .L. " FE .a�M1�� p4uPNlNbyq WALL hfDUtMNOS SOME 3/&.1` �, p �I'"4q(• ✓9 y M s _ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone) _ * * tl020 MOEC4 S,a F.P. s' u GAGE GALVANIZED STORM PANEL -cL STEEL I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty�� DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe. 2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti ''Vi3Ma. MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175 DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s ^ #NTT tk OP le U L � Q� Q O O � p O O � O O =J -0 O L � L �A O S_ '^ w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, 1REGULAR PANELS . 0�.�AM'I r71.1aLi.,.1.LN.11w\ WALL M�N71NGs SCALE sl$-a" t/4'. 1TMC! SPAC'M FOR 94TA.1AAVNS, KM ANCHORS ANpMR T4WE wwv, waA" ANOWR I v4m (w) _3 WHIVAL � E.B..mu I.. i�XOATM # K�O.1 ,1•- - s ON schro E ttmm ANCHOR SpA43NC oAxYr!. tm iAa} 3. dY LI1Ri1PLYIIC SPACING SUSHI DN AOMOL am amm "Am SCHEDME BY INE FOLLOW10 fAC70R6. me Tf6S afteu DN TO iK p E, Rmu m SPACING ONWAM LfSMG - pH1 FACTOR SWILL NOT S LESS Mw4" SPVMV WbiRIM FOR MOM TYPE ON THIS sCNF - - 3 TAHIIr it A A S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-B" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 6O PSF 5 -10, A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C. •i ":, ._0 ;m TON 12) Q INIQ -WOOD STRUCTURES ,�_/ HilOER if RED \ t 4•« TAPCO11 I : t 4'4 TAPCON \ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C. /2• 11/4- [ I 6 _ EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W A....-.,,.__ r---F-- 11 MAX II 1 "L' MAIL 1 ). PANE- LENGTH PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12) q� f ARATIOR— . 8 ; ' - GLASS. 1 6` _ �vV7w I I 'PRATE J I PLATE V 6fE0 REo RE(MAtLEO :. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O. L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I. 9� Sti ttu, it .L. " FE .a�M1�� p4uPNlNbyq WALL hfDUtMNOS SOME 3/&.1` �, p �I'"4q(• ✓9 y M s _ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone) _ * * tl020 MOEC4 S,a F.P. s' u GAGE GALVANIZED STORM PANEL -cL STEEL I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty�� DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe. 2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti ''Vi3Ma. MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175 DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s ^ #NTT tk OP le U L � Q� Q O O � p O O � O O =J -0 O L � L �A O S_ '^ w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, TAHIIr it A A S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-B" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 6O PSF 5 -10, A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C. •i ":, ._0 ;m TON 12) Q INIQ -WOOD STRUCTURES ,�_/ HilOER if RED \ t 4•« TAPCO11 I : t 4'4 TAPCON \ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C. /2• 11/4- [ I 6 _ EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W A....-.,,.__ r---F-- 11 MAX II 1 "L' MAIL 1 ). PANE- LENGTH PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12) q� f ARATIOR— . 8 ; ' - GLASS. 1 6` _ �vV7w I I 'PRATE J I PLATE V 6fE0 REo RE(MAtLEO :. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O. L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I. 9� Sti ttu, it .L. " FE .a�M1�� p4uPNlNbyq WALL hfDUtMNOS SOME 3/&.1` �, p �I'"4q(• ✓9 y M s _ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone) _ * * tl020 MOEC4 S,a F.P. s' u GAGE GALVANIZED STORM PANEL -cL STEEL I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty�� DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe. 2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti ''Vi3Ma. MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175 DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s ^ #NTT tk OP le U L � Q� Q O O � p O O � O O =J -0 O L � L �A O S_ '^ w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C. •i ":, ._0 ;m TON 12) Q INIQ -WOOD STRUCTURES ,�_/ HilOER if RED \ t 4•« TAPCO11 I : t 4'4 TAPCON \ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C. /2• 11/4- [ I 6 _ EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W A....-.,,.__ r---F-- 11 MAX II 1 "L' MAIL 1 ). PANE- LENGTH PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12) q� f ARATIOR— . 8 ; ' - GLASS. 1 6` _ �vV7w I I 'PRATE J I PLATE V 6fE0 REo RE(MAtLEO :. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O. L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I. 9� Sti ttu, it .L. " FE .a�M1�� p4uPNlNbyq WALL hfDUtMNOS SOME 3/&.1` �, p �I'"4q(• ✓9 y M s _ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone) _ * * tl020 MOEC4 S,a F.P. s' u GAGE GALVANIZED STORM PANEL -cL STEEL I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty�� DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe. 2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti ''Vi3Ma. MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175 DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s ^ #NTT tk OP le U L � Q� Q O O � p O O � O O =J -0 O L � L �A O S_ '^ w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, U L � Q� Q O O � p O O � O O =J -0 O L � L �A O S_ '^ w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, w S � m L�.'ti w-• LL1 SHEET NO. SH 1.4, SHEET NO. SH 1.4, ��nAA 1 P 1'L'II P I Al EZ1/18, e21w/18 ,NC,0,S - -(SEE SECTION EZI s ALIERIMTNE EZIW ON SHEET IB) -`i'3: NON, tear, - • 1 YiEM i' ti&rr:i I ( NOTE 2) `C-lid/ 1 14(SEE Y.9 ITNOTTE 2) 51, [} /16`0 AWLBNUM POP Rr4E'f � LAST PANEL(]) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 8E 4 d r7 O d O O d O d PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE -f qj{ fF p! ` AT 2 PER P"� NOTES r OF V ? 0). D�1Lt�t OF. SERIES 2000; E-Z HANG STORM PANEL SYSTEM (END PAR'Et.) (INTERIOR PANEL) (tNTEtiIOR PANEL) (WliiK)R PANEL) (END PANEL) Wx- I CONSISTING OF PAN€L + Cent. TRACKS TOP & BOTTOM, SEE NOTES 2, 3, 4- SEE NOTES 2, 3. 4 I (2). END PANELS SHALL AiW S 8E CONNECTED TO TRACK I AT i I MAX. OTHERWISE A STOP BAR (SHALL BE PROVIDED A7 TOP OF SUCH ::NMEL PANELS. (3). A END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION JA n e _ _� ,,.- p SHALL CONSIST OF 1/4"/-20a3/4- M,S. W/ 7/8"Px,3j32" WING RUT OR WK BOTTOM } 3.5- BOlT5 WAj�I O EA OVCR API TRACK. LOCATION OF FASTENERS MAY BE AT FATHER OF TWO j LTEO PANEts Wl 1/4a-20x,aF t�T EXTERIOR jl fsE£ SEcrwNS AS aPvurAmE) EXTERWR FLAT FLANGES OF END PANEL. D� tR• 1_1 l_SOX ASE END PANELS ARE NOTEW'OItNt�,iECY TO BOTTOM ({). IN WX• TRACK C.a. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO iTTITFFTTI I 1 PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS - i INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF J J_L�L -lJsLl 1J 1L1JJ_L J1LLJ LJ S111JJ_L 1JJ1 �,LJJ_11.1J PANELS TO BOTTOM TRACK SMY OCCUR AT ANY PANEL LOCATION. SEE NOTE 4 �. 1" Id6n, -NOTE 3 i,JW/ T' ONLY FOR WINO NOTE 9 j Wn. ANCHORS SPEED UPONS TO m.p.h. �- (SEE SECTION EZT h ALTERNATIVE EZIW ON SHFk7 I$)--.` E2#/1BF EZ1w/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAS SYSTEM ("�) SCALE: 3/32"=1" e 2.1r87-pANOb'HNM 1/4- Max. CAP pw f SECIIQN A•* -A %ws101110rN SCALE: 3/32"-l4 ,4'',SCCF1III. Q� ........... N°•FLORIDA BUILDING CODE .Non E0 h Velocity Hu cone, Zonalil a' ' s ° ` 24 GAGE DALYANIZED STEED SMRM PANEL '� .4416T �, TEG.T,>MOILL. ir6"4 G+L' O• EAP- Es., 4a70,r2-rp1�75(W)BU-704a, Zito, amIIna aWR. R.x a4qnomr4"C.-Nur•m=PxwER;.+SD.IoWezCw'-T_uS.m' -amo"qeoCnsO"a.`", : .Ol Mallw Wa ',}4J y/Ntnfuli 7RK,irSi 1 TY 41 U Ftr.. ♦ pANi11% #' Qa ENGINEERING ENGINEERING EXPRESS@ PR130UCT EVALUATION REPORT Septe mber 2020 Application Number- 17889.1-A2 EX Project Number: 20 31543 Product Manufacturer: AD American Shutters and: Glass Manufacturer Address: 1540 Donna Road West Palm Beach FL 33409 Product Name & Desc ipi loft: 24ge Galvanized Steal Shim Panels Large Missile Impact Rent Scope of Evaluation: This Product £valuation Report Is be" issued In accordance with the requirements of -the Florida Department of Business and Professional Regulation (Flodds Building Commission) Role Chapter 61020-3,005, FAC., for statewide acceptance per Method 1(d). The product noted above has heals tested and(or evaluated as summarized heroin to show compliance with the Florida Building Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code. Re"evalialon W this product shall be required folrvMng pennant Florida Building Code mods teadors, or raVlslo.. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS E)(drawing #20-31543 tined "24ga Galvanized Steal Storm Panels (HVHZ & Non4N4Z)", shoots 1`5, prepared by Engineering Express, signed & sued by Frank Bennardo, P.E. Is an Integral part of this Evaluation Report . jF.3T REPORTS Uniform state structural performance has been tested in accordance with TAB 202 test standards per test report(s) #BT-ASG-17.001 by Sladlsa ater Testlrng, Inc. Large misslle infect resistance and cyclic loading perlonmence has been tested in accordance with TAS 201 and TAB 203 test standards per test reports) #BT-ASG-174)01 by Blackwater Testing, Inc. . STRUCTURAL ENOANEERING CALCULATIONS Structural angNleedrg calculations have been prepared which evaluate the product based on comparative and/or rational analysis In quailly the following design Criteria: 1. Maximum Allowable Spans 2, MRnlmum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 1210 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAK Q ENCINEERtNGEXPRESS.COM ENaIREERINGEXPR655.com ENGINEERING Page Z of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable Elsess has been used in the design ofthis prOdUCL Separation from aloAng Is not required for Installations: outside of wind zone 4 and assandal foo8ithes, Impact Resistance. Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist Wind loads as Indicated In the span sclledule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product steal be Installed in strict compliance with Its respective Product Evaluation Document P.O. ertgirkearing drawing), along with all components noted therein.. Product components shall be of the material specified In that product's respective Product Evaluation Document O.s. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In atsict accordance with the respective Product Evaluation: Document 0.9. engineering drawl"g) as noted hereln. Alt supporting host structures shell be designed to rosist all superimposed loads and shall be of a malodah listed in this product's respectIvo anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for an a afte-specific basis by a registered professional engineer. All Components which are permanently Installed shall be protected against corrosion, corRamination,, and other such damage at at tlrries. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, B[NA4a gat-v Frank Beanardo, PE ENoifni t G ExPREssO #PE0046549 I Cert Auth. 9885 160 SW 12YM AVENue SUITE 106, DEERFLELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ENGINEERINGEXPRESS,COM "ENGINEEBINGEXPRESS.C'OM. nnx M-wNAwwF�t , P'P -IMnw4 CAa'^rY.'.. =3C-PA i:.V•1 kit Ttt:Fil ✓. L .Ill J J4 M a,iLL '� '. iKClil3tFl '% ��qqqqpp ����tI,,�y �E-TEI+PB] .R I.C'a \TYPE it,t '��1 4'TiiT,ii i� IW L_'dtti rhU Vw , - t >P rc .Lt n:.iL A •3' PN. R.,. f :`-4.1U.: � , `.�t i-ate-rim ry„ axiU � nN 4. FLr 4Nt `IkY ^r e rr _ 4s ed IV;II • pp TK M w - d -. tS i Ed3 N N T- (' r•r. A F d x ,} I.L @ W. `ILd: "vll 3 e 1 S RJ Z 1 6 sit e 1 re''• .. T 1...ux T tr t ♦. 4 tt .,. Cllr LLF. A $ a ri' M fill �'' ,4 < Me D.x F u �' suit xa. - - 'av ✓ .Ir s �'. N. L nw n rx I{ ed;c -s sE: rc a 0 w LLl, t F i rVI .-d A ( wa U) S i,.rr '•',Ir, a4' 3 rt �i a•]:CUa+"FN 3: 1 1 . T=RNA nBU[LDD T ROUNTIxV 6X[RUBIOHS N III >- t CP.CD1\ i1TP - G t- er, rr1 W L 'ill i L •. a.1 U11.Y• g C Cl1 tl ROOR idOUN SCCTIDN� IN f eu Ur <i HA JY A M„rr' z. LK.n � n4iU "t•E� 2 �,l 437 p¢}'. Y7 :Y4p R]F 91 'ULL. P"Y4.4-�i. hi `Y33 i. N z & it fAEEO ITN Y t1 WIli U1}11 MS%INl.fi-T:, If1H ,T. � M1 V [X: UHk! i,;1 I::.L I i' •71h,. ':S]1 r+ '.. +.P: rnF.IIT... LRrt 4r - u rod sou: - Hx4d•'! nV Y :IVV.'Illii �L >+ r Iry T(Y' Ills 11 3: S -e4 � 1Y.- �• l 1 11i' # 11 •:1- O :� WAILMWFITS�TIQN Y': G 4) /� '-ilavT Y r.TMA . M L-"n R +•TT a•ct.: Y, a � N. L3 tz-UJ `S � 4nME 5 V BF ^4'rI. rr f a T rL,�M t a � I` .6•...:.e Ifs-i�sfiry¢a�r 'kk--41u.- �F*-_9 ��L- >l..�Af N.i1Y. 1 l'.:-kit •_k � (�„t� � 11 , r:P S e n-. C %' f fi3n::_. r:+n'a •m. cn.Nrrrxiw TYFC_ :K-t:[P,'.iILA- . { � tF-i^if o unn4. 'al ^I lrrusEDDI :. _, d ln.a av-s nTULCLevi,r: J nVi:a xd1 .uL.ILII: ,Fs a.. -! B t1: t amv v1 Will '4h f5 A, G112 h{ .wive � � iS1 i x n �' lEf3 FE[L11='• . i'I' f4 E"Y'+U 1.M N {•a: �� _TtI �T'I L. 1T12yi all ➢..13 :i: i:1'i. r < rF:s< AT0 Ca'sC:S'. TY AT Ixd .I Ill XI ONr1tlFaFM4118naRAle--. N.LDY A V T r,L w...la Ar,11 ,r.i or r` v"+. Z-20-31543 -. '.. r.-•.�-n' Pwas OlaGlavrxma Ill' � � n OPTLp1dALTOPlEOT€OM GIA6URE D- At. Ijyrlt9 E45ED' 'Rr'RiS!,'T"� Nit'^JHI _." c•..- r v :rYPF LL lit ttl ) t �VLY JN:C UEl:V1 , }Y IWJ L tilt +Kt .,ry. art lxC PF-%8t6E1- fIR'IJr'^['.L"V. Y. ti:4 'M w': ,t r t"Y' 1w+dfrttaNllF«n1wt5iHUu { \Ia ( •�_ "r'= n r' rtM.KfI110.H I MVIIPY SrC.l141d \J INSTALLAT19N DETAILS FOR SERIES 2000 E-Z HAND STORM PANEL i1} M POUF CONCRETEO `° 1 4"r: TAPGON O(NNCREM BLOCK ANC;DOR O IN Yf�!' REWJIREO> , ' � 1/4-a TAPe" 1� s140" DIETS HEAD TEK WOOD �. � ,""°" 101" HIM Ea'AD TEX ANCHOR O 12. O.C. i sc FROM REOIARFD I FROM EDGE OF ,$/{" a 1 . {(t EDGE OF �,j I 3SA i/4'hMxf' lays a0Lt8 W f i NR4n4lA I�• .�.._, ... ,. ,.....e._..,_. _. - ... -I I.W.; 1 (2� 1/2' ( N I f I" hell. )II,. `A/A,� Um POP TO 01KTICI i I .__..`"�L tUMNNUM POP: i i RNEr RWT ; t N j 1 i' ,r+b„mmlr ri01 N r D" MAX ! MAIL N PAKEL i.ENCn4 PFNEi tfNOtM Ik re i i I IgNI"-"SENPARXtiDN II TO1T1 (ilhSS, i. '):- i RX„ 3 '/4UMBS20 m TO «.A55: , OF �i '' it i NTHUMBSCREW p i L trvKP4 fXt, 1 2 , TAYC6at ANCRh1R. 1/{"A TAPOON _ I TIH FOURED 2",W WOOD Aa)CHOR a T2`GI�G'EE rM i 1LATE } CONCRETE BLOCK i > REQUIRED' "'Cum, MiIAL�I�idbUNtiNfi � Mr %7►lf •' M SCALE 3/8=1` SCALE 3/8-1" ,uurndNN.rr ,fir, p Ttc4X J °" " `' '�A�i '. •".. FLORIDA BUILDING CODE (Non elf h %loci Ilurrlcdna Zma 1 ,t' 1k MIN. PANEL LENGTH $ 0, 44 1.. INSTALLATION ARE ONLY VAUD FOR MAX, A.S:D, DES" SHALL. BE 2'-6` *. .t Yk C came TKseca,.Pdc 24 CAGE GU-YANtTEU Si€EL SittRN PANEL , s;. PRESSURE RATING +/- 40.0 ps.f. 4 A � PANEL LENGTH. Q STATE i 101Nc. PROTECTION PROQtII:i51, LLC. our i'ps. 'cil�;f}() Saga sAr. 51 3TArlr 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .,IJUAT. Ia Atiaa4ltan, 0. ai,an OsfK. iL ASi4 MEMBERS TO SOUTHERN PINE No 2, W/ SPECIFIC �yy 20-175 BE �+/ � ti� ��` aeMM. Doe m-wn. �.; oeei ma+an wxtrK': taaa)Ww-,a+a, roe (w}wa•a,it DENSITY OF 0,55 OR EQUAL Fi �1 L A�' ..+ona...IM.d.". ,.. ac lm, om ,nG. ,m.,,l. - Anovomm,+� 4vdrD1 7I°u1ts PL aiirr sa b to ALL AMERICAN SHUTTERS AND GLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ &NON HVHZ) 141v MIPUlY t :1 mav: --�-�- iL'JCATIDN MAY VARY) BOTTOM MOUNT Lmv (SP,AN BELOW TYPE AS REQ P) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL Y"-20 STITCH BOLTS IIIITHVYASHEREQ. PROVI DED THAT CONNECTIONS AND ANCHORS ARE USEDWHICH SATI11 WtNGNUTS FASTENED 9 SPANS ABOn\+E'a BELOVf 095,TRUCTIQN, OVERL,.F. d MIOSPAN P APPROPRTAT .,$PAN TABI VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 3 N,T,S. ELEVATION PA ALLOWABLE EL SPAN & GLASS L N E ARA ON SCHEDULE: S P TI E LE' 24 0AUGE PANELS - MINIMUM STORM PANEL SEPARATION FROM GLASS HVH WWOZONE4 & ESSENITAL FACILIRE . ( E � MAXIMUM PRESSURE PaEssuRli IMF) ' AVOWAa1E i SPAN Lmaz f I rNET IONS LESS INSTALtATXDNSOREATER At1A ao' aNDDVE' THAN 30' AaQVl GRADE THAN GRADE +-30 I30.0 At S08+n 2,i6in + -35 / i30A No 16 6.05Iti min 4/�40 �. 130,016 �sis j. 2,161A. .{ 5 ♦ 50 ... / 13o.aill Mr 130. a : _ SAaln 2.1aM 216 6.06M in /56 306,6rn 6Aain 2.SS-min r •00 / 93X ar. 6A9rr1' 2.53:fn + - 59 A1n In 2.7 In 6.1]. I 2 +7-i0 36A iAI 6321n ! 290(n.. Y/-72 27.0in 6.13-fin 2.9ajir�� SPAN i ENT GLASS SEPARATION NOTES: ° 1. ENTER SPAN SCHEDULE WITH POSITIVE DEMON LOAD TO DEMRM04E MINIMUM ALLOWABLE SENRRAn0N FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED MR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN. LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (cTwE Ai- - 4ENQi L3, FOR INSTALLATIONS. OUTSIDE OF'THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES Y THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PIROTECTEDOPENING is R. RED. MAXIMUM ALLOWABLE ., DESIGN PRESSURES; AS tJOiH)'IN f?ES1GN DESIGN NOTES: -SCt-i�EDULES PO TIV AND NEGATIVE :E GN PRESSURES LCU. -'E FOR USE wwIIN''fTH iHI55Y5TM 9HALL BEDETE IRA NEDPE0.-D SEpARATEENGiNEERING IN ACCORDANCE WITH THE COVER G CO E. PRESSLI &RE VIREf1EM5,�5 1609 rHE ORIti tLDIPICIC(X)ESSHALLBb LEGSPTTEHAN OR UAL TO THE POSTTIVE OR NL-GAAD IN PRE URE CAPACITY VALUES LISTED': HEREIN FOR ANy` ASSEMBLY ASSHOWN; USSOIN.rFE M4XEMUM TESTED 5R11VPNOCM AP 96VL NUMBER VISIT ECALC10131543 ■ $s© F R]r3°7 R C xl TC•3 rep Y n r M-u ' fit wen EHaD�rwoETrR�4 DDwsroRE F9RAL'VngHALf W1A PFP4nT'a,d RE9OLFCES. MINIMUM ALLOWABLE SPAN SCHEDULE o• UMMIMIMUMM"I 'L91tG1# %1Z'ii iGi�r7i mil rE"�IIF.��iirli�'iae�ll sF� „ 'G'Ii�ERTilIDh®iE'�'IlES37ELDi�Iic�&'if�c171E � " .Eil..I0 . . IGi-. ' .' •X ""Im"EME N.E. .BA y t%1NDnIONS AYTQP t1R BOTTOM.YPi,Nn. tENGrl151E5STXNY .".. TAaiE "••• PRE •»• 1M05E f10D$01N Aafk'B rqr ALX:F♦TA OI =.00nVt OURMI GCOMMIIN IS I9Ee WMN'l PANrl LOOMIS TER T91nN THAT xdTED Ee g REW r,Rly, R RnSPKTIVp n19VNnnG GGNBIN4TlarI A6DVE, 3. 610E CJ.DSSaEa fORALL MIILa01R MOUNTS INTAilE A6CVE t'S REQUIRED WNERBSIirn Q9".dOR ARE:deT USleWITM OURDOIdT DADiWtl2 aiB MoS RE 0 ON GkAS'S DLT "IF' QIARE 56PA4arI fRQM srAuaE PFR ARL 4: T E FPlJILr Te )I T *22 OR W1Tr10Nt: TS P Act. 4♦ (ATM STdTCH mL S APdPl4Ra APk15; ♦l6TH WCTN MNEL fA. PANES b2.T qL 4.3.4" O.C, S. NGPok T AIL-36'NINMta1U5MG ONRVNnN I eFTrR''N*NMN% iePDR s t 9oTTaTa05TdResPE1 crag IfETAtI'K° 415TNGANY MD NCiC0.N0fT10N 5}�ATI IN - AAkT NDt•TP. t. uNtr. TMsaa. NSs. /;"I QPTIONAL INTERIOR FASTENING DETAIL N.T.S. _ r;,1(iPTIONSTAL EGRESS PANEL DETAIL tm}-INTER20RFAENING LAE EL 4 a 2S0".- .DABS^. F.�2990" 2.2SO". I+ Jr-OOb0 1/'I zu S1UUX PIy 'M"` --�O,D9a" u pp 11��1 z " - 0.094" 5°. 009"� V. lE'F r-0.525" �N '50 R g p U:125 0.. ]BfiA g �i V ffi • D099" 6-9 4' :.,T } 1 '�S:1z0" �. °N TYP "+In. TYP -+w o T A M m m gq3% .062 i.LL1930" L93W tv0.062° .0620375°� .D62" 1.OaD ::,� U 0.052" �;1 .2. 0 9 ° TYP. 3CDD .22.000., I- . , 1 2 D2o 1 z,doo° I- s, a w W U ply¢ HE OF.R.. 4::c1E ��Ltffi nLcsyRE; 6' STL' ' tSk'Y' ; 5,< W 21' 119 N HENIER: u A - neulLU-o UT tf HEFNER L%IAaetm 6Nci m I Ii g„ �1.5d0" L810 II•'3 300'65A-X-.{ .31}¢ " D,3y6"" �p -03g"2°" 0376' .0:1 °.2n . 1- 12.500" PANEL COVERAG�,.... I 1 0iT79"-'� "' 55 0,19fL �-I11-Db55 Oj T b55 .�6" 00.250° 1.W7 .. 19 675" PANEL LENGTH ,- 'r> t �G )-U 54S?. D.5 9'150" OASp' + CI R` I4 GI L 111 `i ° " - wIARYE�ION 0.085 0,2%!' �OTY�POJ 0ryp 2:D O.O9tl'_Rlvnlsril 0) O,lili` R0.135 O lOS' 0 7DD P. 0 090" 0,957, ._ @ QUILOL� -COT r' TRACK T • TFt 0. •F• - " DIE. W H C A NUWI'r 9ER u s:,.l UL:aI j4'•-3:400"... 4125' MRY bF d ffi O aj: RF?JERSED yr.. ,.,. TY rd-. v�T L. 1i2.iY.+LL "F' �- TRACK {EXTENOED7 N ,'•T y:- _ Y OOD v tie v c xaTCP: OVER VIP 1 �25"MAX. CI.Tr Y'i:Ylnl ill. ip lxdAll k. ; C f, CORNER:CLOSURE DETAIL, ]- + yl V Ay,, Y L+ 0.198 }- -ul»:. yncTE.25" MAX,,} SL" MAX ce h fT ]P, .'dTF H I YP.ItnY W - BUILD -OUT TF DISTANCE ,.-.. 4dAll M kiwi IS (xtNRrn IM1h i1 v r 1 III. V.:rc Ire i n r nr, r+rrr it 100011' 1 Ilr ,'�;LLc.^ E 1 1 N Ik Jl to Q EMBED i D00n ::•I P] +' 8 'CCL^ ,T »F mates SC F'P t.ne >w:: fie l{P"P Tk i3E p3 f " ..•ti . S Da: 7 w.k5"e=, ;'] ar- "i f v.. :', , 3 a I. OVERLAP tw» I v1r 3.629°y MAX' 19)rIIH1111 MIHINI I'I[riitxY.l)Yrfitl g Ie.x �-:251:' MAX - MAX. r�RNER CLOSURE DEfA[L BED F '3'�.'i .H}., 5 [E D TRAPMDUrITCLb5URE0ETAtL xjf.Ri^A:.IFO nR'rT,'cr ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANELFASTENERS O 12.5" 0.12, ®t Y1MWIMMMSE ® 1M ®flF ESNEEMETMMMMEM®BEM EEMMEMEMOMEMMKMI1111MM IM r ®E�➢�®���®BEM � • ° E»E�E»E��� E>aa �E�E1�' E11��® °�• IM , ®ENE»®�hE�® • ' � WN HIM. / ///�'/�' � / /% fMEN ® • ° �E}�E2���®� i'GTaEiS'�Blir.6i� li`✓>a N j 1 max oESECN ANCHOR, PRESaeRE TY Pi !EF ..now uriD n' Ir nun iw m aar " L "' GONNYYPE C1 Q- C3 C4 COHNT'PE C1 C2 C3 C4 COIN TYPE. E C S- 1 Z C3 C 3/4"z2"EMBED 33 M'S4;ItFW 41 i 48 52 72 12 F 160" Sb 0° 10.9' 125 Y6 0 Lfi 0' 7 5 1 2 S i6 Sb 0' 7" 0 .6 L 25 0" O IB 16 e ° a 12.5 15D '1. 125' Btl 14fl".B0" 1 5 2 16.'0'16 0 7.3 12 S 1 0 6 4 t 7 SD 32,5" Sfi D 14.7 12 5 L1.51 16.0' SG.O 160' iA 7 69" fig" 12 5 12 S 0 IB 1 O 6 14 7" b 0 1 7" 90 9 12 5" 125' D 1 S' 6 i+ 7" -6 0" - i tl 14t1 0" 9 6 6 xisel °-r]•tBrD: U2 33 SNOOD BDREW 41 46 52 72 12 5 16 160 O 30 1 Z:: 1 6 1 60 121" 7 D 12 5 16 ] .$" 0 0 62" 125 12 6 12,S1 12,51, 69"1 1 41 16 0" 1 2 0 1 1 " B.0' ,L,1 16.0" -9 6' &7" 7 0" 616.0115B 4 6,6' SZ.S 1 5 2.. i2LT 12.5 14 0 6 1 0 %Ioll 97' 36 9: 3 6 6 9 6" $ 6 125" ] 5' 2, i" 12 5" Yba 6' 97" :5• i6 a 9.6" 5.6" SSD .6- 3.E" 9 1/ 4=n 1a 4• rAaED f 33 TAP ORLP'CFAS' 41 46 araiW�YD 52 12 5 16.0' Y6. 0 i t 2S 1 Q' 6 i 7 3" 7 5" 2 3 D 2 `. 6D Y fi 9" 1 a ,2 1 5 2 160':1 3, 3 2 S lib 0 9 T' 2 1 .5 12 5 16.71 Sl, " 4 SZlS" 1 a 6 9 1' ' 12:5" SSD 9.1°: 1251 S60' 1015" 6 91 .0 125 S2 e5 16 0 16❑ 9 L 9.1' 12.5" 2 " 1 5 50 16 ❑ 4. Y` ] 14' z' S' EMBED 1 a' 33 I nblHfN N..., 41 VdooD:6usNwc 48 52 ]2 125. 1 0''86 7,3" SZ:S 133 6,0" 51 12.5' 1 5' 2 fi ' 1 U 7 0' S 9" 125 12 5 4 8" 4 1' Q 25" 12 4 I2 15.4".: 5,9 5. 9 6 5 Z 1 3 12.5 5.5 4.7 5; S 2 1T 3 • 4 " 4.7' O 62V- Y " 4 " 2 4.] .0 625 32.3 9,7 4.0 6:25 Y23 4.7 4.ff .fi 25' -- 12.3 4.T 4.0 ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TD:ALL PRODUCTS :CER DHEREIN,13 T CERTIFIED U ONLY.PROVIDES MAXIMUM ALLOWABLE,ANCHOR SPACING. MAXIMUM. ALLOWABLE SPANS AN PRESSURES I -I. TE IN SPAN SCHEDULE SHALL APPLY. A D ND CA. D 2, ENTE0. ANCH09 SCHEDULE BASEDOIN PANEL FA .111 SPACING, THE EXISTING STRUCTURE 3, 'PANEL FASTENERS' ARE STUDS USED IN LONIUNCTIONWITH:ALL MOUNTING. EXTRUSIONS (P TRACK, STUDDED ANGLE, ETC.) USE 6 25 O G PANEL FASTENER SPACING TABLE VALUES FOR ALL'Tr' AND U" HEADERS (INCLUDING SUILDOUr CONDITIONS). 4. ANCHORS SHALL BE DJSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECCIMMENDATIONS.. S HOLL:OW BLOCK HDGT STRUCTURE SHALL CONFQ.RM TO ASTM !Z D BLOCK 6 A MUM EM@FOMENT SHALL BE AS NOTED IN ANCHORSCHEDULE 7. MINMUM EMBEDMEM AND EDGE DISTANCE EXCW DES STUCCO, FOAM, BRICK, AND OTifrR L'1RW IL. REMOVABLE ANCHORS ARE: DEWALTPANELMATEA -POINTS-5013D3ET 6BRASS BUSHING G Z. MACHINE I: 'M MU ENGAGEMENT P DST' BASE 1 HL , /2 MINIMUM GEM NT F THREADS INTO THE B 5 ANCHOR AND MAY HAVE EITHER A PAN HEART TRUSS tiEPDI DR WAFER HEAD (SIDEroL'ALK BOLT) U, N:O: 13 MINIMUM EMBEDMENT ANO ®GE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES. t4 RESWNATES ANCHOR CONDITIONS 14HICH ARE NOT ACCEPTABLE US ES. L5. 11c DIRECT MOUNTING CDNDITKIN,S. 16Y LINEAR INTERPOLATION SS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON q ^W W 0 W U N Q C 0 O C .� C6 V -0 N 0- C =3 CIO O MCn O 0 O O W ^0- ^ Y� -0 0 E LL a 0 "w Cn 0 N � .� .� �'/�ry VJ �. a z z W J C'aY CV col 00 > z, O C= M LD `'r: )G Q N LL .} V L- C V fII fC 4� < C) al N > \i q �� tt - Z J d A >>F. w (D (W� i v U)) " O U O �r U `� VJ W LU = Q Z -1 SHEET NO, SH 1.5