Loading...
HomeMy WebLinkAbout36399-36419 Garden Wall WayI---tI-- -- -- - --- -- — --- -- I --L- ---- 3 y 0 C N 0 .o M N 1 N_ rM N J M LID un to 0 1 LO Ln co LE I v v cn 0 0 M N 1 _N NM N LO rn to 0 1 LO O CID I LO / v rn 0 Q rn c 0 tR Q / v d y N E: 0 S `v c C J 0 CU c 0 UI / Q U .0 0 a i a. 0 0 U J t� CV 0 GV N 45 v r1 0 a N 0 CV N cep 0 0 m v v cn MA - - Lei M AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B fold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of 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 K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NITS 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 orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. 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. 11 MEN H, Ion I Ion IN UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 6 -UNIT TOWNHOMES (ACCCCA) L IF= F*4 114 P1 F110M 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 3 - -- - - i 8.2 ROOF PLAN ELEVATION X (EJ 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN 10.2 ROOF FRAMING PLAN X - R7� 1 11.1 UNIT -A 1532 ELECTRICAL PLAN 11.2 UNIT-C 1624 ELECTRICAL PLAN 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS U SN STRUCTURAL NOTES SN1 DETAILS 0 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 documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N 0 � d 'O > W o LLJ o sCZ (� CL M � m X �o Ndo� � N K d d iv d d Lf =dean i c � E o > r� E 10 2022 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q ,a E N 0 Cb co 0 - Cn Q w C J 5 � u- i w a Z — o 0)a 4 8 W _ C � � � m W 0, w M Z Q J ZN OU (0) W ❑ ❑ C Z Cl) Z zo Q � —I — 0- N n N z W We U O w s N Of y �N � �= U w E —. U 'o < _ • o Z M z Z o Z a E Z �Z 0 aN 0- E i Z Z n] o X ° Z U 0Z ww N wz o ¢ � p N C Z ox m p Z z Z _< N J < f w iV 3 oa Zo LL aZ W C) J MI5 >O o wa s� oI Z a U 3 c O 0 L ai rn N r 0 � O C'V c� M N �O CNI N N 00 0 V) m _ M T N a--+ N F— O ILJ7 �--� N LO C o O O C� O N r E M E N co o Z Z E T �; y m E v ?? c JOB NO: 22-06559-06554 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 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. � 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" ='•'"•=•-;"' #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" �" :: •; h, •e I' CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. ° e< 4 d � a Q d ° a ;i • ° ° Q T (4) #5 ° ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLA= t; .151 1 SECTION A —A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE q q ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB rFM'2�4BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" SYMMETRICAL VERIFY VERIFY 3' 0" x 3'•0" x V_0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C UCPAD T-O" x T-0" x V-0" PAD PAD L PAD w/ (4) #5 E.W. L S3 L HOSE S3 2'-0" x 2'-0" x 1'•0" OSE HOS 2'-0" x r-o^ x 1'-0" S3 r•0" x 2'•0" x 1'•0" gib w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. BIB CONDO F CONDENSATE CONDENSATE 4' ELEV. FIN.LINE I LINE -4" ELEV. FIN. I -4" ELEV. FIN. LINE I A 1Uj 1 a_ CONC. SLAB 2 I I o CONC. SLAB 2 I I CONC. SLAB 2 S3 �, co�, 1& 6'-8"Lo S-10" LO 3'-10" 2'-8" 2'-8" L. 3'-10" 1A. 3'-10" LO 6-8" '-0" '- " 6'-8" 3'-10" T-10" 2'-8" 40 .4" -4" 4" o PROVIDE �" RECESS FOR — — — 1 _ r —� — — — — ROVIDE 1 Y" RECESS FOR I _ _ _PRWI E_!,�! RECESS FOR — — r— SLIDING GLASS F0_0R_RE_FIJF TO I I LIDINGSLASS 00 '-RREFER TO r SLIDING GLASS DO R. REFER TO I I F `r I MASON'S SCOPE FOR WIDTH OP L I ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH I 00 J I I - - 65 io I I 1 00 PROVIDE LINE FOR PROVIDE LINE FOR ® I M 00 PROVIDE LINE FOR D1 D1 ICE MAKER I ICE MAKER D1 M I I M I S3 I ICE MAKER I I 1) S3 I I I S3 17771 r7i� 4,—,-n iv i I I 1 3Y" MIN. 3000 PSI CONC. SLAB FOR 1 ` I I 'n ( I r B S I T II T 11( f 1 HERNANDO COUNTY ONLY. 3Y" MIN, L __ jJ Lt�� 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I DBL. SINK wl O0 I ' I DBL. SINK w/ I I I DBL. SINK w/ I I I o0 _ _ fO DISPOSAL CD C.J. � - - _--DISPOSA _ _C.J. C.J. � DISPOSAL - - � - - - -1 I r> 11 �> II� I` �— I ( I I kf 1 IILJ J LJJ I I I I I I LI I I I-JI`J TYP.@ I L---J€L=� =�l �_=-3L---� L 2-STORY U.N.O. I _ _ —- I — — _ _ I ( '�_ _ — - q 12'-5" 5'-11"1 1 5'-11" 12'-1" 12'-1" 5'-11" ® I I Pw0 I I PWO I I I I PWO U dI I C5 14'-6' 3'-1 " I I T-10" 4'-2" 14'- T-10' 40 00 Cn M ' 0 1 I I I I I I o I I 1 0 t2 r 0'-0" ELEV. I I 0'-0" ELE 0'-0" ELEV. I I I I I I FIN CON . SLAB FIN CON . SLAB ® I FIN CONC. SLAB — C.J. C.J. 00 — — I C.J. _ co M I GG I GG I I� GG I I I I I S3 I I S3 I I S3 I ® I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I I I @FOUNDATION I I I I 0 1 '-4" I I 2' 0" 2' 0" I I 16'-0 6'-0" _ 2' 0" 00 I �_ ,I—�I�--� I I I I I I I r ® I �I IL j I I_ I l L iI 1 N ;� IE,� BELOW ( ow F.F. ELEV. CAN BE NO I I // I IMORE THAN 1 112 �\ i �� //� I I — �l L ■ IBELOW TOP OF — — — L EGRESS DOOR I (VERIFY OLD, FIELD�I I CD K `° .HI / \ I N K I ' I is K N I' W.H� / I CD PROVIDE 112"RECESS FOR S3 N �� _ T -/J S3 PROVIDE 112" RECESS FOR PROVIDE 112" RECESS F R S3 L� FRONT DOOR. REFER TO v I I a FRONT DOOR. REFER TO FRONT DOOR. REFER T v MASONS SCOPE FOR WIDTH 2'- 0 ' 2'-10 " MASON'S SCOPE FOR WIDTH MASONS SCOPE FOR WIDTH 2-10ti ■ ® ® EG FM24 I FM24 ® M1 ® ® FM24 •4" / I I I I I �" / -4" / I 4'-0" -0" 0" I 10'-6" 10'-6" 0" '-0" 4'-0" 1I-8 1'-8" 4'_0" 0" 0" I 0' 6" co 40 I _ o -4" ELEV. FIN. 9 I 1 00 ;�, -4" ELEV. FIN. I I " `r -4" ELEV. FIN. I I is CONC. SLAB I I CONC. SLAB I CONC. SLAB I Pw01 ® I ELEV. APPROX. ® I PW01 — — I ' D1 I 2 I ELEV. CAN NO I " Q1 ■ I _ C.J. _ _ _ I _ _ C. _ ELI I MORE THAN 1-1/2" _ _ _T C.J. _ EV. ROX. ■ I I I 1 112" BELOW F.F _ w N k N W 11� I BELOW TOP OF I a N 1'-4" 5'-8" I I oI ELEV. CAN BE NA I EGRESS DOOR �� T-O" x T-0" x 1'-0° I MORE THAN 1-1/4" I THRESHOLD. w/ (4) #5 E.W. N L o 1 q I I 1 I F- BELOW TOP OF FIELD VERIFY Q S3 S3 LO I I I I 55 I ® T EGRESS DOOR I I ® I 55 D1 I I D1 FIELD VERIFY ( I D1 o I I I 1 1 [cop I I l l o A co l I I I I I M S3-- q "SEES 3 FOR S3 _ I S3 I ■ _ ■ S3 RECESS OPT.' T — — — -I ■ I ■ — — — — — N L L ZV ® ■ S3 I S3 ■QF HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB BIB BIB WIN FILLED CELL W/IN FILLED CELL WIN FILLED CELL V-8" 8'-0" 1'-8" V-8" 8'-0" V-8" 11'4' 11'4" 6-8" 6'-8" . V-8" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT, ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y4"=1'-0" CrJ crr tca o C%4 o U O.. C"-J LUI C A U CV C� - amx o N Di O Co Q a� y fO m a- c e o n o 1Aj r r, (; .< J O • ` . F L �� •��f�/,��f 0 To the best of the Engineers knowledge, information and belief, the structural plans and speafications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E V y W SO N to Z� # M v ik l Q J u_ L L LL W a — d Z Y �� 1004 W 05 m ui d J Z CN Cl) ZLL N O U a cam.) a < R 0 W '. W ❑ ❑ V M � z °' �p N O - o z m ID Z n Q (Z � � z C9 0 LL �1 T, W y o—� ,, � c U � w J "— E t0 $ I I 1 = L z U o o� Q Y • Q N W 44 O W Cl) aZ Z ¢ Q. E OU = o 0 i >o �® ° a E N° OO Z F E O M xU Off¢ d p �° °OX a z CN w r .0 ~O, Z w m>Z z °p z s° O Q 3j aZ W C Z S f IIIIIIIII� CDw� >° a V a c Ll .0 O > C� N O c_o oM CV C4 Co M L0 : N CN 1 60 '^ W m r N 4-1 O LA-) += -0 (V L0 c .0 o 0 rn CD 04 O N T E E N y o Z Z E r c a 0 _j ¢ o JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =1'-0" 4 50 BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3A" TOTAL RUN = 14'-2" 42" KNEE WALL \ \\ WITH 1x8 CAP & 3A" PLYWOOD CASING (AT 2nd DECKING \\ FLOOR ONLY) \ c� \ \ F. FL. ------- -------- \- -- `r 18 \ \ 17 \ 16 \ 15 \ 14 \\ 13 \\ 12 11 CONT. ao 10 HAND RAIL 9 d O 8 F. FL. 1 14'-2" 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 I 0 co WINDOW SCHEDULE I 0 co WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 � S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 381 26 x 371 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 381 5271 X 37 1 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 62 2 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DRYWALL (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. w 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE w THAN 38" ABV. TREAD NOSING METAL U HANDRAIL a, BRACKET = BLOCKING AS Z REQUIRED F. FL. J HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 Gear 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 Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. It 18'-4" 1t A„ 171 A„ 71 O" VERIFY AC PAD I I ( A/C LOCATION OF PAD A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE 8" 6-0"10'-8'1 = 6-8" T-10" to T-10" LO 2'-8" O IT ~ °' 6068 SGD O °' g oo ■ ® ® ■ 00 Q 5 r 5-SH T2 2468 REF 00 I o 7'-11" T-2" 6'-7" O O r' N © cn 3 I M DINING N KITCHEN z I'O 9'-4" FLAT CLG. 9'-4" FLAT CLG. Sv-® TILE TILE 00 SI N K w/ I 00 D/W DISPOSAL fO O O r---J 10 FLRG. LINEL ________ _ 2x8 WALL ® F-0" 6-0" T-8" O r 16" CNTR. AT 42" to 11.E o r A.F.F. 1/2 WALL ;n ih OA N '� CAPPED r1 UP c� 00 M 00 55 GREAT ROOM D1 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13-8" M, GG S3 10 r 11 o OU, 12 N 2x6 WALL Cl) 6'-8" 2-4- 4'-4" I *NO UPLIFT* _ Q - o0 - - 1 io S4 - - - W01 oo FLRG. LINE '� D1 - N H1L01 N -! TYP. q I TILE - r I CD rn N J ■ FOYER N ' � � 0 9'-4" FLAT CLG. 2868 g TILE _ oOP 0 co q T.O.M N W.H. to914" Q O� 7'-0" 2-6" CO ■ © 3068 BUILDER TO PROVIDE APPLIANCE 4'- -0' PROTECTION 40 91- I WHEN 2'- " 4'-8" REQUIRED PER o E Y -1 FBC Q0 C° 9'-4" CLG. A.F.F. CONCRETE1 -CAR GARAG E -----�--- - 9'-4" FU,TCLG. q O CONCRETE ■ o N N bo O 16" SQUARE '- CMU COLUMN _ o 0 inr - - - - - - - - - - - - - - - -- I I 00 I I 60 I I ■ I LINE OF 2nd STRY. ABV. I- + g I '*NOTE * I OP 600 I BLK. WALLS ARE V-8" I o TALL FOR "A" NIT 5'-8" I co 0 FROM FRO14T OF iD I K GARAGE i TYP. @ i I S4 GARAG 8'xT GARAGE JPOOR N 1'-4" 5-8" V-8" 8'-0" 1'-8'1 01 7'-0" 1 V-4" L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: A'*=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) - - - rO r 3'-4" 4.0 12'-0" 3'-0" I 1010 1'-4" V-8" Lo 3-10" it 5'-0" P 3'-10"1A. 2'-8" 00 © O I MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS I EGRESS o ;o r OWNER'S 55 BEDROOM D1 TYP. U.N.O. ® M�� 8'-0" FLAT CLG. CARPET 117 N o80 0 00 17'-8" N � io 64" 4'4" T-0" I ® M.C. - - - - - R&S >04 O. BATH I 22"x36" -----, ATTIC 0 8'-0" FLA CLG. CARP T ACCESS W 1 C I N 00 ^ � 8FLAT CLG I ., AN N N I N I ICARPET , PW01 rn L -V- -j I D 1 TYP --- R&S ----J I N O O 2868 5 ® 6 oo I 7 00 10 E T00 7' A. CO 8 1 N 60"x AHU 00 WEIR P I F- 1 10 io � U R/A I I 11 un 0o i 5' 114, 4'4- it S-4" T-8" LOFT 13 _ o is`4 V-0" FLAT CLG. 14 ,rc CARPET 15 00 jN 16 I I 17 10 UP 18 7' A.F.F. 0 1/2 WALL - CAPPED I ba NO = 5'-4 N ch a i0 2668 NBAT ti�600 8'-0" FLAT CLG ■ M.C. CARPET , ' WIC 8'-0" FLAT CLG. �y CARPET 2668 0) N O 06 L cn Z BEDROOM 2 R&S . 8'-0" FLAT CLG. - CARPET - cq »T� G.T. r G.T. eo 0 rn © LO MOD 25 SH (39"x59") ■ EGRESS T-8" 3'-10" S-10" 40 4'-0" 7'4" 01_ 0 0P T-0" 1 V-4" 18'-4" - O 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) - G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 N" cv = ,o dLU O W V CV - no x N CM 3 = 67 E � ID 9 � = E o a � `\ +r • ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q F O N U p fJ 0 m N r c a0 y (li VJ N CD# 13 � M � 2s2S J w Q C -! 5 LL w � w LL S a- _Z - a X m c W 'Cp N u) 00 0 W ��pjO' m w -. Z NLL N Z Q J Z OU v W ❑ ❑ (D M Z N o z Z oic Q W to z a 0�1 u, 5 U ° 0 ,, $ N c y ON�) w � I e I g U ) Q Y C w M ¢ Z M G LL. E C oo <R ad U wj as H ro x� Do Z _ O O O E �i iz CV ¢o r� �>_ <=m� o Z W -2 Zz - a "m QW U:) �� Cf)0) < Z Z 8 g° W a w 0 to o 4 a� C _ RIs o wa R0 a za 03 N O 2 � rn 04 U Ci7 co M CM N `o N T CV 0 r 60 U) m co F- O N LO N Q O N LnLO E ILO M N �; Z Z r C m o v ui c FLU J Q JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 3 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 Gear 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 Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. It 18'-4" 1t A„ 171 A„ 71 O" VERIFY AC PAD I I ( A/C LOCATION OF PAD A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE 8" 6-0"10'-8'1 = 6-8" T-10" to T-10" LO 2'-8" O IT ~ °' 6068 SGD O °' g oo ■ ® ® ■ 00 Q 5 r 5-SH T2 2468 REF 00 I o 7'-11" T-2" 6'-7" O O r' N © cn 3 I M DINING N KITCHEN z I'O 9'-4" FLAT CLG. 9'-4" FLAT CLG. Sv-® TILE TILE 00 SI N K w/ I 00 D/W DISPOSAL fO O O r---J 10 FLRG. LINEL ________ _ 2x8 WALL ® F-0" 6-0" T-8" O r 16" CNTR. AT 42" to 11.E o r A.F.F. 1/2 WALL ;n ih OA N '� CAPPED r1 UP c� 00 M 00 55 GREAT ROOM D1 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13-8" M, GG S3 10 r 11 o OU, 12 N 2x6 WALL Cl) 6'-8" 2-4- 4'-4" I *NO UPLIFT* _ Q - o0 - - 1 io S4 - - - W01 oo FLRG. LINE '� D1 - N H1L01 N -! TYP. q I TILE - r I CD rn N J ■ FOYER N ' � � 0 9'-4" FLAT CLG. 2868 g TILE _ oOP 0 co q T.O.M N W.H. to914" Q O� 7'-0" 2-6" CO ■ © 3068 BUILDER TO PROVIDE APPLIANCE 4'- -0' PROTECTION 40 91- I WHEN 2'- " 4'-8" REQUIRED PER o E Y -1 FBC Q0 C° 9'-4" CLG. A.F.F. CONCRETE1 -CAR GARAG E -----�--- - 9'-4" FU,TCLG. q O CONCRETE ■ o N N bo O 16" SQUARE '- CMU COLUMN _ o 0 inr - - - - - - - - - - - - - - - -- I I 00 I I 60 I I ■ I LINE OF 2nd STRY. ABV. I- + g I '*NOTE * I OP 600 I BLK. WALLS ARE V-8" I o TALL FOR "A" NIT 5'-8" I co 0 FROM FRO14T OF iD I K GARAGE i TYP. @ i I S4 GARAG 8'xT GARAGE JPOOR N 1'-4" 5-8" V-8" 8'-0" 1'-8'1 01 7'-0" 1 V-4" L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: A'*=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) - - - rO r 3'-4" 4.0 12'-0" 3'-0" I 1010 1'-4" V-8" Lo 3-10" it 5'-0" P 3'-10"1A. 2'-8" 00 © O I MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS I EGRESS o ;o r OWNER'S 55 BEDROOM D1 TYP. U.N.O. ® M�� 8'-0" FLAT CLG. CARPET 117 N o80 0 00 17'-8" N � io 64" 4'4" T-0" I ® M.C. - - - - - R&S >04 O. BATH I 22"x36" -----, ATTIC 0 8'-0" FLA CLG. CARP T ACCESS W 1 C I N 00 ^ � 8FLAT CLG I ., AN N N I N I ICARPET , PW01 rn L -V- -j I D 1 TYP --- R&S ----J I N O O 2868 5 ® 6 oo I 7 00 10 E T00 7' A. CO 8 1 N 60"x AHU 00 WEIR P I F- 1 10 io � U R/A I I 11 un 0o i 5' 114, 4'4- it S-4" T-8" LOFT 13 _ o is`4 V-0" FLAT CLG. 14 ,rc CARPET 15 00 jN 16 I I 17 10 UP 18 7' A.F.F. 0 1/2 WALL - CAPPED I ba NO = 5'-4 N ch a i0 2668 NBAT ti�600 8'-0" FLAT CLG ■ M.C. CARPET , ' WIC 8'-0" FLAT CLG. �y CARPET 2668 0) N O 06 L cn Z BEDROOM 2 R&S . 8'-0" FLAT CLG. - CARPET - cq »T� G.T. r G.T. eo 0 rn © LO MOD 25 SH (39"x59") ■ EGRESS T-8" 3'-10" S-10" 40 4'-0" 7'4" 01_ 0 0P T-0" 1 V-4" 18'-4" - O 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) - G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 N" cv = ,o dLU O W V CV - no x N CM 3 = 67 E � ID 9 � = E o a � `\ +r • ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q F O N U p fJ 0 m N r c a0 y (li VJ N CD# 13 � M � 2s2S J w Q C -! 5 LL w � w LL S a- _Z - a X m c W 'Cp N u) 00 0 W ��pjO' m w -. Z NLL N Z Q J Z OU v W ❑ ❑ (D M Z N o z Z oic Q W to z a 0�1 u, 5 U ° 0 ,, $ N c y ON�) w � I e I g U ) Q Y C w M ¢ Z M G LL. E C oo <R ad U wj as H ro x� Do Z _ O O O E �i iz CV ¢o r� �>_ <=m� o Z W -2 Zz - a "m QW U:) �� Cf)0) < Z Z 8 g° W a w 0 to o 4 a� C _ RIs o wa R0 a za 03 N O 2 � rn 04 U Ci7 co M CM N `o N T CV 0 r 60 U) m co F- O N LO N Q O N LnLO E ILO M N �; Z Z r C m o v ui c FLU J Q JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 3 c� 00 M 00 55 GREAT ROOM D1 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13-8" M, GG S3 10 r 11 o OU, 12 N 2x6 WALL Cl) 6'-8" 2-4- 4'-4" I *NO UPLIFT* _ Q - o0 - - 1 io S4 - - - W01 oo FLRG. LINE '� D1 - N H1L01 N -! TYP. q I TILE - r I CD rn N J ■ FOYER N ' � � 0 9'-4" FLAT CLG. 2868 g TILE _ oOP 0 co q T.O.M N W.H. to914" Q O� 7'-0" 2-6" CO ■ © 3068 BUILDER TO PROVIDE APPLIANCE 4'- -0' PROTECTION 40 91- I WHEN 2'- " 4'-8" REQUIRED PER o E Y -1 FBC Q0 C° 9'-4" CLG. A.F.F. CONCRETE1 -CAR GARAG E -----�--- - 9'-4" FU,TCLG. q O CONCRETE ■ o N N bo O 16" SQUARE '- CMU COLUMN _ o 0 inr - - - - - - - - - - - - - - - -- I I 00 I I 60 I I ■ I LINE OF 2nd STRY. ABV. I- + g I '*NOTE * I OP 600 I BLK. WALLS ARE V-8" I o TALL FOR "A" NIT 5'-8" I co 0 FROM FRO14T OF iD I K GARAGE i TYP. @ i I S4 GARAG 8'xT GARAGE JPOOR N 1'-4" 5-8" V-8" 8'-0" 1'-8'1 01 7'-0" 1 V-4" L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: A'*=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) - - - rO r 3'-4" 4.0 12'-0" 3'-0" I 1010 1'-4" V-8" Lo 3-10" it 5'-0" P 3'-10"1A. 2'-8" 00 © O I MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS I EGRESS o ;o r OWNER'S 55 BEDROOM D1 TYP. U.N.O. ® M�� 8'-0" FLAT CLG. CARPET 117 N o80 0 00 17'-8" N � io 64" 4'4" T-0" I ® M.C. - - - - - R&S >04 O. BATH I 22"x36" -----, ATTIC 0 8'-0" FLA CLG. CARP T ACCESS W 1 C I N 00 ^ � 8FLAT CLG I ., AN N N I N I ICARPET , PW01 rn L -V- -j I D 1 TYP --- R&S ----J I N O O 2868 5 ® 6 oo I 7 00 10 E T00 7' A. CO 8 1 N 60"x AHU 00 WEIR P I F- 1 10 io � U R/A I I 11 un 0o i 5' 114, 4'4- it S-4" T-8" LOFT 13 _ o is`4 V-0" FLAT CLG. 14 ,rc CARPET 15 00 jN 16 I I 17 10 UP 18 7' A.F.F. 0 1/2 WALL - CAPPED I ba NO = 5'-4 N ch a i0 2668 NBAT ti�600 8'-0" FLAT CLG ■ M.C. CARPET , ' WIC 8'-0" FLAT CLG. �y CARPET 2668 0) N O 06 L cn Z BEDROOM 2 R&S . 8'-0" FLAT CLG. - CARPET - cq »T� G.T. r G.T. eo 0 rn © LO MOD 25 SH (39"x59") ■ EGRESS T-8" 3'-10" S-10" 40 4'-0" 7'4" 01_ 0 0P T-0" 1 V-4" 18'-4" - O 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) - G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 N" cv = ,o dLU O W V CV - no x N CM 3 = 67 E � ID 9 � = E o a � `\ +r • ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q F O N U p fJ 0 m N r c a0 y (li VJ N CD# 13 � M � 2s2S J w Q C -! 5 LL w � w LL S a- _Z - a X m c W 'Cp N u) 00 0 W ��pjO' m w -. Z NLL N Z Q J Z OU v W ❑ ❑ (D M Z N o z Z oic Q W to z a 0�1 u, 5 U ° 0 ,, $ N c y ON�) w � I e I g U ) Q Y C w M ¢ Z M G LL. E C oo <R ad U wj as H ro x� Do Z _ O O O E �i iz CV ¢o r� �>_ <=m� o Z W -2 Zz - a "m QW U:) �� Cf)0) < Z Z 8 g° W a w 0 to o 4 a� C _ RIs o wa R0 a za 03 N O 2 � rn 04 U Ci7 co M CM N `o N T CV 0 r 60 U) m co F- O N LO N Q O N LnLO E ILO M N �; Z Z r C m o v ui c FLU J Q JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 3 L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: A'*=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) - - - rO r 3'-4" 4.0 12'-0" 3'-0" I 1010 1'-4" V-8" Lo 3-10" it 5'-0" P 3'-10"1A. 2'-8" 00 © O I MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS I EGRESS o ;o r OWNER'S 55 BEDROOM D1 TYP. U.N.O. ® M�� 8'-0" FLAT CLG. CARPET 117 N o80 0 00 17'-8" N � io 64" 4'4" T-0" I ® M.C. - - - - - R&S >04 O. BATH I 22"x36" -----, ATTIC 0 8'-0" FLA CLG. CARP T ACCESS W 1 C I N 00 ^ � 8FLAT CLG I ., AN N N I N I ICARPET , PW01 rn L -V- -j I D 1 TYP --- R&S ----J I N O O 2868 5 ® 6 oo I 7 00 10 E T00 7' A. CO 8 1 N 60"x AHU 00 WEIR P I F- 1 10 io � U R/A I I 11 un 0o i 5' 114, 4'4- it S-4" T-8" LOFT 13 _ o is`4 V-0" FLAT CLG. 14 ,rc CARPET 15 00 jN 16 I I 17 10 UP 18 7' A.F.F. 0 1/2 WALL - CAPPED I ba NO = 5'-4 N ch a i0 2668 NBAT ti�600 8'-0" FLAT CLG ■ M.C. CARPET , ' WIC 8'-0" FLAT CLG. �y CARPET 2668 0) N O 06 L cn Z BEDROOM 2 R&S . 8'-0" FLAT CLG. - CARPET - cq »T� G.T. r G.T. eo 0 rn © LO MOD 25 SH (39"x59") ■ EGRESS T-8" 3'-10" S-10" 40 4'-0" 7'4" 01_ 0 0P T-0" 1 V-4" 18'-4" - O 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) - G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 N" cv = ,o dLU O W V CV - no x N CM 3 = 67 E � ID 9 � = E o a � `\ +r • ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q F O N U p fJ 0 m N r c a0 y (li VJ N CD# 13 � M � 2s2S J w Q C -! 5 LL w � w LL S a- _Z - a X m c W 'Cp N u) 00 0 W ��pjO' m w -. Z NLL N Z Q J Z OU v W ❑ ❑ (D M Z N o z Z oic Q W to z a 0�1 u, 5 U ° 0 ,, $ N c y ON�) w � I e I g U ) Q Y C w M ¢ Z M G LL. E C oo <R ad U wj as H ro x� Do Z _ O O O E �i iz CV ¢o r� �>_ <=m� o Z W -2 Zz - a "m QW U:) �� Cf)0) < Z Z 8 g° W a w 0 to o 4 a� C _ RIs o wa R0 a za 03 N O 2 � rn 04 U Ci7 co M CM N `o N T CV 0 r 60 U) m co F- O N LO N Q O N LnLO E ILO M N �; Z Z r C m o v ui c FLU J Q JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 3 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) - G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 N" cv = ,o dLU O W V CV - no x N CM 3 = 67 E � ID 9 � = E o a � `\ +r • ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q F O N U p fJ 0 m N r c a0 y (li VJ N CD# 13 � M � 2s2S J w Q C -! 5 LL w � w LL S a- _Z - a X m c W 'Cp N u) 00 0 W ��pjO' m w -. Z NLL N Z Q J Z OU v W ❑ ❑ (D M Z N o z Z oic Q W to z a 0�1 u, 5 U ° 0 ,, $ N c y ON�) w � I e I g U ) Q Y C w M ¢ Z M G LL. E C oo <R ad U wj as H ro x� Do Z _ O O O E �i iz CV ¢o r� �>_ <=m� o Z W -2 Zz - a "m QW U:) �� Cf)0) < Z Z 8 g° W a w 0 to o 4 a� C _ RIs o wa R0 a za 03 N O 2 � rn 04 U Ci7 co M CM N `o N T CV 0 r 60 U) m co F- O N LO N Q O N LnLO E ILO M N �; Z Z r C m o v ui c FLU J Q JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 3 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. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) - G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 N" cv = ,o dLU O W V CV - no x N CM 3 = 67 E � ID 9 � = E o a � `\ +r • ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q F O N U p fJ 0 m N r c a0 y (li VJ N CD# 13 � M � 2s2S J w Q C -! 5 LL w � w LL S a- _Z - a X m c W 'Cp N u) 00 0 W ��pjO' m w -. Z NLL N Z Q J Z OU v W ❑ ❑ (D M Z N o z Z oic Q W to z a 0�1 u, 5 U ° 0 ,, $ N c y ON�) w � I e I g U ) Q Y C w M ¢ Z M G LL. E C oo <R ad U wj as H ro x� Do Z _ O O O E �i iz CV ¢o r� �>_ <=m� o Z W -2 Zz - a "m QW U:) �� Cf)0) < Z Z 8 g° W a w 0 to o 4 a� C _ RIs o wa R0 a za 03 N O 2 � rn 04 U Ci7 co M CM N `o N T CV 0 r 60 U) m co F- O N LO N Q O N LnLO E ILO M N �; Z Z r C m o v ui c FLU J Q JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 3 0 f` STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD DECKING F. FL. F. FL. OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 18 17 15 14 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ \ - - - - - - - - \-- -- \ \ \ 13 12 -711 2x STRIN FILLED CELL LEGEND N 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 20 X 26 18 J X 25 } S.H. 13 20 X 38 J 18 } X 37 4 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20 X 72 18 } X 714 S.H. 11-12 271/4X26 26X25} S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 # X 25 1/2 S.H. 23 37 J X 38 J 364 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 524 X 6271 S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. Y \ \ CONT. HAND RAIL 4<1 4 3 � 1 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 LJ 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" ROMEA..END,c.AND HANDRAIL DETAIL SCALE: 3" =V-0" v b� 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 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 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, induding 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. 0 VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o CONCRETE CD -0" 16'-8" 6'-8" 3'-10" 3'-10" 2'-8" y0 6068 SGD °' ~ ® ®(2468 �' bo © w O ----- - REF I BF I 0? I o0 8'-3" 3'_2" 6'-7" o I O D DINING N KITCHEN W I �O 9'-4" FLAT CLG. 9'-4" FLAT CLG. Z TILE TILE < I I SINK w/ I 'o D/W DISPOSAL I I 1---J I I Ell] L ---J FLRG. LINE -------- - 2x8 WALL 8'-4" 6'-0" T-8" 0<3 O 16" CNTR. AT 42" ;n r rn 0<3 A.F.F. 1/2 WALL q io 0(3 iD CAPPED 'D 0<3 r 1 UP 2 ou <Xll= T II 3 co M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET -o 14'-0" 7 00 CD `° o 9 PW01 ;, D1 10 GG 11 TYP. S3 12 tv 2x6 WALL 7'-0" 2'-8" 4'-4" o to 00 co c° *NO UPLIFT* pW01 FLRG. LINE Q - -- - --- - 00, --//''''�� °O°'(D D1 S4 N .g- - - - - ' TYP. iv u_ TILE 00 N H1 FOYER� ° 9'-4" FLAT CLG. 2868 _ � TILE 00 O O2 i 00 _ iD 9,4„ v iv W.H. _ T.O.M. `r O 7'-4" O M 2'-6" 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION O WHEN REQUIRED M PER FBC 1-CAR ARAG E 9'-4" FL T CLG. CONC ETE ENTRY _ 9'-4" CLG. A.F.F. o N ire CONCRETE rn OP -v 0 r---------- ------- in I I �o I I o? I I I I OP O I TYP. @ I 0 , c� •- I GARAGE I K I I = 1 S4VB I I I N CV CV 1ST FLOOR PLAN -UNIT-C 1624 SCALE: &=1'-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: &=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" A) +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 DO +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET 0 SEE SN SHEET 140 MPH mikl� 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 R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND •-MASONRY 1■■■■■■■■■ : • TOP iou•�uouuu••�uor ' • . gog MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 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. CV N C= lV Q'r6 "6W W C W O � O ca. o v C f0 V N _moo =tea ra r= Q N Y y v '3 to iv d as a >W c o eo A cn Q- cv o � U .�. T a; _ 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. W a E o co 8 O O N p " I00 y Y/ p V% r b n N Q n v °k u. J V; JLLii w Z w fan -ern LL S �o W W 7•rq N(O 1—°� . 2 m W Z IL w NJ Z a 0 N O U 0 Z W ❑❑ V M � z N M z Q Q Ild -a E3r N z LL T Cn U O u, N �N c y w J E g I I _ � d C Y o w M M a o Z g J U_ E wo ZZo Q w z O a L)OU o E az r a Z N � a o ¢ � �}n m 0 C =Y U I Z N r� <w �Z N 3 oa go d w aw N W 'oy- w i3 J o w� �o °U a ZIa 3: c O 0 > Cfl rn m H N C� T L � C4 Co o LIB M 04 r Cr N 00 U� m N �- O LO LO C 04 CO 0 N r E E t N 0 Z E T N c U n «? c d Q p JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 4 108'-8" 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'4" OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING — — — — — — — — — — — ------ OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ■ ® ® . . . ■ IE ® . ■ ® ® ® ® ■ . ® ® ■ I I I I I I i I 1 I I I I ® I I I I I I I I I I Ell I I DINING KITCHEN 0 ! ID I 0 O; I KITCHEN DINING I 0 KITCHEN I ID I 0 I KITCHEN DINING I O DINING KITCHEN I O, KITCHEN DINING O I I 19 I I I I I I I I I I I I I I I I I I I I ---� I I I ___ O O J I I I----1I---�I-- I I L--- 0 0 i ___ O O J I L--- O O I ___ 0 0 J I L--- ML I I ---� I I �---� �---� I I---�---� I I---j 00 10 ® II I I II I I II I I II I I it I I o0 in t II to I I ® GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM O M to U OM — — — — — — — — — — — — — — — — — — '-----_ I o FOYER ------ I o FOYER — I""VYfZ. I FOYER -- I FOYER — rVV — I FOYER f VVf' I FOYER W.H. W.H. W.H. O O O O O O I I I ' ENTRY 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE 1-CAR GARAGE I ENTRY 1-CAR GARAGE `° ----------- :® UNIT -A ENTRY UNIT-C ENTRY 2 UNIT-C ENTRY UNIT-C ENTRY UNIT-C - — — — — — — — — — — ®: UNIT -A 1532 1624 1624 1624 1624 1532 r----------------t I 1 I I r----------------I I I I I r------------------ i I i I I r----------------- I I I I i r------------------- t I I I I r------------------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 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 r I I I I I I I I I I I I i I I I I I444I 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 I I I I I I I I I T-0" 11'4" 11'4" 6'-8" 6'-8" 11'4" 11'4' 6'-8" 6'-8" 11' 4" 11'4" T-0" 10 00 10 108'-8" 1ST FLOOR BUILDING PLAN SCALE: Ya"=1'-0" N • N N d� 7 W ` . W C 9 G . + C'7 on C 1-L O- in jn y to O a- N i N O z y 3 co io am a u � c o = a� to y C r, 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. N W :i �E N o°c'� W N Q 13 tn�r4. $ M V 2 LL N S J C J 52 LL W J LL LL L _ °9� aZ m c o W Z LLW_ D O 120 O Cm /LU Z 04dto ZN OU W L El ❑ — CD z N co z � S a Q v a — t�1 E3 N^ W z U o LL a--J N O —� w �N � U ca W J r-- OEp ca V I L U 'o J < a° Y • N Ol r� O M M a o W � s r-� E C zo wo >N ¢ry Zo Z cu _ CD 1= x0 ¢¢ a i ❑o ❑ ❑ a z N N � wo � ao ¢w N N __ C C� z U 2 1. � ib m0 o oz r Z Q W (n >8 1.a o W U LL � aw N� Z =3 o J w¢ � 0 �� a Vc0 z¢ =O .Q c0 rn N r � M L CU (Yi N `) N CT cY5 T 60 T- U) m M N F— +-+ O L0.. NO O C04 Q c� O N T E ° Z M Z E T U) a? cc 0- U a Q c JOB NO : 22-06559-06554 SCALE : AS NOTED SHEET NO. 5 L(1 I I 108'-8" 0 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'4" o cD <D ■ ® ® ■ IN ■ ■ ® ® ® ■ ■ ■ ■ ® ® WE= ® ■ ■ I I ■ ■ AM ■ OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM UNIT -A UNIT-C UNIT-C UNIT-C UNIT-C UNIT -A 1532 1624 1624 1624 1624 1532 ------ ® ------ ---------- ° O. BATH � 0E- ------ ------ ---------- i O. BATH — — --� 0 ------ ------ ------ i O. BATH ------ ------ ---------- O. BATH � ------ ------ � O. BATH ° - ------ E) O. BATH i /�111/IC i � WIOvv �� I V I ,/rl1/IC � I � WIOvv � I I\ �I //ri1/IC � � WIG //II v_J I I I G v J I E) I v J ® v J I I \ ! I G I L v J I — — — — — — — — — — J ® O I �- — — — — — — — — — — O I — — — — — — — — — — :U O I L — — — — — — — — — — O I — — — — — — — — — — - O I -- — — — — — — — — — — O 00 co 't I OD C pool - o it I II I i ; LOFT II If I I I II I II I I II it I I I II I II I I II II i I I LOFT ; o r �' ® II I I i I it II II II I I I I li I it it II I I I I I it II II i t I I li I II II I I I I I it II II II ® I I I 1 l 1 II II U) U' I o u I u a _ I o u I u o I u I u a ■ O LOFT ATH 2 O O BATH LOFT LOFT ATH 2 O O BATH LOFT ■ O BATH 0 0 0 ATH 2 G WIC I— --------- --------- ---------- — — — — — — — — ---------- — — — — — — — — — — — — — — — — — — — WIC I I �---------- BEDROOM 2 oor( BEDROOM 2----------J 00 tf) 00 In BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 LO ■ ® ® ® ■ ® ®■ ■ ■ ® ® ® ■ ® ® ■ ■ ch O OP ® ® ■ OP *' ® ®' OP ® ese ■ 6 ■ 7'-0" 11'-0" 11'-8" 6'-8" 6'-8" 11'-4" 11'4" 6'-8" 6'-8" 11'-8" 11'-0" 7-0" op 00. 18'-0" 18'-4" 00 18'-0" 40 18'-0" 00 18'-4" 18'-0" Of 108'-8" 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-O" 9 C%4 = c%j a i W � M V l.) C kn cc O N C C= cc d is a3i 67 y J N a' c E o O- J O .��tr:ttft eC' ' a- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W d E a o �8 Ci c' 0 A-- W,N (� NM V 252S LL Q C J LL W J LLLL 5 W Z =-0°' 1 r0 m 5 IW N M Z Q J Z OU W ❑ ❑ z N o z � Q J N [n N z LL 4 N W � Q A U 0 W s N C�-- N ZD F— N w�J E el U O Q N �M M w z M z o U- QZ V' Z O K wz � y N Q O as Im n71 _ x� V d 0 U° ° z O = O � z wo ¢o a ¢w .�. p �y mE ° 0¢ N(� ^ �� rz z " Z !li N G o2 Z 5� Q a mz W w- a� 3 c� V o zl 3 C 0 7 � T L � Nr Q9 N CD M CO M LC7 CN c� 60 U) m r N cV �- 0 Ln +� N L0 O C:> c6 Q O N T E N z M Z T ca 2 c a U Q O JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 6 /O'�B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" A WATER TABLE DETAIL SCALE: 1/2"=1'-0" FIBERGLASS SHINGLES T.O.P. J HDR. 0� O 00 O i CO O Z 1 N MOD 25 SH 16" BAND — CLG. HGT. o C° -1 -7-1 �a 000El E71E]E--1E:1 =1E]0E] UNIT -A 1532 FIBERGLASS SHINGLES T.O.P 12 4.01— on I OMNI MEN, VINYL 0 MEN ONE MEN MEN MEN MEN FOAM I== MEN U1 !. M im, I MEN MEN I MOD 25 SH i TEXTURED FINISH TEXTURED FINISH FIBERGLASS SHINGLES HDR 50 MOD 25 SH Jv— BAND F.F CLG. HGT i�o�oo 00 00 l0000l, �000l oo� o� '0000 I 000❑ oo 0�00 00 FE 0000�� o000 � �0� oo❑a ono❑ �,�0 �- m --��� -- 0� �0 �0�� -��o0 00 01� i ; o❑❑a---000n FFL UNIT-C 1624 HDR. 00 O io o Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH TnKA UNIT-C 1624 UNIT-C 1624 0 Ll New UNIT -A 1532 FRONT ELEVATION SCALE: 3/16" = 1'-0" 12 — 14.0 FIBERGLASS SHINGLES — _ T.O.P. HDR 00 ----_ O MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Tnnn_ # F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH in F.FL o 60 % o 00 i i I 'I � V[ i �1— — — _ 6068 SGD I I N IT -A 1-R17 6068 SGD I I N IT-(. 1 F7d 6068 SGDUNIT-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 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 N � N O N C'4 co+ w � W OL L O U CL n n C M C.) N N �u-a. t!7 9 N L N C1 3 = °7 •� e s C C> U 7 ,@ N � � C E ti o a U ... -� F.:. C-4 � 'ti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these p drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 �% W C N Ib a �N 0 ik LL d J Q LL W J LL a LU Z13 9 W �_ iI�Y 7 � NtO 5 W c���O' m W w Z Co N Z d IL < ZN oo < v W ❑ ❑ CD z N M o g Z $ N a N N z C� o Q1Jl LL T Cn f13 LL, 10 U � O— w 8 (n Ly N Ln v w � J E 8 mi _ £ ¢ sm o co w M M a2 2os Z � u m �I E h zffi oZ >� <N Z o0 <> o E N a a� ao U ° ¢ aZ a� <o ¢w m� Ga z U ° zZ ''< w Z N —I m rN N 3 a o a Z O 4° << 3 r� J O co w p� 0 il< 3 c O 0 N 2 rn CV CD r L � o M Co CM Ln =3 CCN ao 'C U V) T co i2 CV �--- O L0 O M CD CN O N r E c (0 a Z n7 Z - � � rN c m a v w U � ¢ p c JOB NO: 22-06559-06554 SCALE: AS NOTED SHEET NO. 7.1 1 CLC A v ;o bo R. 00 � 00 i LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT 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. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C-A cl a •o C,%4 c� c� o - y9 W ao �ccQ_')CIA Ewa N M C d o a cc R d d L i c 0 r_1 c E � o d U O fr ,4 r ,!••K �/P -�C.V �7 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d E a N(14 o - V 14 6 0 W N tCo M Z� a C J u W 5 J u LL 55 p• 13Z = '0 a Y CU L'_ �G � o W in�4jO' m N Z Q J ZIL N ZO tai 6 W ❑ ❑ z � o0 Z N z o Q J a� 4 TC+ o a tJ1 c Y U = n d c U —0 Q 0 m o w M 0 Z LL EE 0 a w° > Z"e C V @ g0 xV ¢a 00 0U 0 o� Z O ru Q i w z N a% O < O m C) O ru OZ Z J m <w (� N 3 Z Z Z SO o a w� �w W a 3 U Q� � o� z� r3 CDCID w �O ar id c O C N >CO ..L L r d rn N 0 CO N L � M CION N T 1­1 `i Cr Y C� 60 U) o ° inN T� CV I-- O LO C 0 I� 0 ` N O N LC)c6 r 6 N (0o Z ca Z E T— o' cc c a E v o � a c JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 7.2 ►0 9" I0 T B KEYSTONE DETAIL SCALE: 1/2"=1'-0" WATER TABLE DETAIL SCALE: 1/2"=1'-0" 12 4.0�— FIBERGLASS SHINGLES 7' r T_`Z J Y F 1071 01 0 o Z MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z F.FL. 16" BAND iv iv � i`1 16" BAND cv CLG. HGT. v 11111111110001 NEE MEN 1100 MEN mom loom on !m -0 VINYL O FOAM SHUTTERS (TYP.) TEXTURED FINISH (:L"TEXTURED FINISH q `'0 iq ke [Ell JLI E]E11:]E::1 0E:I0EI aLJ FE E UNIT -A 1532 T.O.P. — — HDR. ---- O 00 0 io T ll AI 00 00 - o000 0�0o i o0 0� 00 0000 0�0� �0 �� �0 _ -oo�o ❑oo0 EE PD UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 ME ====' r___ 12 — 14.0 MOD 25 SH i FIBERGLASS SHINGLES 1 'L --'— — — T.O.P. — — — HDR 0 O 60 >Z 16" BAND F.FL V. —---------- CLG.HGT - cD o � 00 Lo T d' UNIT -A 1532 FRONT ELEVATION SCALE: 3/16" = V-0" - T.O.P. HDR O 0 60 io ----- F.FL Tn AA n F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH --------- ii> ----- F.FL o 00 o 00 --------- — i 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 L UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 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 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 CV CV C= c�a CIA C%4 Q_ w Cn d O L O fD U Cl) m x N C LM N N O f9 ou =' CD � 3 � 3 to y CIOsa � U d N 1S A = E m c a 0 rr;;f r �. t : i : W 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. N W c E a N ag V o20 ao O tn��T # ni M 410 ac LL Q J u_ y W o_ � L t69 _ W " `° 5 W P Y, m w Z u4 M Z ¢ I— NIL a . r Z O U 6 0 W ❑ ❑ Z N lh 0 z a M CZ —J o 4-J t'6 w OW O �N in (� r— U 6 c Q • �Q o � W Cl) M ¢ 0 Z i U_ cd a E� a a� z® oa Za0 E ►14 `6 ru D <o x wZ 00 �< wZ N p o ttw d ro �� < Z 0xz� m g o Z Cn g° a W U 3 h� o wa Y° aF Z, ° 3 c O 0 >CD ai rn CN O M N LA-)r (N1 '— N 00 W m M O Gfl 0 N LO r E c CD CN O Z M Z � N E T � c m a 'am U � Q p _J JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 7.3 I. 'IN r O r Co :n =L CIT. R. C o co � LEFT ELEVATION-X (ENHANCED SCALE: 3/16" = 1'-0" RIGHT ELEVATION-X (ENHANCED 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. I 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 rriethod 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 N C= CIA � y w � � o _ = u- n- N N O l'O ai w CL w � 3 � u w N Q- _ E Cc d U i O ?. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» W F O M 8 0 N '0 Q LL LL L L 99S W a Z --6 m c a f0 N X W W OZ °' o W 05 T IL Z U) N Z m w Q ZN 00 cat _ W ❑ ❑ U z N M z � 8 z o �d J M N z o Q) w Q A a U 0 w o V1 c Y �N � U a LU J_ r E i I Z U ¢ N � S� o � w J o Z _ LL CL Z } N �a R ow as V ECU F— a x0 �0 Q pi <R wa z� ZZ :) o oz Z W V �� 0 & C> o ;2 w< 3 = � ao o a� v 0I< ° c O 0 Ln > (fl �L at rn CV 0 CID CV M IM N LO N 00 W m N N 1— O LO _, O t\ O 04 Gfl O N r E CD CV Z Z i6 r cc E U FL � Q a � JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 7.4 NON -VENTED SOFFIT NON -VENTED SOFFIT 111WIt-VL-I11I L-U %JWI I II INVIN-y L.I\ 1 L. LJ VVI I I I NON -VENTED SOFFIT 1►►-JYrit-RYR.P7er vk.A W.l NON -VENTED SOFFIT NON -VENTED SOFFIT J L NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND 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 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (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% 1 /150 Rule 1/300 Rule Ridge Vent Arm but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. ATTIC Total Ventilation Provided by Upper -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN- (Values to be verified with Manufacturer Specifications) SPACE SQ. IN. SQ. FT. Total SQ. SQ. FT. SQ. IN. of Ventilators • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT of ventilation of vented INof of vented ventilation to be SQ. IN. of SQ. IN. of (SeeElev) • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ, FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit ventilation required soffit provided by upper Ventilation Ventilation *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed needed ventilators 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) Main 0.0 2.0 1 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 0.0 2.0 /4&2 (Zone 2) 1010 970 139 485 35 242 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1008 968 138 484 35 242 276.0 0.0 276.0 Up(Zone 4) per Floor 110 106 15 53 4 26 0.0 0.0 0.0 I 0.0 0.0 I Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0 I (Zone 5) 0.0 0.0 I Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0 I (Zone 5) 0.0 0.0 I **NOTE*" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS I REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I Design No. U905 I April 09, 2019 Beading wall Rating - am IL INonbaarMo Wag Rating - 2 MR I This design was evaluated using a load design method other than the LrmR States Daslgn Method (e.g., Working Stress Design Method). For jurbuiletions employing the Llma states D"ign Method, such as Canada, a load restriction factaretull be used - Sao Guide.wictlyat BXU V7 I * Indrwtas sueh products ah all bear the UL or CUL CereNicatlon Mark for ju di dictlons amploytng the UL circuit. Ca Rif ketion (such ad. Cis nada), respectively. :I ( pj 1. tr �f.�, , t t I j..-�--•., � y 75;1" MIN. H06Zantot Section I I 1. CAnCrBe Specks■ - various designs. Cl-slfkatlon D-2 (2 hr). See Concrete Stocks category fur list of eligible manufacturers, 2. Mortar - Blocks lakl In full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by Icement volume). Vertical joints staggered. 3, Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification If used. where combustible members are I framed in wall, plaster or stucco must be applied on the face opposite fi*aming to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1), I 4. Loeser Mason ry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), seater repellant vermiculite masonry fill insulation, or silicone treated partite loose fill insulation add 2 hr to classification. I 5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathIng attached to concrete blocks (Item 1). I ATLAS ROOFING CORP - "EnergyShald Pro Wall Insulation`, "Energyshletd Pro 2 Wall Insulation', Energy5hleld CGF Pro and Energy5hiekl Ply Pro ICARLISLE COATINGS ab WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge' CI Foil Exterior Wall insulation' and "Enverpe I CI Glass Exterlor Wall Insulation" HUNTER PANELS - Types Xd{lass A. Yd 286 IRMAX OPERATING L L C-'TSX-8500',-TSX-8530', "Thermasheath-XP", "ECOMAXci°, "Thermasheath-3', I'Durasheath-3" I THE DOW CHEMICAL CO --types Thermax Sheathing, Thermax Light Duty Insulation. That max Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Imulabon. Thermax IH Insulation, Thermax Plus Liner Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R'"' ci Insulation I SA. Baildiog Units -As an alternate to Items S. min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. - RMAX OPERATING L L C - "Thermasheath-SY, 'ECOBASEci", 'Thermaaase{I" * Indicates such products sball bear the UL or cULCertlflcatlon Mark lor)urledletions employing the UL or eUL Certification (such as Canada), respectively. Last Undated on 2018-04-09 GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 65 to 89 STC .. FFIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and y' ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4' minimum air space must be maintained between steel components and -- - - - - - - adjacent framing (as Indicated by dashed limes 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 hype X gypsum wallboard or full sheets of 112" type x gypsum wallboard - _ _ - - - - NAILS EA. END BETWEEN screw attarchad to the steel components. r ) TRUSSES Sound tested with 2 x 4 stud wall faced with 1/2" 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 11-3/4"(Sound) PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC..................................... 1" DensGlass� Shaftnner qpP yy: ght95psf TO PROVIDE AS MUCH CONTACT Fare Test W111495-1290, 11-15-94; AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 120,D4; OF ROOF DECK. ALL JOINTS WHI495.1295, 3.15-95; AROUND BLOCKING MUST BE WHl496-o743&0744, CAULKED WITH APPROVED FIRE 1-28& 30-86; ITS 3160814COQ.= CAULKING. 8-30-08, UL R2717, 04NK03115, B-18-04, UL Design U373 SEE PLAN Sound Test RALTLi0.291,8-31-10 TOP OF PLATE FIRE CAULK EDGES AT EACH SIDE - I - TYPE "S" MORTAR (TYP.) DBL. 1x PT NAILER 1/2" GYP. WEI 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1'-0" ROOF PLAN "REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. SCALE: 3/16"=1'-0" N C= C-J C%4 C-4 0- '= LU > W o C tO G nI c ra x C LJ.- 0. N r0 O i H p N L yr � O kO Q r N X cu E L c y o - C U .= to t.) m t!f fl- c E M d U `, ".A 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. fA W Jig E s 0 co �_ m ��co � N YII 0) a r r J C LL J W � LL LL a 0 Z LLl @ C m LL Y O 04 tD � � Z LLW cp m w Ln N Z Q ZN OU W ❑❑ (D rm=mom[ z N M Z Amon& �1/ Q d� M 11619 N n, Z g Cz W o LL 4.1 �_ w � Q F U f0 O L I N w o Ly N toU) LL1 J E t = L ai C) o °vr' C U) Q �Q N �� O c0 w M Cl) z z z < LL- a. E O W o a R z® CU _ VO 00 z C> N @ < i az 0 w a C Z. O=Y o Zz z y J " < ° <<w Xz N on od go w W U < a T �k � =r r, o w� >O a VGfl ia o3 0 > C.0 cc N co 0 I Lien oM C 4 CO M Lid CV CN I r ~` C'V o0 r^ V v, m T N F"- 0 LO N LO O M Q C6 O N �- ai I CV � o z Z E T N c tg a E v -I ¢ o � JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. ee 8.1 _L III I s I _ _ _ I ■ V 1— I i I — -- - - 1 - - - - - - — — C14 N C%A w _ a� o C Cc U N ...•� C LL G N R O O f0 N O a� N OL Q d � T C C" O � U O �•te; y C/ie� fI� Az. p To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N I� E a 8 N N - C> r V N W Cp7 N-90 N r (CD +7 V 2 # LJi N S J LU a (L 13 a, j i0N O O W � °' m Z N Z Z NIL L) N s' W ❑ ❑ V M N z N th O z m QQ z O Q Q Q J — tl N N C) v , 01 _ 11 C.0 � W o�. V G) O^ W s D.✓ 1 CN 't V U E .•,,; r I z ry8 c N ro O Q1 i-4 O My ¢ W Z M Z6z s f U- () a E z o � ❑0 z 6 � o z® 0 a U � O a0 O Q K OZ z CV t ¢0 ¢o a �w L p C __ Q .0 ym mE O Z� atz Z J ° sN ai 3 a 0. zz go 3 . az W � irs a iG o °W wF =3 I5 0 �o cDO�p V zl�a a 3 C O O N 2 N Ol (0 CU �1 N N M N r %F CN ' 00 U) m M H U-) C N N O � cfl Q O N T E (� O Z tC Z M T c z o w U -j Q c JOB NO: 22-06559-06554 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. 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 1 112" 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 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8- 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w I LUGT2 3100-M 4520-F 3100-M 3800-F `N/ ( 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" 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 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 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 "CO 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 1�1 O A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' 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. FX CONT LEDGER Cc.04 Eco UCn 02 CL ) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED CLADD CLADDING WIND FPR PRESSURES AND PER ASCE 7-16 OSUCTIONS FOR MEAN ROOF OF DESIGN ALLOWABLE OHEIGHT COMPONENTS 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=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 �� 10 GABLE -38.22 _38.22 -60.99 -60.99 -60.99 -78.58 O 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: Y16" EXP. 1 (2%6) or 1V32" EXP. 1 (3l16) r TILE: 1%32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 3r 3r la 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 16/2', 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 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. N N NB 0 as v 9 W C2 yt.. O � a r_ o to -O N O N W d (➢ Q N Y •� � s c d s = a � 3 � ai m n� � � c o � � a N Q- c E �I IUNIT-A 1532 0 i0 CD IUNIT-C 1624 IUNIT-D 1625 SYMMETRICAL AIn-=- • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I 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 S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN SCALE: Y4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 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 R73 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 1 112" 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 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) 10dxl-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl ) 16D SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 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 24-10d 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" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS "CO 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 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED NG WIINDFPR ESAND FOR MEAN ROOF <_T 5 ftND RSH 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 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or tV32" EXP. 1 (3�1'6) TILE: 19/32" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] e-x el•. Gam:_ r.a � > W O L C !9 U C7 N C LL' C].- C: > E N U 4 � V d C � o 0 _ © `: l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. of a U 6 m 0 ,' m N r Off to 'Lo 3h Ofi cNn v Q J LL W J LL LL 13w d Z —' rn _ o C 1 r$' � mc�� o O W05 1p 02,G' m 0 z (N N z M LL Q J 0 N .. OU Z 0 L W ❑ ❑ z N M o g _ QNQ O Q Q < M N z CD + w 11)O w cn �NU) U LL J E f- .1 I _ � ai Q N O C:,co M M a zo z J L.L_ �' z o oo > aR Q C E Wj z® oa (6 �o X U Wp - U Z o �¢� o Qz -z z z N a� o a E T. (n r-' z y V m O Oz � z -- � i op z go c a �z W = �_ J o << �0 a = zl<I 3 C O O > c� CV Cfl o C4 Co M 00 LO CV Cr C- I 00 o U) T N N O In +-• N LO N a) Q� N � O N r EE c CDM z Z :3CN E T E U c a -j Q t] .j JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 10.1 0 c� SYMMETRICAL UNIT -A 1532 IUNIT-C 1624 IUNIT-D 1625 I I I NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS I 82 :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 S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN - X (ENHANCED UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A I META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (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 1 1245 24-10d x 1 1/2" HTW20 1530 1285 1 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 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. Rt 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 Ifl(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 FX CONT LAE�DGER� SEE SHEET D1 FOR ROOF FRAMING DETAILS IRSHENGINEERED 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. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (2%) or f%32' EXP. 1 (3y6) TILE: f%2' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'%' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N N C= cV * t-4 . tV a � o r 0 N (a O N C [V t O "M y 4 N � N N N o -Cc 0 "'3 ti m y c 7 I7 c E � o b U O S F E S `N,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� W a E o N$ o 04 m « W N C, n a Q �� LL w J LL LL a rs Z 6ca' n _ 0; W f 2 O 5 '�M_ N c0 O g °. Z LL to °' m uj � N Z Q J Z N O U L) W ❑❑ U Z N qM4 z � O Q n M N 'z^ ME U O Ln w g U M m Q Y N iT CD cn J M � C,LL Z� ¢ C,ioo E z O z } R �® o a W0 Z ~ - CL x� �¢ 00 0 ¢ XZ a N ru � ¢o <o rw a3 3¢ y mE z Z to J m '5 ° ¢ w E z a 8 w� go �w W�3i! U <o O Jz < � X O O to V' w za ¢ O- U 3 C O O > c0 N0 � n N cn CO M N LO N ' CT Y N 60 u U) m r N N I— O L.f') C N O Cn c6 Q CD 04 T y E 1 c N CO o z M :3 I—e N c c l E .. U _j -p ui Q c JOB NO: 22-06559-06554 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 DUPLEX OUTLET ABOVE COUNTER KD[W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) �B 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 �]M ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL SPECIFICATION NOTES: 3" VTR 3" VTR AIL ELECTRICAL CONTRACTOR MUST VERIFY AIL WITH THE SPECIFICATIONS FOR THE TYPE I OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I OPT. I I LAV r LAV / I I HANSON j I I I BOX 1 I 3„ t I I I W/C LAV I SHOWER DISCONNECT � 3„ TUB/-- � — — — — — — — - W / C SHOWER �` — — — — — — — — — — — — — — — — — — — — — — — — — 3" C.O. OUTDOOR LIVING STULVER DBL SINK INSTALL LIGHT ��S /i> W/ DISP. ROUGH -IN 2" FOR OPT. < JLAV 3" FAN/LIGHT WP9' GFI IM 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% 1 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 MA N 1 0-200 A P IT/ —Serial Cable 3R Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 250.94 J518Galvanized Driven Ground Rods at least 6' gadrt 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. GFI I I� DINING �\ I I KITCHEN I — — — GFI --- SWITCH FOR DISPOSAL IN CAB UNDER SINK 24.1 GREAT ROOM < >ROUGH -IN\ FOR OPT. <'fi-->FAN/LIGHT' y� � I FOYER I I I I DE ENtRY WPa LIGHT AS 00 GFI€ PEf� SPECS DB &GFI TO BE ALIGNED VERTICALLY / I I I I I I C.M 1 UPSTAIRS t GFI @ 44" ` \ LW.H A.F.F. 1 ` O / I I GARAGE I 1 \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI — — — — — — — — — — — — — — --- I I � LU bz I I Fa I Q 0 I N I w I I I DW I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: Xa"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OWNER'S BEDROOM /,,>ROUGH -IN FOR OPT. FAN/LIGHT \ S.D 0. BATH I 1 I ` h p, I 'WIC I _v_ J iGFI i / — — — — — — — — — — J 1 7 OWNSTAI \ 11 II II ` LOFT C.M \ BATH 2 i S.D. iGFI WIC IN I I 1 I L------ /.01�>ROUGH-IN ---- 1 FOR OPT. FAN/LIGHT \BEDROOM 2 L 2ND ELECTRICAL -UNIT-A 1532 SCALE: Ya"=1'-0" N N C-4 N ,y a� o � a a GA U cM12 — m x N y C 4 ... CV .t d s ai o c m � c O = N _ E r� u CV CV 0 fV 0 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 Engineers signature and seal. to W E a 0 CS ,O r Q C J LL J LL LLLu w d 13Z 1° a i t12Z 0 W ��pj 0 m w 0 Z �; N Z a = N OU W ❑ ❑ z N O 0 Z z iz- QQ - - N E3 N z N C N Ta f6 �- W I J l0 I U 'O 'N Q Y to N O .4 co w co i o LL- O E zo �o >o �M a o V _® ° iY co O O Z O CV i Q i ag d Z tt � C � o� m� o z _ - � m2 'Z aw N N ZZ go LLa z �w W U FF az w 3 _81 �_ Millo Co �t za a 03 0� _m M N Co CV M CO IM N LA')N r Cr (V Q oao U) T— N ate-+ CV I— O L0 +-• 04 LA C= -0 -0 04 O � Q o a T E CO N a Z Z E T N a o U 0 Q p JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 11.1 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET 177111, 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 ORECESSED 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) PD PUSH BUTTON SWITCH (OPTIONAL) �B 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 _Ia ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I HANSON I I BOX I I � I I LAV T� 'i I — 3" SHOWER 3" VTR AIL I I I I I I OPT. LAV LAV I �,I I i W/C L TUB/ W/C SHOWER n STUDOR F_—a VENTI DBL SINK 'ram W/ DISP. LAV I 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 1560 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 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed Intersystem Bonding Termination Per 200A Indoor Panel Center Cable #4 Solid COPPER Ground NEC 17, 250.94 uro V0IVC1111fCU V111C11 Ulvullu Rods at least 6' apah Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS 8HALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL -UNIT-C 1624 SCALE: A"=V-0" c N C%4 > t*4 Sao C o V N O m x N C4 y ai a7 y t"- c y E y c d O 4 is ai a> .a co . c� al 4 m c 7 .9 rn r �? CD W N 0 GV 0 Co 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. W F a na8 0 Cc,m w OD C T� N_ co 04 r N Q 04 ' v JLLLL I w o Z — 'o rn r—c`4.V o nw N� W T m w Z ILW L0 Cl) Z J N O U U O Z W ❑ ❑ n p z N 0 z C N IS z 2 N z v � o 4-(0 LLJ � V O—� W 8 V) c y W U a wJ i U o c U) Q N " sm M w ch o 3 Z � zo >� Zo 0 oCV ao ow a� Z I"_ w O RJ X < aF z Qo o O O a Z N i aW ws C <o U m O ¢ C'0 N ° aw ZZ a�E W C-) a� =3 A >O o 10 V m4 is a 03 c O 0 Z � rn m ca GV N O M M NLO 01 ,— cv 00 m N 0*4 �— O LO N LO I� O M 04 L1) CSC C N r y M CV o Z Z E T y c @ a U _j .Q ui Q c JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 11.2 PROVIDE A MIS SEPARATION F UNDERGRC - — — — — — — — — — — — — — — — — — — — — — — — — Hdffifflffil ® — — — — — — — — — — — — — — — — — — — — — — — — — ® — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ■ ■ E E ■ ■ E E ■F�v ® . . ® EI . ■ M ® . . 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 O I O171D I I O, I ODINING I O KITCHEN, ID 0I I KITCHEN DINING DINING KITCHEN I O; I KITCHEN DINING DINING KITCHEN I ID a I KITCHEN DINING I 1 ® I I I I I I I I I I I I I I I I I I I I I I I I I o0 L J I ---- L J I i---� L JOD I ---- ML I I as �---� I �---i--- I --- ------- - -- ----------- --- ------ --- --- ---J L ---J ------ L ---JI 13 E II I I II I I II I I II I I F II I I I 1 II I I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON — — — — — — — — — — — — — — — — UNIT ELECT. PLAN) -- — — — — -- ------ ------ ---- — ------ ------ ------ ------ ------ I I � I ® I I I � I � I I I � I � I _ ■ \ W-ad. \ 1-CAR' yARAG E 1 C-AR GARAG E _ — — -- — �1=CAR_ ARAG E —'C=EAR- RAGE 1-CAR GARAGE ENTRY 1-CAR GARAGE ® UNIT -A ENTRY �\ UNIT-C —\\\ ENTR)" �— UNIT-CftH� _— ENTRY ---__— UNIT-C — ------------ UNIT -A 1532 �1624 1624 _ 1624 — — _ — — C224 1532 \ --------------- _ ''--------------------------- r—- —i -A------------- 12" VERTICA I I I I I I I I I I I I ROM ANY / ALL ■ I I )UND 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 1 I I I I I I I I I I I I I I I I ■ I I I I I I I I ■ I I I I I I I I I I ■ I I I I I I ■ I I I I I I I I I ■ftM'E ® �Mz ■ ® E ELECTRICAL SERVICE PLAN SCALE: Y<"=1'-0" N N C-1 C 0 v .Z � W O r� O C1 r, O tJ C Q CrJ O U CV -ram m X N N Cc O '- q CV L Q N Y 67 E' C z v'3 eo v: c0 CD tj W Cc .R 12 � C. C E ra o 73'� ts CV CV O CV O Co 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 E O N 0 Y � � 0 � r # Q N O 5a C J � 4k # ry u- 2 J tL LL SSS W a _ W 0 N W °' - u7 N Z m Q 0 Z NLL O V U O - W ❑❑ CD z N (h o� Z N 7 � OrO Q V z a CD �N _ o TC' o 0 ) o L/Iw lww " w LU � m $ f U o U) Q o • r. Q N rn s O M J M z Z z U_ O E w zz � z® co V co <� Xo ¢ oO Uo p ¢ O04 Qz ww ;a Y U o0 2 _ C m 6 W z N ¢ °op z0 5U fl a O w W 0 o� E�_ r� j J o w �0 a �3 i< �o 0 .y L2 � N r 0 N � O M M N L0 N r Cr `J N 0o U) m N N F— O Ln •--� N LO O Cn cfl Q C c� r— E N o Z Z E T N c Cl- U _j Q 0 JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 12 UOO 8F8-1B/1T 8F8-0B/1T 0 0 0 0 0 0 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O O •d0,. ^,e •p,s• O 0 8F16-0B/1T ° OO O O 0 8F20-113/1T 8F20-013/1T 0 TYPE DESIGNATION #5REBAR ATTOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED a R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM ° OF LINTEL CAVITY M. U. a 8F16— B/1T a = ° z a ° GROUT tNOMINAL, L QUANTITY OFS REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL- —BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS Ic precast lintels = 3500 psi. is 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. Mortar 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 1-/360 vertical deflection, except lintels 174" 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 + 1.0 Safe vertical load Safe horizontal load — ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Lu w C.M.U. X rn P M I W U)W L0 uT p�aJ C, U) o W V) u #5 REBAR AT BOTTOM F < 0 = MIN. (1) REQ'D U) H Ir 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 o 10 O 8F24-1 B/1 T 8F24-0B/1 T T Oli :60 F -- LINTEL PLAN NOTES: =_ �'.°0 ' 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 01 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8RF6-0B/1T TO BE ASSUMED TO BE 16" MINIMUM DEPTH. © 3. THE NUMBER OF COURSES OF MASONRY REQUIRED =:o,� BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE o o COORDINATED WITH THE ELEVATION DRAWINGS 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 0 COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION nD nD nD (b� nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL (�)MIN. (�)MIN. MIN. (�) MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL N N 4 dq 7O W J t1 C" � R V N � m O N d O R � Oct ova � � 3 N y V v E �o C.I. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q 0 E $ G o aD N ror in�r�-a 2 N O LL a Cl)# C J LL w 13 J UJ d °' Lu - 0 lY. 'Co N (O 0 W og W_ ILN �_ ccw LO CO Z d J CNZ o c> W ❑ ❑ l7 V � z � a C o Z 00 10 z odd �rI Q a n M /1 d u z �O s 4-1 v, 0 w $ i n U U o 0 N I� CO fZ Z CO Cl) N zo CDo� wo �� z® ECID w� a= 2" �� � o O (c d, ¢z 0U &Q wz N O ¢o ¢ i 6 z m� o � U Z CL) J> m Q W W �Z } 3 <tl o < �z a O W C, U o F a� yz ¢ =_3 CD< to >_ a z5 �3 C O >(U cc CN M M N Lo N '— \-� CN 60 U W m T N te 0 Lr) C .� I� 04 O O Cr) CO O 04 CN r E c f N (0 Z m Z � E T N d c U J Q p J JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. L 1 3 v v Cn r� 0 M N I CV cV 0 J rn LO LO to 0 I Ln LO co 0 I v o- 0 ¢ CD M cV 1 N CV LO J rn LO co CD 0 I LnLn to to 1 cV v o- 0 -n v+ 3 CV CV 0 a E v� a� E 0 Cn v c c J LZ U v c 0 U 0 a i a E 0 0 0 J a> LL C) CN 0 a f NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1522 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF 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/0 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-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 y" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0,18 ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 513 STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V - 140 MPH) MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER SOFFIT +29.7 PSF / -39.7 PSF 4. 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE , SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1)/„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4. 5. 2. SHEET METAL ACCESSORIES SHALL G90 OM NAIL DISTANCE FROM EDGE SHALL BE Y THIS SHALL APPLY TO BOTH CEILING AND WALL A525 gjsiWlTH GALVANIZED COATING IN ACCORDANCE WIDTH ASTRM 8". 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM 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 V-0" awayfrom the building side walls. 9 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 rainf II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. N N N c w t� V I E. CG`7 C cc U Cj - --Mm>< cc C0 V n C-4 L Q N Y 6/ y U � d ti c E R - u 0 C_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E 0 a B (� aR m o m 0 N . # tl1 - Cc):- M V (� -a 13 Q LLU- LL LL W w a a Y Z t m o Zs 3 �i j.MN( W > O N rn m Z co u4IL M Z N ¢ J O u Z < U W ❑ ❑ U z N - o z to N 93 M N z � o LL TC+ 4 N o Z U O w o �V) ) U c w = E 16 $ I I L N U o c `C Y Q N 0 ° ® 0 ti CD Mz C13S - $ O Q i � =o w0, >� <� E o� _ ,'. a0 U U O oQ Z C, (V -� - Z wo wz <o m 0< o& Z >Z ---1!�m 0'0 z N I N a �i °oa p azo �w >� > V > w <1 & Fr r � oLL _a a CO c O 0 .N >(0 0) m � N � CD � O C'V CO LO T 2 N 00 0 U) m r N CN F- O L0 C ZD O O Cn N U-) C0 C)N W r tV o Z co Z E T N co m o- O v U -j Q p c JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. _ I 1 _1111 v+ v v- N 0 Q 0 04 N 1 N 1`M CV 0 rn LO co O I L0 co 0 I O v- N Q 0 CV I _N I'M CV O J Cr) co 0 LO LO L ca 0 I v cn� 0 3 N 0 i a y E O 2 0 c c J ti 0 U -9 c 0 UI y U 0 i a c 0 a v 0 J N N 0 v 0 O a O cp v 0 m v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II Ilk { I[I II {{ II 16GAx1-1\2' LONG (3/4'-1 CROWN) STAPLES @ 6" O.C. VERT BETWEEN L I. . ►... .. l I I 1 1 .. 16GAxl-1/2" LONG (3/4%1" STUDS (NOTED THUS:-) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I HOME H C G GARAGE SIDE 0 0 0 6-0" < - STUB -OUT FOR 1'-0" 0 � 9 GAS METER 0 o U O � 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 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 1.811.7 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 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM cn w CONT. #5 a STD.90° BAR —� > I HOOK �CONT. #5(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SIMPSC wl (22) NAILS T 5/8"D THRU BOLT R TRUSS 'OP PLATE 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE SIMPSON META12 / META12 TSS BEARING COLUMN / PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SEE PLAN FORREQ'D SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION %J / TJI TO BE CUT TO ALLOW NOTE: -. FOR BLOCKING/TJI UPLIFT VALUE MASONRY WALL OR IS BASED ON INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID •`:_:' BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR` STUDS LOCATION OF above to bearing below. SECOND H10A ° (WHEN DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL SIMPSON H10A ) REQUIRED (Not required if both loaded equally from above) N.T.S. ` = w/ (18)10d x 1 1/2" NAILS UPLIFT = 1015# Filler blocking + 1/8" min. ) Small gap ?min. max. -_ - 1/8" gap Web Stiffener Fastener Schedule __ max. 4 TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearing Location _ f r _ _Series 9 Depth End Intermediate - 9 - _2-8d --i epth _ 2=sd INSTALLATION INSTALLATION t i 1ti / R' Clinch nails / BCI 5000s0 1114/8' I. 2 8d 5-8d R 9-1/2 2-8d 2-8d _ when \ BCI 6000s01-1-7/8"} 2 8_-_ 3-8d 4" MIN. EMBEDMENT possible /✓/ BCI 6500s® 14" -_2-8� 5-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to - 16 2-8d _ _ 6-8d °o SIZE AND QUANTITY 11 7/8 1 2 8d 3-8d -'4 1 - BCI 60s 1,V i 2 8d _ 5-8d o OF FASTENERS web -flange connection. / O - 2) Block solid between joists for full length of span. Tight fit - 16 2-8d 6-8d__ o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 3-16d 3-16d 2x4/PI od/OSB web stiffener 2" min. o 4) Place joists together and nail from each side with 2 rows of 10d nails 0 4" max BCI 90s 1114" 5-16d 5-16d /- o 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or - I 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING y" GAP TOP sides b 6". - Hangers with side nailing. �° y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts• N.T.S. --- - Under 2nd floor column w/ loads N.T.S. 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) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <�> Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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 J ream 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. I -Joist can be offset �= Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls require additional consideration. 10d nails SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) tit UU I ANYwFitKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1%" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 77. i 00 FINISH GRADE Backer block (12" wide min.) III -III -I I I -I I- < Nail with 10-10d nails. =1 11=1 I -�� � �� tall tight t top flange. SLEEVE THRU STEM _4 SEE PLAN FOR °. • .. ; . • Joist hanger / r a ° FOUNDATION INFO STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top a d mount hanger load exceeds 250 lbs.— Install tight to top flange. °Illl 1/4"-2" gap - f ✓� 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 1l4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6XJoist depth I -JOISTS BUCKETS N.T.S. i-vu unmoC 4 rvt✓ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ]- a a I-III—1 151 Nd. 111 �lllllil1 —12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 1=111=11 I, , d M ME111- •.. i�llll;li SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @PIPE PENETRATION PVC OR SCH40 SLEEVE / r- PLUMBING LINE z •a � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE d,. d f do G n d a d j a Q SEE FND. PLN. SIZE & REINF. C C C' C 4 _o -o =o cv Lcc yi fl m X y f9 O y O N t � N Y 67 � daY� E = c CU � 3 � to -W r y G E cco ® W O r,C7 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. WV EQ V N O C O 8 Y W N . M M v # LL Q F-2 LL W U cc LL a d Y Z � C � 5 g f 0 1% CO W n rn m 60 W Z In co z° a LL a N O U cd U U U) W ❑❑ M .2 z N M z n J a z U o W o p U � w S Ln c w c ULU s I U o' as • Q 0 N ODD o co w co a Z Z < � C6 E �o sF wzO� >� a Q O Eu z® om CL 00 aZ O N � azz e W�w C Q NU mo ~Oz = z J O Q W �I rb gp ZO Q U a W Q LL Nw co a r v zIa ° 3 c O 0 _rn CV -4Co O ch M N N ' . 0o in m T N O LO +-� N LO O M c� Q O N U--) 0 E E w CO CV o Z Z E T N c o- E v w U � Q p c JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. SN 1 I 1� V) I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I 5!8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF s (U.N.O.) (OR „ GYP. TYPE „ X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING j 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 1V-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ (ALT: 1/2"x12" TITEN O.C. OR 5/8"x10' WEDGE HD @ 24" ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8 MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @FIELD @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE .� - - IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS SEE UPLIFT SCHED. W/ ( ) 2 #5 CONT. ON 3" () 6 x 6 W1.4 x W1.4 `—V r .- ° 2" x3l16 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH M °' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL f 2��� \ �\ 6 x 6 W1.4 x W1.4 D n a SHINGLE ROOF, SHINGLES TO O @ 24 O.C.) WWF OR FIBERMESH ATTACHMENTS �/ � WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D — — 0° p ..D _— I _, 4 ELEV. 4-3 1/2" 9 31/2" MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN L I ; — ' I-_ - ° - 2x4 CONT. O A.F.F. o w D fill I D 1 ° . 12 ACCORDANCE w/ TABLE TTT I - - -I = - - o n _ - P'31/2"(min.)-4" q _ �T(=31/2"(min.)-4" (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING - - - - GARAGE DEPTH VARIES on — 31/2"(min. - 4" _ - - - O0 -^ 31/2"(min.) - 4" - _ n \ �y.� CODE CODE 7TH EDITION (2020) _„- L _ _ I I - --' III - - - INSULATION LE ROOF SHEATHING - SEE INTERIOR BEARING (2) #5 CONT � T ;, '-'�T�' 1-4- 8" ,r 4 1-4 8 (2) #5 CONT. 4�� � �� � '-m 'Tg�� FRAMING SHEETFORTYPICAL MI N. U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3!4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 _ 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE (ENVCOS BOARD PER CODE OR 5/8" ( "X" ALUMINUM FASCIA °°N RE`� a a, s� GYP. TYPE @GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS @ 16" 0/C 5 „ CEILING & 8 O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. M�� �o N 8'x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY C 2x BLOCKING HORIZONTALLY INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN v, I #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. I BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR I I (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR `SIMPSON SP1 I I 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# ) SPACE ANCHOR ARCHITECTURAL w/ 10 10d NAILS _ ( ) SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED J BAR -¢ ^ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c FINISH �'P I 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. I ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU D ° D D ;, — — � 4 't> z GRADE GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi a a D 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL () MONO OR STEMWALL .- . n < -�-- - D `� D FINISH GRADE oo g [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksi] a _ I I m I �I = 4 TI I I I I' CELLS SEE ( FOUNDATION PLAN FOOTING MONO SHOWN °O 6 MIL VAPOR BARRIER - I I P e e _ -14 - - _r UJ �,�II D I I I - FOR LOCATIONS) FOR CLARITY z . I D r_ I= _ r #5 REINFORCING BAR R 1 7/8 I - 1x4 P.T. BASE NAILER 4"x4" INSPECTION ,-I - I I I� I -I #5 LAP SPLICE I_ (2) #5 CONT. -I II I , , , NOTE: _ n I I- 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH FOR BEARING WALL r . COMP. SOIL. (COMPACTED TO - D - 8rr 1141r 8rr MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ o 95 /o MODIFIED PROCTOR ASTM � _ �T� _ I�-rT 10" (TYP.) MIN PSI MAY VARY PER c,) AT GARAGE CONTRACTOR _ D1557) Tyr 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ W1AM'4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT1 ( G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E a Cl)v L - I - Z 6 x 6 W1.4 X W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D o0 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR -_ o z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER ; p 1 D a e 'v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° COMP. SOIL. Or 00N _ - • - _ TOP OF BEAM _ &LAYOUT DESIGN ( COMPACTED TO 95% - - _ - _ - a (1) #5 REBAR w/OPT. SEE ROOF PLAN ° a ° - a A -- MODIFIED PROCTOR- _ MI, _- _SE�1��NCLOSURE (2) HTS20 FOR STRUCTURAL . a r _ ASTM D1557) _ BEAM SIZE & - _ N a 3 MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY ) - - 4' T - �:' �+; CONNECTION INFO M e 8 - d ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) MIN. 2x4 P.T. U.N.O. PLATE 2x4 #2 SYP P.T. FRAMING w/ _ rL Ins" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T '� '-I� - 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE O.S.B.z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 " w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION ¢ j > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x � SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o w CONNECTION INFO. SLAB STEPS RECESS S.G.D. rM -0 „ O CONT. BEAD SEALANT Cn ��_ 1�� SCALE: 3/4 -1-0 S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND0 ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT -- ,'. _ „ a 31/2 COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS _� ' : GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I PAVERS z - - N CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN I I I 8" MASONRY WALL EXTEND FILL CELLS '. " • ' y -T = Cl) EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD _ MAT REINFORCING. �' ' `.- . ' CONT. FOOTING STEEL I I Cl) ; ,� " ;. ' _ - PLATE TO CONCRETE SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cn = z _ _ (MIN. Q oo - GRAD 0o TENSION 120# CONCRETE SLAB E _ It 6 x 6 W1.4 x W1.4 N w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) Uj 0 :.. ., I I _ �.. •. _ a WWF OR FIBERMESH �, LU V) a wLj v i- • • _ • ~ ' i� - ? `�' I I ( 11= < BRICK PAVERS or SLAB PER O w en = 00 - z a " 0 "' L_ SEE A/S3 OR J/S6 LI I I I, r , , I , I I k I SEE A/S3 OR J/S6 - _,- r ch — — BARRIER — — 0'-0" FIN. FLR. _ _ _ _ _ COMMUNITY SPECS - a w FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE -I ( I I I I - �� I BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) -I I I I I t IiI I �; : ; ti ..r • • ::. ,: PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" :. ••'t •4. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH •' CONC.PADINFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE BOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGKCD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. N c%4 t%4 fW oso r�ovN ,z7m0- w is o 4 N e = co 3: u d = E ca 0 � J �r 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 � o 0 0 II � � 0 N N °n0 '� I» � n rV i» N M 7 LL Q C L Lu J L ' a. Z— C a Y LW ys Y � o W @ `° O ix W Co Z OD rn N ZIL ¢ J 0 Of OU L) Z W a❑ z z z ti VI �I� z U o W 4 U O w g c U w ;i... J E m $ �I U ) e Q 0 o w Mw¢ M O z J l.L. a ¢ g E U �O oa (U C UO U z CZ3 O N F ° z a o <o az mo Y ZK z Cn J < z N a Op < ZO a 0 Q� LL �w WN U o �LL s ~ O W F O IIIIIIIIIIIII� O zla n r 3 0 O rn CV M co M N iLO N r Cr� Cv 60 0 m N CN F-- 0 L0 C 0 0 t6 Q O 04 T E o ca Z r c a w U -i ¢ p � JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 2 v V N 0 r` 1 _N M N J rn LO <D 0 1 LO LO 0 I v- o N I CV t") CV 0 J rn LO 0 1 LO LO I LO v CN 0 C 1 a N 0 i a N a� E 0 V v c _ J N 0 v c 0 �I co 0 a i a 0 J a� Lam. 45 v 0 0 N 0 N N v a Q m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W LL S 11 2" IM M PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D "4SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a ° 11 d ll ° ° d a 8" STD.96HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" - I 6 3/4" 10 31 /2" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL L. J a T w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF , GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T Z SFF ��� 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 -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) 1 (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (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 ri (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. 00 SIMPSON HTT4 TYP. Op O,4 U.N.O. SEE N/S4 FN�tiG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD / v ? a 2x TOP PLATE V2-16d 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)10dxl 1/2" JU NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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 BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 k.SPLICE NAILS TOTAL) EA. SIDE OF g8.�PLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 SIMPSON SP4 --� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 LINTELS SIMPSON SP4 SIMPSC SP471 / SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL 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) IN. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. 2 & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 NA L 4" -(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 @ 6" O.C. / STAGGERED A 2X8 P.T. BOTTOM -' PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N 23 > L" zC an C {C C� N a Vf .fl N t N d O fC Q r+ ti ' = C2 °� _ Q 3 tv at L .odCU-0 �. a, = o o d U i zzl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn W E co (8 0 N R � � ,QW .� _ ^ a� rntir� N .4 M V L� C J LL Lu LL U a o y o :5 ccW 0M elf °' °' W LLZ U5 m w CoMZ¢ N O U L = W ❑❑ M V z N (+1 z � � 2! a $ J d N N E3 Ln z0o 4-1 (aCD w — � 0 W 8 LA Of CN� �N � ® c� w m 2 p I 13 = V s� N Qco o o Zw wLL o ��QQ ° ,p C 2 z® 0 a H nj _Q go cc O Z o E ar to °< wz `� mo C x zz C/) J ¢w n ¢ m ° z off a0 �_ W�� wLL C:) O cr7 `o ix >� a§ o - � za �3 c C)0 > (0 a; N a) � G'V (o o M M N 4 ,— 7 c� 60 ' v ! M r m CV 4_j 04 I— O LO - C N O N cr) CO ` O N_ -- E N z° M Z z r E y fl • • U J _0 a3 Q 0 c -r JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. S4 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —"- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \\\ 45' ± SEESTRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULE FOR SHEATHING DETAILY 2x8 SYP#2 "L" BRACE TO 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 MAX 9„ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, f� DETAIL SCHEDULE FOR SHEATHING IF>9" SEE 10/S5 APPROX. 8 FROM RIDGE FASTENED AT S EXTEND AT LEAST 90% OF - DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/ (10) 8d EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3j AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od &SIMPSON FROM LEDGER TO TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR 1/16" 2 10d TOE NAILS EA. () @ BLOCKING 2x FRAME WALL (SEE WALL GABLE TRUSS • • OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 1Od GABLE TRUSS „ 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE 2 16d () 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6. O.C. EDGES AND 12" 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD — " 2 16d NAILS () BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. I I WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM 2x4'T' ON TOP OF PANEL SIMPSON HGA10KT w/ 4 1/4"xl 1/2" SDS SCREWS TO () 1Odx3" @ 4" O/C @ 48" O.C. "J" I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH 1Odx3" 4" O/C @ TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX wl MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ (12)1 Od 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" PLATE WASHER MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) FASTENED WITH (3) SIMPSON NAILS A w/ A. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH ( 16d PER SIDE NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION SECTION !! �� WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/MIN. 4' 2 3 4 SCISSOR GABLE T BRACE 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9„ REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N M X-BRACING, AND TOPCn IF >9" SEE 10/S5 SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES 1/ (2)16d NAILS �o 00 2"x4" CROSS BRACE -2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2 1 1 2" " RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d GABLE TRUSS AT EA. TRUSS JOINT „ 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS SIMPSON HGAM10KTA --� — W/ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL / d NAIL 2x4 BLOCKING @ 24" FIRST (4) ROWS OF (4) 1/4"x1 1/2" SDS O/C w/ (2)16d TRUSSES FROM EA. E ES AND 12" O.C. FIELD SCREWS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1/4"X2 3/4" TITEN TO CMU 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) -: 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. f COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING D ) SECTION SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� SCALE: N.T.S. 12" ISH SCHEDULE i,TTACHMENT 2 SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 • ^ ° • ° ° ' d • A ° ¢ ° ° a d CONT. BEARING GABLE END BRACING DETAIL 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 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT � MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w LBRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE 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-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 0 e/ 90� CORNERJACK Y U w Z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MM MM NEI Im! INIIIIIIIIIIIIIII 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N r- C o C%& d . W �q V _ ca � o m K c " °- tn Co N t 'ta O r N d x 3'i A �sz- o 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. N W �E H o O M a 8 I' v co am)N_ O W N (A �m 0 J 0 - a LL LL 5 Z — a o- tccC, 2 _ o f�a � r- - 02" 0 0 W Z Ln Cl)Z co IL m w Q J Z N OU < C) W El I-] z � � z r� Q� J M Ln z C1 Q) (D a--+ •U Q A {O 0 g w S N Ly N �N r in w LU E �$ I U 'o • C A �� Q m ti w M co CJ aZ S Z a CL � � 2 ��_e wj f oa H '6 xsOU o N <Wz oi ¢E tt�'i az m01 CO _zZNmZwzZ a p1.aU2 Zo iw�raLL�o wQ� =k �Q 00 �o cD zIz a ° 3 0 C 0 I— m B cc d- CV CV MCo N L 1.) N r � cv 60 (n m N F— 0 C o O C37 rf CU N r E CD o Z Z E c a- E U Q p JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. S5 A ' 1 3 Cr 0 .o Q r- 0 rh cV I cV h7 cV J rn CD O 1 LO UD UD i v N 0 0 r'n CV I CV N 0 J 0 LO irO cD O I cV ri r v cn- .0 c 3 1v-- Q N 0 y E 0 s v c C J co a� r7 O U v c 0 UI rn U .o 0 i Cl- 0 0 N LZ N 0 v 0 a N N N co a; v 0 Q m ti ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED Wl8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN ' 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT(� STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE wl TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO ow 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8"THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER ARCHITECTURAL 19 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT Cr a EACH FILL CELL TYPICAL rn 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD U') TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE 1 C N -- 'd a t/FINISH GRADE o0 ♦. \ A. M 6x6 W1.4xW1.4 - a • WWF OR FIBERME/78 SH - d _I-- ♦. `-STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 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. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS TEND SHEATHING TO )F BEAM OR GIRDER tTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °p SEE FRAMING WEEP SCREED PLAN e INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48' SIMPSON HETA20 w/ (8)10dx1 1/2" I I O/C FOR THE 1ST 2-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLAT[ (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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 Lu WEEP SCREEDLd INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)1Odx1 1/2" I y NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'4' ��S6 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 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (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 r _—.-♦d- — __ ._—_ —_ —_♦. — ♦. d . ♦ 1 f-r 'Fj�11I LW 1 Wjj)1 i �-,,::r(3)#5CONT.ON3" 8" 1'-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32"OSB �I EXPOSURE 1 x I) SHEATHING x F PROVIDE II II BLOCKING AS REQUIRED PER II D II i SECTION X-X IF NOT FULL HEIGHT SHEET C II II i II 'III JIl = u___ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T •- 1 1 F II I' EXPO EXPOSURE U � SHEATHING Lu IIII (� I SOLID 2x III C III II II �) I BLOCKING C ALL C SHEATHING 0 y EDGES(SEE III OPENING SECTION X-X Lu III C III x II II �w II III x E F 2x STUDS W III II i II II II BEYOND. U) SEE PLAN O III I I I II III ( II II I I 0 ii Ll — lU L 11 11 —II y 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 Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". y ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL U_ = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J Lu uOj LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O O Cn ^/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. >- F W � LL o @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w' — i" w O MEMBER IF GABLE END N LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING c 3!4" S 1/2„ S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO wl (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanrai ai rrxinxi SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 0 FR/oR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 W1.4xW1.4 WWF OR FIBERMESH i E---'--.—a-- d ° s •' r -III—III—I I —I I ` .4 \ ° ° A ' M III —III —III II ° a 1IIIIIIIIIIIIIIII a 11 =1711 d— _�� (3) # 5 REBAR ON 3" CHAIR I 4" I V -8I I—) W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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. FINISH GRADE — 00 1 11 ' ;f Im I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. N a N cl%[ o_ N a cj a" c•� c., — m >< cu-a cc o y 'O C4 L y y c Q r CV � m E s o y o a[ c o r, y a � o d U �t: R i IP P idj"p: ` CV y, r 0.1 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 Engineers signature and seal. N W v E 0 a 0 aC'0 Q 4_-) N N � � _ 6 M 0 z5s # LL .4C LL -, 5 W � L� SS � a Ne Z m c °' a - Co 0 O: 5 'ib N (O 0 0 W in2rnrn m Z CO 0 ur N Z I� N Oo W ❑ ❑ 0 z W z g Q o_ N N N z 0% o LL 4 C6 w U 0 w o �V) , C7 U LU J F— i U 9i Of N 0 44M ra MC13 i z J U_ E go ; ryz n E: sF z® t(,3 xo �O �U ¢ Z of ao <=wz O N � Qo �� w� r z 0aoz U mo z z�c -y "m'<w J <� �Z no a� oa w� �w W v �= CD oo = >° o cfl wa a OUP R za c O 0 > (0 T m CD CV CV CO � c� LO iM N N T Cr N 60 v ! m N U-) 04 CD C)N r M E N z0 Z , E T— c E U 16 a J Q o JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. S6 (MONO) I — I- I - I -I I 'I I I I I I I I I 'I'll 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 y 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 / \ 1x4 GLUED AND NAILED TO STRINGER _ FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" V V/1LL SECTIO ALIGN THIS STUD WITH FACE OF 2N\ D RISER 11_� / '_TT I `\ ZZSYP CUT TO FIT %RS IN WALL zA --2x12 SYP BEARS IN WALL I —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) fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS -I—'2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C I tCOMPONENTS DE MOISTURE ' \ CTION LZATrACH / X O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF-\ \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP "� [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON)1OldxMTS12 w! D NAILED TO FLOOR WITH GLU ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAI / N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED ) NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS s] SCALE: 1" = 1'-0" W / FTAI 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) WME, DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L x*`GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING -- H E SECTION VIEW SCALE: 2" " = 1'-0 f F 2x4 ST( 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER IC OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR \ / PROVIDE \ / I BLOCKING El 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. —' (2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 R PL16" FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: i" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT LTO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT L TO )ISTS) H 2X BLOCKING 2X STRING�R PSON MTS12 w/ ' 10d x 1 1/2" AILS; 2 OR 3 f�D 2X BLOCKING RISte / VARI E ECTI ON VIEW "H" SCALE: 1" = 1'-0" N N ` N G d� W N ti O L— N o� •y oc " m L _ m u co � E o •� .E' r '. `fa'r. •ilyY •,`,i. „ , .`tom i.Y r, N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q (� C y � c co r N N N Q co V LL m � J J LL lL w Z rl fan L — M v 5 Z5 w 0 32 Nc_O 3 W(n cj (or w IL Z C M Z ;^ N J o3 8 z W ❑ ❑ C Z N m 0 zoo Q a N N - M Z � X� _ M. U w M. ,N,^ �M Ly N w Cn t v d w� F- J E = y 0CJD m o w Cl) M n zga z z U_ce E E V �o sLL wz > Q� =® ❑a f— x0 o< �0 oz z o (d <� wz N .�-. i < z m p � c - Cc: 09ox >Z U) a z g< �o CL azu W U o� _ 00 J w 0I� a_ �O 1 W CU CV 0 Cfl o M CO M N r- N 60 U) m N i— O Lo += N In I� c6 O N N U-) .- E Cfl ° Z `0 Z E r S M a U _j ¢ p JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. ST I it 1 1, '1 1 '11 1':"1 _- ' 1 1 1' — L' 1 1 I I 1 _ 4 rn Lo '0 v V)) 0 a M CV I N N rn ui co O 1 L0 L0 c0 ID v v cn 311 a 0 KM N I N C14 0 J rn 10 L0 0 I In :n En 0 1 N Cr v Q / rn C 3 a C) CV / d v W E 0 v J N Li 0 av 0 -3 vl rn CL ri C U J a� [i 0 N v 0 0 a CV O to 45 v O Q m 159 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 -1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONGL TAPCONS FURRING (2) ROWS 3l16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 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. \,L 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT*2"DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( )APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" a . x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0.' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 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 ANCHORm\_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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 81, 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) t 2r-On On SOLID BLKG. AT TOP BTWN. ARCH O BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL _ THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB1 (TYP,) STD. 90' HOOK (1 If +5A LNOTCHWEBAT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Yi' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS `— FILLED CELL PER FOUNDATION PLAN 1R YP. ) rHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 0# #5 REBAR (TYP,) 101010 1� 1� 1� 1� '*STD. 90° HOOK (TYP.) 00 0 0 #V' L FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —r-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I I DIA. @ 24" O.C. FASTENED PER -- NOTE 2 BELOWhf- L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**} / 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN i - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.- 2 X 4 #2 SYP SCAB TO SIDE OF 2X OV TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0'1 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. rf F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 „ MIN. LAP GRADE �. p n o I G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Q REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o 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 \ ° 2 #5 REBAR. (1-STORY () ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. + + �FNGTy + + + + 2X4 SYP I ..i EACH TRUSS CONNECTORI�°"� SEE LINTEL--' SCHED. PRECAST LINTEL (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CUGFT n) ANn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. - r 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-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 In1cT Tvolrni VOTCHIV @ FIRST COURSE '­SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK rH RETROFIT FOR MISSING EMBEDDED STRAP z O a IL O w l.L M U SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1St4 COURSES SOLID W/GROUT d a- e FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a OVERHAN .::4 4. d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-0t1 INISH FLOQR • , #5 BAR rp' 1-0rr a• D ° . .. . • CENTERED W/ g .' ° •► K s IN TOP o d ' KNOCKOUT / c� :; ° CHAIR BLOCK . . �'l - . .. . MONO FOOTING . > D .> A. A SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° • • DIRT 6 Z STANDARD b 90� HOOK N #5 BAR IN • FILLED CELL - - - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJE( ]INTACT 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 (2) #5x6' IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N N L o y W W O ..0 a o V � = co V N -- .0 co K 'n f0 O y w O Q N X 3= d o. o, " E c � o � U 0 - - _ t ca '•'`11tf SI It G, 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 E 8 V N r- °� m - -' 0 T Z M 'T a LL Q oLLLL e w w a a t��• 3 0 O W o�nfD - z LLW N N Z Q Z OU 0 W ❑ ❑ z N M 0 z z Q U) J d � E3 N z CD o dj — LL Q O w 9 N Ly N � U) L.I.J I J s i s� 2 y e 0 m C:,z Z M M z 0 S 0 fz a a E z® IT '6 - a 0 -zE wN m � ¢Ua<� .z_ O J m'i <°ZZ p d OU LLZ W U J �~ o c O 0 i > CO rn CV 0 C.0 T L c�co ce) N L0 _J N , 60 (n m M r CV CN 1— O LO -r N L0 .0 .0 O C:) QI� N Ln c6 O cv r- Z CD o Z cc Z � E T 'n M o a. E U J Q —j JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. SS II' LI a_ 1' 'I I _ *DIAGONAL SPACED �U AT 15'-0" O.C. MAX SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS A 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 A CK WEBS FOR NAILING SYP w/2-16d @EACH TRUSS MAX 24" SPAN (EITHER USSES HIP NNG.T WEB SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=1'-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT 2.O.O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014CON MAY B M MAYBE NAILED EACH DIRECTION TYP. U.N.O. ( 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 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WH WH SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2)NAILS SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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. �C 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS * * 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 aC� INTERIOR BEARING r3 WOOD TRUSS SCALE: 1/2" = 1'-0" J A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN277 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER — ROVIDE 25" LAP SPLICE @ F.C. REBAR 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING �j i SHALL DIVIDE THE \ CONCEALED SPACE INTO / APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O 1 O O I SPLICE O I O O 2-4- SPLICE BEYOND PART. ELEV. VIEW 1 A" n r, DBL. KO. BLOCK MIN. MIN. TYP. 1:1 E� F1 24" MIN. (2)2x8 P.T. ATTACHED C (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 5/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. 1!� 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 DETAIL - ADJACENT TO TRUSSES 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 MASONRY SEE PLAN GA FILE ASW 0810 SCALE: 3/4"=V-0" M\_1OA-MC:KIA'LS 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 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE-? OVER PARTY WALL STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ , 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHV 1 FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 I AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.—// (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 21r'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR / ROOF 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 SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS a ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) j 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO i1x P.T. BASE NAILER ONE SIDE OF THE —STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ 77=FOAM. DRAFTSTOPPING (2) SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE @ CONCEALED SPACE INTO \� EACH TRUSS TO LEDGER APPROX EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) PER UL905 ? =I �a 1x P.T. BASE NAILER N a 6x6 W1.4xW1.4 WWF. J 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"= V-0" PRE-ENGINEERE 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 —� SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN rk SEE PLAN P OF WINDOW - WINDOW PER PLAN 8" C.M.U. WALL 1 U-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 TOP OF SLAB 0'-0" F.F. 80 VARIES WITH o SITE GRADES TREATED SOIL SEE PLAN CV r 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION 55 SCALE: 3/4" = V-0" REV. 08.20.21 N N C1 N � W = �tmc N_ co O N C C= Cc do�a a ► d A T e m o f1.• u .\� iirliolalrf �: +: • r, 0 W r 61 OFES �O d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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 4 -or O M 8 CM 50) w �Q C m �� rn a NO # u_ U. caU_IL W a 0 z `° _ °' a L;°9 w �•@Nt0 0 O cp Q. m = LLW05 � NZQJ N OU v z W ❑ ❑ CD M � O z a) z o � Q 0- N M c� � (D o LL - 4., (awC a V O V) w o t,•d w E I� ... ... � � —G U c W Y Q N W IIY o Cl) w Z a� U_ E E 1a oz >� Z® 4 QE CU @ a Rg' �¢�z _° Z o N �= o Q wZ L . p �N � p ,rs m E O rr OZ �a z MJ zZ y Q > og w o a nw W o Jz w >° a, z< °� 2O 0 > CO o� CN CV CO M N LO CV T Cr N 60 U) m N LO C o O C37 Qh N Ci O CN T E E (fl o z m Z � N FL E c� ¢ o uj JOB NO : 22-06559-06554 SCALE : AS NOTED SHEET NO. D 1 HURRfC ly Mounting Brackets ( l0 Gauge; +V2' x 41 t2' x 2-12' Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 112a Dia. A325 Galv. (Typ.) o 0 # 14 Self -Aril ling Strews 10-5�8" • A/C Unit Bottom Edge Hurricane Strap (Typicalr 3 In front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) g 14 Self -Drilling Strews Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 5piirlic punallultun. uxtruxrfsa�arc F�.-... of -th sc-h Hurrmca.irr Rr Re lead Slatll as "`w '_b^moayallslile open teetinal t ice "a apill sr➢as Am version Illanuflaptureir Affirmed 1.2020 Simon Vent Products, Inc. Category: structural Components SubCalogeM• Ptoduds atroducedesa Resultof New Tedhnobpy Coavasncs Metlhod EaWetim Report tan a Florida Registered Architect ora Un.e ced Raids FIr511224te lA-odo.fie FTotesslono Engineer AI R Product mom rtunbr or wnr 1 3- Vtxa Model 01540-510 2 Smedvent Model #1540 511 3 airs rut Model n54Q520 4 smanvent Model 41154W521 5 SmarlVent Model a1540,524 6 S»rtVent Morel s1540570 6namVent Model.1540.574 -qm Arm Ymien tlem(tacturx Re,isnin 2020 Drexel Metals. Inc. Category: Roofing SubCat.QW. Metal flooding Compliance Mehod: Evaluation Report from a Flonaa RegistamdAmbRa tore Licensed Frorias Pnon ssional Engineer glta4 Prodal Modal. NurOw «Maul. 1 Oroxel Motel Roollnq Syalems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail tray or s8mact In w8 .kares Mcne.1 Gnham Hamad F, Norero P.E (677) 441-036& PE-737-18 InfoosrrenvenLcom Product Description Duel Function Flood and Vrnaation Vent Wen Function Flood and Ventilation Vent hsutatad Flood Vent I, ublad Flood Van! 16&Wct; Garage Dar Frond Vent Weisel Wall Insulated Flood Vent 14.59qurt Games Door Flood Vent Va9dated By Locke Bowden P.E. (334)300-1800 Paget all 12fI&=l tat 291 DM PNrdlw gd yaws submitted MAMMVgd Apon, KUM 12M812020 121/el2020 4212812020 Aw-d Aperwild for Use 12'312023 Yea Yes NIA 41004100 12/312023 Yes Yes WA •100100 12312023 Yes Yes NIA •1COF100 1 V312023 Yea Yet N/A e100A 100 12/31/2023 Yes Yes NIA WA 1201/2023 Yee Yea WA -1001 too I W312023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Budding (:odes and Standards Product Approval Application Detail lroL or Centect Emri l Ala Jason Shumate Zachary R. plea i502j 303-1511 PE-14021 jtkumete�drexmot.com Product Deemlodon OVC 1 ODNS, OM 150681 OMC 175S, OMC 200S, DMC 5V Pipe 1 .11 t/I4Q021 Date 242 Data 20 VIMHI.w W Validated Aaonalthed HIC Allearinnia A -,ad status Locke Bowden P. E. Oand2020 08/092020 0111202o2o t0n3rm20 Approatl (334, 300-1800 OLa9fAn�e Approved forUae Anpro48dfor Use Impul 2&sitils, C«ryaet eXdrstlar Dora in WMZ g& Resistant Prcssury 12/'312025 Yee No NIA "01180 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 4 1/25422 092 20 20 Date Pendlna T%" Version Manufacturer Contact Enalneer8 License Validated BY Validated Subm rated FEC Approval Approved Status Revislah 2020 Therms-7ru Corporation Steve Jesperson Lyndon F. SClmidt P.E. Ryan a Kling P.E 04/152021 12/3112020 O4f22f2U21 08�0&2021 Approvetl Category: Exte,.r Doors (Sil 843-7829 PE-4311M (813) 767-6,555 Subcategory. Swinging Exterior Dear Assarrbses j-p.­n@%-rmab..co Compliance Method: Evaluation Report from a in Flords Registered Architect or a Licensed Florida Professional Engineer FU112040 R6 Products sees Pedam Model Number a Name cor&act Quality Assurance Ermlrallon osrt Approved forLAa t in HVHZ Apgrovad for Usa Oulsge HVHZ Jmpgyj Reaust�S Diddian Pressure 1 a. Therrt�Tru Fiber -Classic and Smooth -Star Nominal S&M.8 &quotlrtpact&quot Opaque 12131/2022 No Yea Yes N/A Composite Edge Fiberglass Single Dior (I nswrWoutswing; X mnfiguretion) 2 It. ThennaTm Fiber.Classic and Smooth.Star Nominal Bilsil 8 &quotlnpactliquot; Opaque 12f3112022 No Yes Yes WA Composite Edge Fiberglass Sigle Door with Sdelte(s) (1ns ingKXftoang; XO, OXa OXO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&Aelr8 &quct:mWct&quot Opaque 1213 f= No Yes Yea WA Composite Edge Fiberglass Double Door oath or Without Sidelites (InnainigfOutewing; XXa OXXQ configurations) 4 d. Therm-Tru Fiber -Classic and Smooth -Star Nominal 8901 &quotlmpactliquot; Opaque 12131/2022 No Yes Yea N/A Composite Edge Flb«glase Single Door (Insw rig/Outill X corMguration) 5 e. Therma-Tru Fiber -Classic and Smodll•Ser Nominal E&#3R0 &quotlmpact&quot Opaque 12131=2 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidel he(.) 0 mw O rgKXA_ng: XO: OX or OXO configurations) 6 f, Therma-Tru Fiber-C msec and Smooth -Star Nominal 8&II &quotlmpact%quot; Opaque 12/31=2 No Yea Yes WA Composite Edge Fiberglas Double Door vath or Without Sdeltse, (ImvAng/Oubwing; XX a OXXO configurations) 7 g Therma-Tru Flber-Classic and Smooth -Star Nominal 511ull &quot) npact&quot Glazed 12/31f2022 No Yee Yes WA Composite Edge Fiberglasa Single Door (In.Ming/Ouhvwg; X configuration) 8 h. ThehmsTru Fiber-CMssie and SnlOrth-Star Nominal 6&f139,8 &quetlmpaet&quot Glazed 12131=2 Me Yes Yes WA Composite Edge Fiberglass Srgle Door with Scielel (InsWng/Outswing; XO, OXor OXO configurations) 9 i. Therma-TruFiber-Classic and Smooth -Star Nominal S039;88quotinpact&quot; Glazed 12I3112022 No Yes Ys WA Composite Edge Fiberglas Double Door With or without Sidelites 0rlswlndOutse frig; XXor OXXO confguralions) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&r139;08quotla"ct&quot Glued 12/3112022 No Yes Yes WA Composts Fiberglass Single Door (�Xcofiggration) 11 k. Therma Tru Fiber-Gasslc and Smooth -Star Nominal 8=Mp &quotir pactilquot; Glued 12/312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Siddte(s) (InsWng/Outswing; XO, OXcr OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&039,,0 &quotirtwet&quwt Glazed 121312022 No Yea Yes WA Composite Edge IF barging Double Door Wth or Without Sidelites Omawmg/Oubwing; XXor OXXO configurational 13 m Therma-Tru Fiber -Classic and Smoath-Star Nominal SIM.$ I quot;lmpact8quot; Glazed Molded 121312Ct22 No Yes Yes WA Open Composite Edge Fiberglas Single Door 0n5wingfoutswtrg; Xconfigunatlo) 14 n. Thenma-Tru Fiber-Cnsslc and Smooth -Star Nominal 55JIM8 &quotlmpact&quat Glazed Molded 12r312022 No Yes Yea WA Open Composite Edge Fiberglass Single Door With Glazed Molded Open Sideltte(s) (InsWrWOutsWng:. XD OX or OXO config-1,...) 15 o. Therma-Tru Flber-Closslc and Smooth -Star Nominal 6&439,8 &quotlinpact&,quot Glazed Molded 12/312022 No Yes Yea WA Open Composite Edge Fiberglass Double Door wfh Or without Glazed Molded Open Ssdeljtes (I ToWn9)0utswil9; XX or OXXO oalfigurations) 18 P. Themm-Tru Fiber -Classic and Srnooth-Sbr Nominal 8&039;8 Sig atl mpact&gwt Opaque 12131f2022 No Yea Yea WA Composite Edge Fiberglass Single Door with Moiled Open Sidish"(s) (InawinglOube Ang: XO, OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth-SYer Nominal StKil 8 Squotlmpactilqu ut Opaque 12131 r= No Yes Yea WA Composite Edge Fiberglas Double Door Wth or Without Glazed Model Open Sdelite; (InsWnglOutswi g; XX or OXXO configurations) t= 11ta Verson Manurecturer ReMOM 2020 POT Industries Category; Exterla Doors SubC.fegary: Siding Exterior Door Assembiee Compt-Mallied: Certacation Mark or Elating F1a76/R3311srodcts Asap 13oeuu Man. rxarc.r or Naar. 4 t9G65570 (Large M..Ik Impact) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t t*=l E4>uhLg[ 291 2di oat, Pondinct 20 £olta➢I pnesnew&LkwrM VrMatetl av Validated Waited PILO Approval ADRM-Wd 4latue Jane Roe * MsrA-Dada SCCO - CER AaemlDada 8000 - VAL 11119=20 1 O262020 112412020 Appa+,e0 (941) 48"100 (7&6) 315-15" Jrceowaklgpylmhdustne.c ern dui lav Assuanee, Aaxoved far Use Awrevsd for Use k m1i 22ft tArWrl0 ...idinrl Cgd,rt F_xelr . - . i1 HVHZ at.um HVHZ Resistant Vmy 9dng dal.. Dior 04114=21 Yes Yes Yea WA PRODUCT APPROVAL SPECIFICATION SHEET(2022) May 27, 2022 Florida Department of Business$ Professional Regulation Forgot era Building Codes and Standards 1/252022 Product Approval Application Detail As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80v0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/ 40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248,11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NiA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60A psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N1A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infiormation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE oft )Entry or olds 21k Oita Pend Ina jygt version Manufacturer co,Rtggj Engineer & License Validated By validated Submitted FBC Ableri l Altaraved Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, PE_ 07123 OM 07M212020 07120=20 10/130020 Approved Camgory: Exterior Doors (600) 843-7828 PE-43409 (813) 767-0555 Subcategory; Swinging Exterior Dos Asserribies sJaspersontithemlatru.co ebmpuanea Method: Evaluation Report from a inn Florida Registered Architect Or a Licensed Florida FLA200o-R3 Professional Engineer Proft Soa Product Model. Numberor Name Product Down Pilots OuaIIN Assurance Approved for Utre Aooroved Contract Einsiatlon Date In HVHZ for Una Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smouth-Star Nominal 6&#3R8&quotlmpact&quot Opaque 120 r2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (I nsvingrOutswirg; X configuration) 2 b. Thermill Fiber -Classic and Smooth -Star Nominal 8&A39;8&quotlmpactill Opaque Ini2m Yes Yes Yes Ni Composite Edge Fiberglass Single Door with Sideltzi gran inglOutsw rig; XO, OX or OXO configurations) 3 to Th«ma-Tru Ftler-Classieic and Smooth -Star Nominal 8&Iil &quotlmpaa&quota Opaque 121311= Yes Yes Yes WA Composite Edge Fiberglas Double Door with or widhaut Sidelines (Irewin970uIsWr4 XX or OXXO corm gurations) 4 d. Themma-Tru Fiber -Classic and Smoath-Star Nominal 811141&quo1;lmpact&quot, Opaque IMI2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (Insi-irg)Outswmg; X configuration) 5 is Therm.-Tru Fibs -Classic and Smooth.Star Nominal S&e39;0&.quotlmped&quat Opaque IT31/1022 Yes Yes Yes N/A Composite Edge Fiberglas Single Door Moth Sidelibli (In,,Wng(Outs no: X0, OX or OXO corrtigulations) 6 f Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,,0&quot;impact&quat Opaque 1201f2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelitea (Ir>sv irgloumwirg; XX or OXXO configuration.) T g. Therms-Tru Fiber-Cdssd and Smooth -Star Nominal 6&A388 &quotlmpart&quot; Glazed 12131/2022 Yeas Yes Yea WA Composite Edge Fiberglass Single Door (I n owng/OutsW rig; X configuration) 8 h, Therms-Tru Fiber -Classic and Smooth -Star Nominal 88A139:8 &quadmpactBquot, Glazed 12f311= Yes Yea Yes WA Composite Edge Fiberglass Single Door MOt h Sideilte(s) (I-AnglOub ing; XO, OX or OXO configurations) 9 i. Thermal-Tru Fiber-Classicand Smooth -Star Nominal 8&139;8 &quotlmpact&.quot, Glazed IM1/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelaea (Iren ng/Outsving; XX or OXXO configurallom) 10 i. Therrra-Tru Flb«-Cassc and Smooth -Star Nominal 8&I39;0 &quotlmpact&quota Glazed 12131/2022 Yes Yea Yes WA Composite Edge Fiberglas Single Door (I nswi g/Outswirg; X configuration) 11 k Tfw m-Tru Firer -Classic and Srnooll Nominal S&*3S0 &gUok•Impartill Glazed 12r312022 Yes Yes Yea WA Composite Edge Fiberglass Single Door with Sidelte(s) (InawinglOutawing; XO, OX or OXO configuration*) 12 1. Themha-Tru Fiber -Chid and Smooth -Star Nomme18&83R0 &quotlmpact&ze quot. Glad 12131/2022 Yes Yes Yes WA Composite Edge Fiberglas Double Door Wth or without Sidelite. (b>slirg)Outawing, XX or OXXO configurations) 13 m. Themsr-Tru Fiber-Cassic and Smooth-Sar Nominal S893R5 &gUotimp2dt&qu0t, Opaque 1Zalr 22 Yes Yes YensWA posi Comte Edge Fiberglass Single Ooor with 8quotNorr-Impact&quota Sdellte(s) (InswirglOutswilg; X0, OX or OXO contpuratiwls) 14 mTherms-Tru Fiber.Cleask and Smooth -star Nominal 6&13BB&quotlmpactII Opaque 1213111022 Yes Yes Yea NIA Composite Edge Fiberglass Double Door with 8quol Nors-Impact&quot; Sidelites (In9WrglOutswing; OXXO configuration) 15 0. Thermal-Tru Fiber -Classic and SRIoo"tar Nominal 8&39,0 &quodmipact&quot Opaque 12131)2022 Yes Yes Yes WA Compoaite Edge Fiberglass Single Door% tin SquotNion-ImpacAquot Sidelite(s) QnawinglOutawing; XO: OX or OXO configurations) 16 p. Therma-Tru Flber.Classic and Smooth -Star Nomme18&#39,,0&quctlmpact&quot; Opaque 12131 r2022 Yes Yea Yes WA Composite Edge Fiberglass Double Door ndtl &quotNon-ImpectlLquot; Sdelites (InsW rig(OutawO ng; OXXO oortfigunstlon) 17 q. Therma-Tru Fiber.Ci ..x, and Smooth -Star Nominal 68ri39,121 gquot Non-Impad&quot Opaque 12f3ll= Yes Yes No WA Compoelle Edge Fiberglass Single Door OnsWngrOutsWng; Xconfigunnion) 18 r. Thema-Tru Fiber-Cfasac and Smocth-Star Nominal 6&iY39:8&quot Non-ImpacAOl Opaque imir2022 Yea Yes No NIA Composite Edge Fiberglass Single Door with Sdelte(s) (ImvAng/Outswing; XO, OX a OXO configurations) 19 .Therma-Tru Fiber -Classic and SmodthStar NPmdnal6&A39;8&quat Non-ImpadBquot Opaque 12131/2022 Yea Yea No WA Composite Edge Fiberglass Double Door Win or Without Sdelttes (Inaving/0uls;Wrg; XX or OXXO confgurations) 20 t Thismat-Tru Fiber -Classic and Smooth -Star Nominal 8&#*..0 &gwot Non-Impaaa&quot Opaque 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door (InswinglCuiswring; X corag-nits) 21 u. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 8U3e..0 S,quot Non-ImpactSquot Opaque 1213il= Yes Yes No WA Composite Edge Fiberglass Single Door with Sidalke(s) (Irr5Wng10utsWng; XO, OX or OXO onal 22 v.Theme-7ru Fiber-Clis-nd Smooth -Star N.miinanfe 168a39;08 t;Nbrvl d quo rips 8quot Opaque 121312022 Yes Yea Nib N/A Compete Edge Rbarglass DoubleDoor Wlh or vrithout Sdeli[es (Irwwing/Outswing; X(or OXXO configurations) 23 w Therma-Tru Fiber-Clanic and Smooth -Star Nominal 6WK8 &quotNorl-Impact&quoit Glued IN92022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswirgroubwig XdpnTiguraeon) 24 x. Therms-Tru Fiber -Classic and SmDoth-Star Nominal 8111il 8 &quotNlon-Inpact&quoC Glazes 1213112022 Yale. Yea No WA Composite Edge Fiberglass Single Door with Sidel ke(s) (InsW rg/OutsWng; XO.. OX a OXO cenfgUrabons) 25 y.Thermo-Tru Flber-Classic and Smooth -Star Nominal 6&039,8 i1quotNbn-mlpaa&quot; Glazed 12t3112022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or Wthout Sided.. (IromngfoubvAng, XX or OXXO configurasor s) 26 z. Therms-Tru Fiber-Gacslc and Smooth -fir Nominal 88,11031i;0 &quotNon lmpad&quol; Glued 12/31r2ri22 Yes Yes No WA Composite Edge Flbergess Single Door Omsm,klglOutswa,Q, Xtrnsiguraill 27 m- Therma Tru Fiber -Classic and Smooth -Star Nominal BISil 0 &quotMon-Inpact&quot Glued 121312022 Yes Yes No N/A Composite Edge Fiberglass Single Door with &delte(s) (Inswing/Outswing; XO, OXor OXO configurations) 28 A, Therma-Tru Fiber-01-sc arid h-Star Nominal 8&N39;0 8quotNon. Impaa&quot Glazed 12/3112022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or without Sidelitee QrasWnglOutawing; X(a OXXO configurations) Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of z1 9s911 EnU[r w Pat 20 am* "ad .gap SYm Ytl WM .i ,- Fes. Po 1�ia. Validated OR, Validated Sultinfittied Fill Amrovr Ag-Jr1Y Sam Rewlsbn 2020 MI Wndows and Doors Bern 311finger Lots Roberto Lomas Steven M. Ufich. PE 1Q+0812029 IW W020 4011912020 12715r2020 APProued Category: Edenor Doors (717) 305-3300 PE62514 (717) 317-8454 "Cat"Ory: Sldng Exterior Door Assenricks bstbnger®miwd.com Compliance Method: Evaluator, Report tom a Florida Registered INalnect ora Doomed Florda sLw,.aa. fie Preressbnr Brel- gag,$ Product MOON. aunbw orName dualnY Amranrw Product Dncrtamn Astarond for Visa Approved l0 OutsNfe fa Use aVflz $Im44 R43 ma➢t Iksml Meswre 1 SERIE9420ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 12/372024 No Yes No WA 145-3r4&quaX8OIl NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM $Go OX. XO, XX 12312024 No Yes No NIA S6&qucl;x601tquct; NOM-REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSGO REINFORCED OXO 12/31/2024 No Yes No WA 1453/48,quarxD611,qua ; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM$Go REINFORCED OX. 12f312024 No Yes No WA XO. XXS6&qua,x96&quot 5 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12r3/2024 No Yes No WA 14311qud:x96i l: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 192P21 Empgtg 219 21a oat, PianDOg 20 Ax yorgpD Mag3CasWtx Lnoe1«r & ue. as Validated sir Validated 9yQmI1l FBC APoroval Asacg> x4 gtgya ReAsfdn 2D20 Ways a -Orin, a division of OVemaad Door Dwayne Kaplan John E. Scales JameYP Anneuon, P.E. 1D/122020 09`21wn20 102mm 12/15/2020 ttinproed Corpaaldn (3$0763.8121 PE-51737 (904)821-5200 Category: Exterior Doors dkomishOwayn.dision c Subcategory: Sectional Exterior Door AasemMlas on, Camillsh p. 1OaI11tW: Evalualon Report from a Fluids RaglNaredArchitect or a Limited Floods FLe9d48#29 Pradueb Profesbnal Engineer $gig,¢ Protluci ModN. laadlw a Matele Ourav A.sur- Product Descnodnn CONraU awlrallon Dora Apprevsd fa Use Approved fer Us, �Z out"NVHZ Impact R#SIK" Deake, 3 8000781D1V820001105 9&439: Max width. 14dd39: Matz height. dazing 12/312023 tin Yes Yes -31.00/-35.00 svelULle in top a InGmnedlNl atddn 10 WOOMION200IM123 16&M. Mail wti0th. 1411 Max height. Glea; 12/312023 No Yes Yes +30,001-33,50 9,nII"e In top or Intermediate Becton. 11 6000M10W020001124 164409'. Maxwldh, 148439; Murldght. dazing 123lQo23 No Yes Yea -3440F3a.30 "OWN. In top or nitemse ate section. Florida Department of Business & Professional Regulation Paget of Building Codas and Standards 1r32021 Product Approval Application Detail S8ffi _ e"taw a .. let 21M on* Plan ria Dat ]km VW- End,,,&Llcerise ValdaladBat Va lidated g m FBCAroxal Aggmnd gtayy Re4_ 2020 Curries Dilation of AADG. Inc. Tom Randy UL LLC Troy Bishop. P.E. 12/1012020 1Z/&12020 1=112020 Approvd Cauaill Elena Was 1641)494-2613 ON)947-0660 Sub".gory: Edemor Door Components tan dteM.-abI yJ Campllanca Method: Cwtifleapon Mark cr Lotting m F V17fi537-Rat Pr.dud. Dualbv Assurance Aa«ovedf« Use Approved for Use impact Dedun I" Produce madam. Mi new a rem. it�ad.. n eortrai Exatrlm era In � Outside, HVHZ assistant p-sams 1 ri07. 707 72?, 747, 757. ?", and 847 Single and Pets of Flu 9r, Glum. and louvered snob and pairs of 121312025 Yes Yes Yes WA Dose hollow meat doors. Florida Department of Business & Professional Regulation ii g 1 of 2 Baking Codes and Standards fi b71 Product Approval Application Detail . _ � _.. _.._ _.- _ . tic•: _ . __ - .._ _ �. _:.. ..._ �. .. r.. _ _. _ ... _ .._ Code 6aM or - Dots .. olds Dos PondM DYs iYm Vdr6loD Menuf turw contact Emu nser deldi>aJesa Vaudae.d sir Vattmmg , Fee Approval All -sal gtffi,a RsMsbn 2D20 MI Nlindmis and Doors Brent Sitilrgw American Architectural Steven M. Urlal. PE 11/17/2020 iltlir2020 111r/2020 Approved Category: Windows 1717)365-330D Menufictorers A.-drition (Tl7)317-6454 SubCalegory: Single Hung bstlingw2m1re.com Comyllwhee Method: Certification Mork a Listing Rodlet MOBIL Mmbw a Name 9ualf.&aa�Dim Aooravad for use Appravad for Line (peat " Asa& Baffict comas EmI alIM orate In HVHZ Outside HVHZ BtH.iD! Premium 2 1B5 SH 52x72 Fili F Large Frame IGISG Single Hung 1010642023 No Yes No 601-Go Lamneled Of.. N j 2 � U O O CU to T�CDcu V fn O c O -9O �/r♦� W o M LL o .0 Cn o � 0 CU u) Q u II PFA r tit= C kit nl � � W C" C lC U N s Ct] fQ p n C-4 L N dal O Q N ZNC N 07 E C CL) t u Q � 3 � y tC d r=•• .' 1..1 ly C ` al fx . Cp T lf1 C �o av 'alleassaill' W^' W O CL O CL L... U O L W U o0 1-- O L W� Q W z J z Q _J a - SHEET NO. PA 1.0. — ' tl , RIII 1 I 1_ 1_1 t1 I IileilLE[iI 1tPalt!IMI�Pi 1—alll.1 11 _ I 1 _�' I'1 I _ i , I Q� ,i —Cu Q Florida Department of Business &Professional Regulation Pepe G d 9 Florida Department of Business &Professional Regulation Page t d, Florida Depadment of Business &Professional Regulation Pye 1 d, Florida Department of Business 8 Professional Regulation U L C O Q O W W v �s� � V/ W '� �� •� 0 'L i O L E O •� O ^ �/ W }�A O CL ^� ''}^^v i..i .� v/ N c N O N W O L Z = t\ O WV G —_ fC 11 M K Co LL a tin O L C14 t N Q C= Ca CV Y 3 y m � W Lu CZ cu s c Y 3 ro ere a u err �_ C Q T G A V w W Z O L O L� U O L v I M 0 W L O �— cW C z J Z Q J a SHEET NO. PA 1.1 Faye+ d2 Building Codes and Standards lrzsrzozz Building Codas and Standards +asrm2, Building Cods and Standards +art Building Codes and Standards ,lands+ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail SrgSiE �LQ1 Ikffi 1�. Date Pentllm- �1 �ta 211 2AZZatilligis )�ti �R � W �e Pam � £� � � Difte Pending I�$ Y9rafm Rea"lion 2020 Thernm-Tru CorPvration itgC19G1 F-Ilaineer a License Validated 8y Stave Lyndon F. 3d+midl. P. E. Rya J. King P. E. ValklBtad submitted FBC Aooroyel agpjQ,� 101U712021 �'16/2021 10/13+2021 11/15/XT21 �g}g Approved � tstdl,erauearoa YdMYetl au yyg(� mpg J�,g BHgQyyq RAW Iyg � ((� czaml Endnaera LlamasydmYm Be VBftd Submitted FBC Ommvol �g(1 SrDa Y.�IDII tl�Y@L S� EnE a Llearsaydidamd Br Actonseal )(iYtl�ffi if�Gffi daa@1fFY itylLL Category. Exterior boats .hsperaon (800) 843-7828 PE-434W (813) 787-8b55 ARmrratwl 2Dm PGTlnduahbe Jana RoaouaN Marti-Oede BCCO-CER MamFOeda BCfA-VAl itA)5r2020 i4p5r20m 111110920 ApprovM Reuaian tom kH MBndara and Ooa9 tram 81i1 agar Amerman ArchAeaural Steven UtiM. PE 7D081'J020 t0ABr102D 1Qnan020 Approved Redsbn atlm MI NAntlr»s and Doers &aM anYnper American NehieCunl 6faan MlAicn, PE 11R2r2020 11/'12n020 17rza>t020 sad Nxx aubCaleao+y SV,irpi rig Ex9eria'Dvof Aasen,Nba s)aapereon@thermahu.co CdepaY: Yantlo:vs (947)488-0100 (786)J75-2590 t:YegOry: Wndows (7171385.33m Manuledurat Rstxieam (?t7)31r•8454 CYepay: V/kldowa 17177365-33m MenuhcWrers Assmbtlm (717)31T-845i Compliance Method; Evaluation Reroatffana m Subcategorpidnam y: Single Hunp IrvavtnY@p(pnduNrlee.c atat5tepory: Horizontal Sider bsitlnper@mMrO.eom RbWagoay Fixed udanynrgmlaw.com Fbrida Registered Architect or a Licensed Florida CentplleMA Method: Cem+catlon Man a llsanp o+,l COanpllertOs Medto2 CMIIkMOn Men a LYatg Compliance, Yad,od: Cwrgfroadon Mark a Lide, y RO(e9910r1al Engineer Ftee'.�11M - fllatLLa:R11AYlete Ftt.�1R7 PPodlteffi Rustily asurance Aaamvatl Tar Uee Aoomved rot use � �qg gee Y ROQat MOM MurbY a Noma a,dary Asurartn $�,( CarvaN Emlrallon Coe Amrerad forUx AmravW is Use tUHYirb gt/dde HVHZ f�, 1t49MaI14 g� $itE�Ct $Ra$ Frnduen Yorhl. iAaaoe rc Yams Product DasafoUon Lus MMOWdt«Uee � ApAoyed f«UY outside KIM jpQffij Network Q@� � �!g-E Roduct ModN. Mmbar or Maine �IgL�BYg�K Product Discmig CaYratt zmtetlon Dee Aoorewflf«Uss Amfnvd f«lAu � � Jd�j outside HVH2 7Sl9MI.11 07.H!!C!. Se93 Product Model. Number or Name RodatC[ Description Contract ExdraUbn Data n H fDuffiitle NVNZ Resistant Pressure 2 eN%m i,args /A.ma toped) vinyl 9l�le Horny Uendavr 07/!(In02B Yes Ym Yes ova t H9 t88 Fin and Flengs Frertw 73aG21nwWed does 0?/18R021 No Vas No •55/35 i 185 PW 73. 721nsdded Baas O4A3/2075 No Yea No +60f-00 1 a. Thern�Ttu Fiber -Classic and Smooth -Star Nominal da#3,9:8 rq,mkNon-Impact8quok Opaque 1213112022 NO Yes No WA Composite Edge FiberglaA Single boot (InsvinglOvtta»inp: X mnfiguratian) 2 b. Thelma-Tru Fiber-Classb and Smooth -Star Nominal88319g;0 8gsmkNon-Impad6quok Opaque 1213f/2022 No Yoa No WA CompOdte Edge Fiberglass single Door with Sdelee(s) (InawinglOuYaing; XO, OX a OX0 oonRgunfions) 3 aTherme-Tru FberLlaessO and SlnoMR.Bhr Namlrat rsaR38;88gaJokNon-Impadaquok Opaque +1131/20Y1 No Y� No NIA Fiberglass Composite, Edge Doubts Door vtt+t a wiMout Sidelites (InswirtpfOutawinp: XX«OXxO mr,fquraaons) 4 d. Themto-Tru Fiber -Classic and Smooth -Star Nominal 78#3$08quot;Non-Impertx&rtuok Opaque 12791f2022 No Yea No WA Composite Erie Fiberglass Engle Door (InawsrglOutsxing; XconflguraTion) S e. ThermaTtu Flyer -Classic and Smooth -star Nominal 78p�0agalok Nan-imped8,quok Opaque 12/81l2(I22 No Yes NO NIA Composite Edge Fiberglass Single Door with SSddIMs) (Ins,viniplOuLswirg; XO. OX a OXO omfigurations) e 1. Therms-Tru Fber-Classic and Smooth -Star Plortthal %e3H;08quokNon-ImpadtBgtJaC, Opaque 12181f2022 No Yes No NIA Florida De partrnetil of Business & Professional Regulation P+ya 1 dt Florida Department fX Butiklesa & Professional Regulation Papa i dt Florida Department of Business 3 Professional Regulation Page 1 d, Composite Edge FlberplasY Single Door Building Codes and Standards lefm2, Building Codas and Standards ,/5JZ021 Building Codes and Standards tfryms, (hsawfnplQutavratg; Xtxxdipulation) 7 g. Thamm-Tru Fib 11 f II 1 I Ili I I I '_I I -&-A N 2. 0 � Simpson Strong -Tie 2020 FBC Approved Products Opdated,2l30202p Simpson Strong -Tie 2020 FBC Approved Products updated i2130r202g Simpson Strong -Tie 2020 FBC Approved Products Updaced,2/sorzo2o Simpson Strong -Tie 2020 FBC Approved Products Updetedi,23(N202o Q. p For elect Inks to SST listed below.. CLICK HERE. For Jett inks to all SST approvals isted below: CLICK HERE �®. For elect inks to ell SST approvals listed belay, CLICK HERE. For elect inks to all SST approvals Wed below, CLICK HERE � all approvals • For additional Information regarding Flnda's Statewide Product Approval System and Ma,14)sde County Notice of Acceptance (PICA), CLICK HERE. a For additional Information regarding Floi Statewide Product Approval System and Mimi -Dade County Notice of Acceptance INCA). CLICK HER . For additional Information regarding Flodd's Statewide Product Approval System and Mani-Dsde County NoUce of Acceptance (NOA). CLICK HERE. • For additional Information regarding Florida's Statewide Product Approval System and Many -Dade County Notice of Acceptance (NOA). CLICK HERECU N FL423S3-R7' FL#10446-R6 FL#t0466-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5le to, 3 (a CU C/) 9116" and heights ranging from 4.5116" to 11". Concealed flange V Product Model. Number or Norma Product Description $@g Product Model. Number or Name Product Description �gq j� Product Modal. Number or Name Product Description version (HUSC) available for models having width equal to or O 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter T tan stainless steel masonry screw 1 A21, A23, A33, A34. A35, A44 Angles 1 ET, BTB, BTH Brick Ties greater than 39118" 0 2 O 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12; CMST14, CMSTC16 Coiled Straps 12 IUS series hangers Face -mount hangers available in writhe ranging from 1.7/8" to 3 0 5_ C 3 APB44, AP844R, APV866, APB66R, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14. CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9.114" to 16"- c Q L _ FL#9589-Re APV844R, APVB66, APVB66R, APV888, APVB88R, APV61010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325SDS, LGU3.83-SDS, LGUS.25SOS Face -mount hangers co O :F�+ ,- (o 4 APDJT2-4, APDJT2R-4, APDJT2-5, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CD O A21 Product Model. Number or Name Product Description APVDMFZ-6 8 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers - � Q 1� 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH4SR, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, HISS, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- a) L, 2 SD9112, SD9212, SDI0112, SDi0212 Strong -Drive SO Connector Screw 6 APL4, APLS, APT4, APT6, APVL4, APVL8, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-151i6" (n Q C 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Faoe-ount hangers m � 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SOS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5. 1- U) SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3. HST5; HST8 Straight Straps 1/8" and heights ranging from 6-15116" to 19 1JT'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Jost Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR; SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging trom 1- 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/1O" and heights ranging from 3-1/1 g'to 13-314". 7 SOS25112, SDS25134, SDS2520C, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDE25500, SOS258M 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 6 SD625112SS, SDS25200SS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LT82.0, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DriveSDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2, HI OS, HI 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS1B, LTS20 Light Twist Strap Wand heights ranging from 2-5/8"to 11.1/4". 17 18 HCJTZ HH4, HH6 Heavy Conceoled Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FLXI0007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLf110667-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps J Y Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MSTC88133 Pre -Bent Straps e # Product Model. Nurn bar or Name Product Description 1 ATR318, ATR1/Z ATRS/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skswable Angles 24 111 MST13e, MST)48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD93, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30'. 3 BP36-2, BP112, BPV2-31 BP5/&2, BP518-3, BP3i4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ25RZ, LSS128LZ, LSS)28RZ, LSSJ210LZ. LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318; CNW112, CNW516, CNW314, CNWS/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Sbpeable/Skewable Hanger 27 RCWa12, RCW814 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Z to 3- CTUD98, CTUD99 27 ML237, ML247, ML26Z, ML26Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDB, RTU07, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD1O Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 STIR, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-117'. 10 URS3 310" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T020, T827, TB30, TB36, TB42, T848; TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 37. 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1 /4" to 8-718" 13 URSS 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6100; W61060, WB126, WB1261 W8143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 32', FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1016" to 7- FLIM 0447-R6 112" and heights ranging from 8" to 39' ,%I" Product Model, Number or Name Product Description sea x Product Model. Number or Name Product Desorlotlon 10 HGLS senes hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, C81-12.374.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC10/4, HDC1OJ22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDO8, HHOOi 1, HHDQ14 Hold-down 2 DSC2R-SOS3, DSC2LSDS3, DSCSRSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9116" and heights 7/8" and heights ranging from 7-112" to 32' 4 HDU2, HOU4, HDU5, HDUB, HOU11; HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/18". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style punin anchor 4 HCP1.81, HCP2, HCP4 Hip Cornet Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.MSDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-dwvn 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Topflange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518' to 7- 9/16" and heights ranging from 18" bo 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 55J15'to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28. PA35, PA51, PA68 Strapstyle purIm anchor 7 LRU26, LRU28, LRU21Q LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00SDS, HHGU7.25SDS, Face -mount hangers 39118" and heights ranging from 5-3/8" to 13-1/8" 10 PAI18, PAI23, PA128. PAI35 Strap -style purlin anchor 8 L.SU28, LSSU28. LSBU210 Light Stopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in vAdths ranging from 1-9118" to 5- 11 STHD10, STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2. HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.5W10, Face -mount hangers 112" and heights ranging from 3-7/15" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUST25/10 version (HUCTF) available for all models having width equal to or N 11 THA29, THA213, THA218, THA218.2, 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- greaterrlhan 2-9/16". N THAC422, THA426, THA422-2, THA428.2 1/8" to 5-118" and heights ranging from 4-314" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 12 THAI1 81122, THAl2.06/22, THAI2.1122, THAI222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for Woiels Concealed flange version (HSURC, HSULC) available for at 1/8" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- (y c 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 5.318" to 32' o 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU28•W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9I16" to 3 w cu a 18 TSSR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.114". Concealed flange 518" and heights ranging from 9.118" to 16' U')N. L.0 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9t16" and heights `a. o 18 VTCR Valley Truss Clip greater then 2-9/16". ranging from 5.318"to7.1/4" v M 10 HUCJQ1.8119-SDS, HUC01 .81111 -SDS, HUCQ210.2SDS, HUCO210-3-SOS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights -cot sN•e SDS, HUCQ4IO-SDS, HUCQ412SDS, HUCQ5.25/9-SDS, HUCQ8.25/11SDS, HUC0610- ranging from 9-3/10" to 13-118" d SDS, HUC0612-SDS v N L ci N �. 61 ou dt � C O � 31: M 3 or m •? u dui) c o � N Q � C � O 2 u 0 MOM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rt0 (i � Simpson Strong -Tie 2020 FBC Approved Products Updated 12130=0 � Simpson Strong -Tie 2020 FBC Approved Products Updated 1213OM20 ® For direct Inks to all SST approvals listed below, CLICK HERE. ,�, - For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. � For elect Inks to all SST approvals Wed below, CLICK HERE. . For addtional information regarding Florida's Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA), CLICK HERE, • For additional information regarding Florida's Statewide Product Approval System and Mane -Dade Canty Notice of Acceptance INCA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Mane -Dade County Notice of Acceptance (NOA), CLICK HERE. + For addConal information regarding Flande's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11465-RO 15 S4.BVI S6, S1LBV1.81, S1LBV2.06, SJLEV2.37, S/LBV2.56, SA.BV2.e8, S/LBV3,12, Top Flange Jost Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". S/LBV3.56, SILBV3 62. S/LBV4.06. S/LBV412, S/LBV4.28, SILBV4.76, S/LBV5.50 6 Strong -Bolt 2 1 ST62-4SS, S782-8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LSAZ series hangers Top flange hangers available in width of 1-9116" and heights §d" ProduCt Model. Number or Name Product Description 19 S4.TT20, SIDTT2Z, S1HT714, HTT4, HTT5 Holdowns sleet and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST80, GMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HO Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3, LEG5, LEG7 ashes hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avalable with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33112' 3 HUCQ210-2-SDS, HUflQ210.3-SOS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/7' 5 THG02-SDS3, THG03-SDS4.5, THGQH2SiDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TB= Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9110" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25168RH, THDB37158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete 1/8" and heights ranging from SA 14" to 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 -All Anchor for masonry ranging from 3-W8" to 7-11W FL#'11473-R5 FL#11390411i 27 28 RR WP series hangers Ridge rafter connector Top fangs hangers available in widths ranging from 1.917- Sea N Product Model. Number or Name Product Description bag Product Modal. Number or Norma Product Description FL#16230.R8 118" and heights ranging 9.114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOUM.82-SOSHDG, CCQM4.e2-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.02-SDSG, CCCOM4.62-SOSG, sea # product Model. Number or Norma Product Description 3 HIS, HISS. H15-2.H1&2S Hurricane Tie CCCQM5.50-S0SG 1 AT•XP AT-XPHgh-Strength Acrylic Adhesive for concrete or masonry FL#10960-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 E-CCLQM3.62G-KT, ECCLQM4.ri2G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET•HP ET -HP Epoxy Adhesive for masonry, 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT. ECCLLQMDi.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.520- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry killulHT, Product Model. Number pr Norma Product Description 6 HGAMID, HM9 Masonry retrofit connectors ECCLRQMD5.50G-KT 4 Strong -Belt 2 (ST82) Strong-Boh2 Wedge Anchor for masonry {� is � W 1 ABA44, ABA44R, ABA48, ABA46R. ABA86. ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUM7,00, HC3UM7.25, HOUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R. ABU46. ABU46R, ABU5.5, ABU5-6, ABU65, ABU66, ABLIOi ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2.5, LGT4-SDS3 Girder T edown 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H48S, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty ScrawAnchor for concrete available in 304 ABU88R, ABU1010 ABU101DR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, A04R, ACE4, AC6, ACBR, ACE6 Adjustable Post Bess Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.12/925, MBHA3.12111.25, MBHA3.56l1.25, MBHA3.56/9.25, MBHA3.56/11.25, MBHA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MSHA3.58/18. MBHA5.Wf7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC4R, BC6, BC6R, BCB, BCS2-2/4, BC52-3/6 Post Cap 12 MTSMI6, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, M14HA5.50/11.88, MBHA5.50/14, MBHA5.50t16, 6 C844, CB46, CB48, CB68, C888 Embedded Column Base MBHA5.50118 7 C8S044-SDS2, CBSQ46-SDS2, CBSQ6&SOS2, CBW86-SDS2, CSSQ88-SDS2 Embedded Column Base 6 MBHU3.5&9.25, MBHU3.56111.25, MBHU3.58111.88, MBHU3.56/14, MSHU3.56/16, Masonry Beam Hangers FL#1W37-113 8 CC, ECC, ECCU Series Bolted column caps with Wi ranging from 31M" to 9-117 and FL#11496-R5 MBHU3.56/18, MBHU5.5019.25, MBHU5.50/11 25, MSHU5.50/11.88, MGHU5.50114, W2 ranging from 3-518" to 7.112" g g MBHU5.50/18, MSHU5,50118 sea x Product Model. Number or Name Protluct Description 0 O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.1 /4" to 9-1/7' and 12" Product Modal. Number or Name Product Description 1 X3481016.5K, XIS1 D16, XI810101 XQ1 SIDI8, XQi 81016.4K 410-18 Strong -Drive X Metal Sell -Drilling, Tapping Screws with #3 W2 ranging from 3.518" to 7.1/2" 1 DTT1Z Deck Tension Tie Drill Point � 0- 10 CPT44Z, CPT667, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RB 2 XLQ114T1224, XLQ114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 EP844A, EPB44, EFB46, EPB66 Embedded Post Base 3 HD3B, HD56, HD76, HD96 Bolted Hoklowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sell X Product Model. Num bar or Name Product Description 3 XM0114S1224, XMQ11481224-21K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 6 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22458. SOW22500, SDW226D0, SDW22638. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap 2 SDVM834 SDWC15450. SDWC15600 Strong SDWC TRUSS Screw 4 XQ114SI224. XQi 14B1224-2.5K. X114S1224, XQ112S1224, X011281224-2K #12-24 Strong -Dave X Metal Self -Drilling, Tapping Screws with #5 Drill Point (, 15 MP844Z, MPB86Z, MPB88Z Moment Post Base -Drive 16 PB44, PB44R, PB46, PB68, PB66R Embedded Post Base FL#131i 3 SDWHID300DR SDWH19401 SDWH1g800D6, SDWH198000B, SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU3461016-5K #10-16 Strong -Drive XU Metal Sell -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS68 Embedded Post Base 4 SDWH274ODG. SOWH275000. SOWH27800G, SDWH2710Oi SDWH27120OG Strong-DriveSDWH TIMBER-H EX H DG Screw #1 Drill Point 18 PBV6, PBV1 O Round Post Base Saa X Product Model. Number or Name Product Description 5 SDWS16212, SDWS116300, SWV516312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC45-16, PC48-18, PC64-16, PC65-16. EPC44-16; EPC48-18, EPC48-16, Post Cap 1 SB&8x24, S07/8x24, SB1x30 SB Anchor Bolts a SDWS19600, SDWS1971Z SDW522400,SDWS22500.SDWS22512, SDWS22600. Strong -Drive SOWS TIMBER Screw (Inte nor Grade) O EPC64-16, EPC86-16 2 SSTB16, SST820, SSTB24, SST628, SSTB34, SSTB36, SSTBI6L, SST820L, SST624L, SSTS Anchor Bohr SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FLi35320-RO � 20 PC4Z. PC4RZ, P'CBZ, PCSRZ, PCBZ, PCBRZ: EPC4Z, EPC4RZ, EPC EZ, EPCBRZ, EPCBZ, Post Cap SSTB28L 7 SDW52230008, SDVVS224CODBL SDWS225CODS SOWS22Oi SDWS22800D0, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Aggjg Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDW82231208B, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB46, DSSC648, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273008S, SDWS2740055, SDWS27500SS, SDWS276DOSS, SLDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43 5, FC845.5, FCB4T5, FCB49.5, FCB411,5 Bypass Framing Faced -Clip Connector W urn SDWS271000SS, SOWS2712DOSS 3 FPHSD34S1018, FPHSD3481018, FPHSD34B10,e-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- � v/�./� Beg_X Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B12145K Drilling, Tapping Screws V FL#10866-RS 1 CMST12, CMST14, CMSTC16, CS14, CS16, C818, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6.25, SFC2.25, SFC425, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST138, Straps 97 mil (12 got) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25. MSSC225, MSSC4.25. MSSC&25, Steel Stud Connectors Sea # Product Model. Numt�r pr Name Product Description MST148; MSTI60, MST772, SlMST27, S/MST37, S/MST48 MSSC4.25KW, NSSC6.25KW 1 1 FSA Foundation Anchor 3 HTS16, Hi HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rig Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, L5r149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 got) 7 SCB43.5, 8064&S, SCS47.5, SCB49.5, SC6411.5, MSC645.5, MSCS47 5 Bypass Framing Slide -Clip Connector 3 GH46-8, GH48-8, GH48.6, G1448.8, GH410 6, GH410.8. GH66-6, GH658, GH68.6, GH68- 8, GH610-6, GH61D-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2115, 5T2215 LSUBH3.25, SUSH3.25, MSUBH3.25 Straps 33 mil (20 got) Bridging Connector §W 1 Product Model. Number or Name AS 18, AS 18S5, AS 18S8 Product Description 18 ga. Truss Plates 8 9 SCS32-5197, SCS62-519T SCS62-5/118, SCS82-51118 SCW3.25, SCW5.5 Bypass Framing Connecter Head-of•VilaI[ Slide -Clip Connector 4 GLB5A, GL65B, GLB5C, GLB5D, GL87& GLB7B, GL137C, G1_B7D Olulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBTSI2, GBLT612, GLST518, GSLT616, GLM20, GBLT820 Glulam Bearing Plate 8 LTS12, LTSi6, LTSIS, LTS20 Light Twist Straps 3 AS-20 20 got, Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 got) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC88, MSTC78, STS238 Straps 88 mil (14 got) Screws LLJ 8 UFP1cSDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18. MTS20. MTS30, MTS24C, MITS30C Medium Twist Straps 13 XQ1Sio, 6, XQ1B1016.4K, X01SI214, X0181214-3 SK, X078S1224, X07861224-3K #10-1S. #12-14. and 412-24 Strong -Drive X Metal Seel -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.56, S181.81, SIB2.06, SIB2.37, S1B2.56, S/82.88, SIB3.12, SB3a6, S1B3.62, S1E4.06, Top Flange Jost Hangers FL#15730-R4 XQ114Si 224, XQ114BI224-2 SK, XQ112S1224, XQ112B1224-2K, X34BI016-5K Tapping Screws Q S/64.12, SIB4.28, WE4.75, S1B5.50 XiS1016, X1B1018.4K, XIS1214, XIS1214.3.5K 13 SBA2.12S. SIBA2.12/10. S1BA2.12/121 S(BA2.12/14, S1BA4.1818, SMA4.18/10, Top Flange Joist Hangers Aqg Product Model. Number or Name Product Description Z SBA4.1&12, S1BA4.18/14 1 Er -HP Adhesive Anchor for concrete Z 14 S/HIA Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, SiHD88, S44D10S, S/HDi08, SIHDI5S, SM015B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Pavder-actuated fasteners, threaded studs, and assemblies 16 S1HDU4, S1HDU6, S/HDU9, S1HDUIi Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SJJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete 0- SHEET NO. May 27, 2022 PA 1.2 Cn CO ♦., MIAM!< U" -D .c©tT11T5' PRODUCT CONTROL S£CTrolaT PGT Industries Inv. PGT Industries, Inc. 2 PGT Industries, Inn. C:)-2 11&05 SW 26 Street Room tax NOTICE OF ACCEPTANCE; ErvZDENCE SUBMITTED NOTICE OF .ACCEPTANCE: EVIDENCE SUBA T1'ED Co DElARTlrrENTOYrtEt;UI.�TORYAI4DECOlertlBIIC RESOURCES OUR)> 33175-_474 BOARD A" CODE AD TRATION DrV'IMN T (786) 315-15W F (7W 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSLTRA�',ICE .� U � � 'tn NOTICE OF ACCEPT —WE(-NOA) wsuwMiammade.cec:ecoaovi 1. Evidence submitted under previous NOA 1 _ Miami Dade Department of Regulatory and Economic Resources (RER)- � � C -0 U PGT Imdusu ies, inc. A. DRAWINGS B. TESTS (continued)0 O Z7 1070 Tochutdog Drive, 1 _ Manufactuier's die drawings and sections. 5. Test report on 1) Air Infiliratim Test, per FBC, TAS 202-94 = 0O � North Venice, FL 34275 (Submitted under ?� O 4.Vo.11-0107 04) 2) Uniform Static Air Preesstue Test, per FBC, TAS 202-94 E. MATER IA>f . CERTIFICATIONS l O Scorx: 2_ Drawing No. MD-5570.4, titled "Vinyl Sliding Glass Door NOA (Lh1)', sheet 1 3) Water Resistance Test, per FBC, TAS 202-34. 1. Nutlet of Aeceptas�ce Igo. IS-0528.14 issued to Vtsi� Extrus� Limited fortheir = � 0 M O j � ThLsNOA is.beiagmued under the applicable nsles andregalabous gm. emmg the use of coust:ucuonmatenals. The through 21 of 21, prepared by manufacturer, dated 10)'0515, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -1111t a Rigid PVC Exterior Extrusions for Windows and Doors", dated 08,43115. . � -0 O nts6 nsubmittedhasbeenre- ewed and accepted byMiami-Dade County Col Section to doc o 04/05/17, sued and sealed by A. LymMiller_ P.E. 5) Cyclic Wind Pressure Loadmgper FBC, TAS -103-94 expiring on 09f�0119. Cn a)� CL be used in Miami -Dade Quay and otheraxeas where alloyed by the Authority Having Jurisdiction (AHb- 6) FmCed Entry Tom, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.03 issued to Vision Extrusion Limited for their -YE C O � Q, This NOA shall notbevalid aftertheexpitakiondatestatedbela�r_Ile lbfar sirDadeCouatyProductCcafrolSeeeon B. TESTS along vnthmarked-ap drawings and installation diagram ofvmyl sliding glass door,prepamd 10011 Tan 142 and lighter Shades (Yew T►4'h ae} Rigid PVC Eaiertor Extrusions for �— ,Q .� U) Q (In A,fi = Dade County) andVor the AHJ (in arms other than Miami Dade County) tes erne the right to ha ve this 1 _ Test report on 1) Un&oxm Static Air -Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Rgxxt No_ FTL W549, dated 11 %/15, signed and Windows and Doors", dated 12/08116, expiring on 12129:2I _ product or material tested for quality as mace puhgoses. If this product or material fails to peform in the a ccepted 2) Large Missile Impact Test per FBC, TAS 201-94 seared by idaltnis Ortega, P. E_ (Test tep�rn# revised on I21r34115 and 021`1 Ulb) 3_ Notice of Acceptance No.1S-0{28.15 issued to Vision Ems Limited for their manner, the ma a chwerw,lliarurtheespease of such testing andtheAlUmay= edwelyrevoie, modify. or 3 C he %rmd C Load FBC, TAS 2'03-94 ) � �� b_ Test report � 1} Air Infiltration Test, per FBC, TAS 2ti2-94 d "Brown Coated (Painted or 3%Wo PVC Exterior Extrusions for risdk suspend the. use 4f such product or material within their �nsd>aehon. RER rieSetlieS the right to i!`VOICe thus .if or l withi r a1� withmatked-up drawings and installation diagram of vinyl s1�g glass door, prepared 2) Uniform Static Air F� Test. per FBC, TAS 202-94 Windows and Doors", dated 09/13/15. expiring an 0930119. iris determined butt acceptance, i Dade product i Sectionthat this product or material fails to meet the requirements of the applicable building code. by Fenestratitm Testing Lab, Inc., Test Report No. FTL 9717, dated 12d'0 7115, signed and 3 Water Resistance Test, FBC, TAS 202-94. ) � 4_ Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is approved as deed heroin and has been designer to comply with. the FIxida Building Code, sealed by Idalmis Ortega, P_ E_ (`rest report weviscd on 02/15/16 and 02,24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN., 3040 and Lighter Shades (Non-`t'6ite) Rigid PVC Exterior including the High Vebcity Hurricane Zone_ 2, Test report ten 1) Air Infiltration Test,, per FBC; TAS 202-945) Cyclic Wind Pressure Loading per FBC, TAS 20394 Extr•nsiorns for Windows and Doors" dated 09rT 5116, expiring on tl7JIi4t21. DESG`RIP'TIO1V: Steles "�701277i!" Vnr}•I Stag Glass Boor (Reinforced) ticltr-o 90° & 13_� comers-I..�LI. 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 along uritlt marked -up and installation d of 1 s door, p drawings vmY sliding prepared 5. Notice of Ace eptatice No_ I4-0�'I2.04 issued to ENERGI Fenestration Solutisms USA, APPRO� :4L DQCL'ME:4T: Drawing No. AiU-S,"�0.0 Res B, tided "vi�t Sliding Glass DoorN(iA {I3�d}". sl,eea 3) Water Rye Test, per FBC, TAS 202 94- by Fenestration Testing Lab. Inc., Test Report No. FTL 8552, dated 12AW15, sad and Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 2)1. s 1 ithrrough 21 Qf21, prelaaredbymathufac�tutrr dated 1fl.r05I15 and last revised on O'h.141121, signed and sealed by nnfictMWni 4) Large Missile Impat-t Test per FBC, TAS 201- sealed txY Idalmis. Ortega, P. E_ (Test report revised on 02n52016) Extensions for Windows and Doors" dated 091151I6, expiring on t?4,ie6120. A_ Lyme Heiler, P.E_. area bearingthe Dade CvuutyProducsCo�oevised ionstamp the Notice 5) Cyclic Wend Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6. Notice ofAcceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, " A- Lynn eHiner and ealringthe date by the Miami Dade County Product Control Section. 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their 1Thke Rigid PVC Exterior Extrusions for Windows and Doors" dated 11SS3I.E IMPACT KATI G: Large sad SmallNlisdie Inpet Rmikant along withmuked Grp drawings and installation diagram ofviuyl sliding glass door, prepared 3) Cyclic Wend Pressure Loading per FBC_ TAS 203-94 08110117, expiring on 0228118. by Fenestration. Testing Lab, Inc., Test Report No. FTL M6, dated 11i061I S. signed and along with marked -up drawings and instaiiation diagram of vinyl sliding gas door, prepared 7. Test reports No(s).10-002-792(A), 10-06-M0527, 535753-09. per ASTME-84, table 1 (sheet 7) and table 2 (sheetD forapplicable SGD unit sizes, design pseszurft- reinforcements types, sealed by Idalmis Ortega, R E. best report revised on 0110411+6 and 02211112016) by Fenestiration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 th u A 22). dated ASTUD 1929 and ASTM -fi35. issued by EXOVA to Vision Extrusion for cellulosic glass types, sir! vises (see tables B-1 & B-2, sheets 7..8) atsd.amchortayout sheets regeoxs in 11 tutu 16_ 3. Test report on 1) Air Infiltration Test per FBC, TAS 202-94 P'tesszrr'e 11/19110, d and sealed A Canso, P. E. (Srlburifled utrdaor Nn hrv.11- by Jorge� composite material 2. Rigid white PVC, Tan Gaon -white) Rigid PVC andBm-an coated (Pkimedorlarnm ated) white Rigid PVC to be is A Test, per FBC, TAS 202-94 2) Uniforlm Static Air m St U1�07 iQyti ('SFI � 7tJi��J' 1'�rii� >�rl?. II-1111i7.1i t) labeled per referencnedNp l°srequrrenhe>a 3 U'�� t Test, FBC, TAS 202-94 ) 8 Test report out 1) Air lufillration Test, per FBC, TAS 202-94 8_ Notice of Acceptance No.14-0916.n issued to Kuraray America., Inc- for their 3. Egress operable doors must comply with min clear width or height per FBC requireuent, as applicable- 4) Large Missile Impact Test per FBC, TAS 20194 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Sentr2-Glasg (Clear and Ulite) Interla,% er". expiring on 07104!1 S. 4. Pocket walls under separate appravat to be reAewedbyBnildi official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistame Test, per FBC, TAS 202-94_ 9_ Nome ofAccepta a io.15-1117.01 isssnred to I uraray America, Inc- for their LABELING: Each unit shalt bear a pennant label with thema=&cWx&sname or logo, city, state and series and 6} Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test piss FBC, TAS 20194 ` Trosifelt- I, ltrachar. Clear and Color P 4B Interlay+ers", expiring on 07t1 49. following stag ' Mwani Dade County Product Control Approved'- noted herein. along with marked -up draw rags and installations diagram ofvinyl sliding glass door prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 I W RF-NNEIt 1L of thisNOA shall be considered atter a renewal application has been filed and there has beenno by Fmntratiori Testing Lab, Inc., Test Report N'o. FTL W47. dated 12/04115, signed and 6) Forever Entry Test, per FBC, TAS 202-94 F. ST ATEIME1tiT S change in the appbcablebuAdmgcodenegatnv y afLvtmg l he perfcamance ofthis product. Sealed by Idalzuis Ortega, P_ E. (Test report reed or10211511 along with madded -up drawings and installatiorn diagram of vinyl sliding glass door, prepared 1 _ Statement letter of eonformanc-e with FBC-;n Edition (2014) and FBC- Edition T1r11MRMIN ATION of this NOAwhIl ocher after the expiration dale or if theme has been a revision or change in the 4. Test report on 1) AirInf ftVivn Test. per FBC, TAS 202-94 b Fenestration T Lab, Inc- Test No_FTL 6337 A-1 then A-5 , dated y �� � (� } 01 issued ten nranufactaueer dated 08114117, d & sealed L Miller, P.E_ � �, Y s by � materials, use, andVormamfactureofthe productorproee s- Misuse of this NOA as an endorsement of any product, 2) Uniform Static Air Pressure Test: per FBC- TAS 202-94 12106110, signed and sealed by Jorge A. Cau o, P. E. (Submrrted under 1't1()_4 No. 11- 2_ Statement letter ofno financial interest, dated 04/1&17. issued by manufacturer. signed for sales, advertisishg or,any otte:rpurpvses shall automatically ate -this NOA. Fannie tea comply with any 3 Water Resistance Test, per FBC, TAS 202-94 ) 01 t?7. S9) a'gt sealed by Lyme Millez: P.E. section of this NOA shalibe cause for termiwdionandremovalofNOA 4) Lzp Nssde ImW Test per FBC, TAS 20194 3_ Lettarof lab compliance, part of the above test reports. ADITRTISEMEN'T: The NOAnumberpreceded by the words MamiDade County_ Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. 4LCLTI.ATIONS C. 4. RER Test Proposal No. 17-0387. dated 05�05(17. signed by Ishaq Chanda, P.E. expiration date may be displayed in advertising literatme. If anygortiou of the NOAis displayed, then it sha 11 be 6) Forced Entry Tom, per FBC, TAS 202-94 _ Anchor verification calculations arena ,complying with FBC-2014, N acne in its �. along with marked -up drawings autl insiai�tion diagrarlm ofvirnyl slid grass door, prepared prepared by PGT, dated 12�'O41I5arlsi last . an �l� r15n�, wed noel sea �y G. OTHER NSPECTION: A c of this entire NOA shall beprovided to the user b maau&cmwr or its dismnbators and copy F Y by Fenestration Testing Lab, Inc., Test Report No. FTL $& t. dated 1.10445, signed arum Ant wuy . Miller, P.E. (Subm tfed under?VO-4.Ne.151210.61). 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series c�h o - shall be available for at thejob site at the of theBuil Official- m 3 sealed by Idalmis Ortega, P. E_ (Test reprart revised on 01.04116 and 02111f 16). 2. Glazing complies with ASTME-1300.09. -557012770" Vim-! Slidin Glass Door (Reinforced) - L.M.L". on 04?14,21- g � ) g c`t d This NOA revises & re liners NOM!`0 M20.6.15 and consists of thispage 1 and evidence pages E-1, E-2, E-3, E-4, /In n l., � i � • •t +_' 4i ,,.L � d � � s E-5 & E-6 as well as approval� document mentioned abogv. Ishaq L Clhamb, P.E. Ishaq L eChanda. P.E. � � � �+ f Z I',rf t,_L, Ishaq L tiaada, P.E. Gn f6 m x The submitted documentation was mviewed by Ishaq Z Cbanda, PE. Product Control fait Supervisor Product Control 'Usit Supervisor Product Control Lair Supervisor (a C a NOA No..1-0205.03 NOA ;tic. 21-0205.03 NOA No. _1-820ar.03 NOA No. I1-4105.03 (a o o ~' Expiration Date: April 14, 2026 Expintioa Dare: Aprt la, 2026 Ehcpiratian Date::�pril 14, 20'-6 Expiration Date: :3pril l�l, 2tt26 a, } Approval Date:March 25, 2021 Approval Date: 11arch 25, 2021 Approval Dares X&rck 15, 2021 Approva 1 Date: lurch 2S, 20_1 0 0 Pago 1 E -1 E 2 1-3 a 3 3 � a, u s� a, > c o CU = E Co 0 0 PGT Iadustrhes, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB -MUTED NOTICE OF ACCEPT AINCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUT T ED 2. Evidence Submitted under previous submittal E. MATERL4,L CERTMCATIONS (condunae) 3. New Evidence Submitted 5. Quanex. Part Super Spacer Standard complying with ASIM C518 Tkonal Conductivity A. DRAWINGS 0-981 BTU -in/ hr_-ft--°F, ASTM F 1249 WV TR Pass, ASIM D3985 Oxygen -Pass, AcSIM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev-B. titled Vmyl Sliding Glass Door NOA (Ll1+I),', sheets 2190 I.G. Durability -No Fog -Pass, (Subn4ted unde7' re"tions IN0 4 A& 154409. 05) g P 1, Drawing 1`To.1liD-Sti70.ii Rev B, titled "Vinyl Sliding Glass Door NOA (I.M}". sheets 1 1 threorr 21 of 21, gh wed by nmanufacft= dated 10-105/15 and last revised on through 21 of 21, prepared by manufacturer. dated 10/05/15 and L-tst revised on 0214121_ 04=0, signed and sealed by A_ Lyrm Miller, PEE 6. Quanex Part Duraseai conplymg with ASTM C518 Thermal Conductivity 2-22 BTU -inn signed and sealed by A_ Lynn Milder, P.E- U) hr. ftr-`': ASTM F 1249 VLV R-Pass, ASTM D 1434 Argon Pace -Pass, ASTM E Note: This revision consists replacement of same existing installation serer with flax head- B. TESTS 2189 I_G_ Dumbility-No Fong, AS'IM E 546 Dew point Deve)opnomt 2W in 48 brs. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 (Subrniited under NOA No.15-0409.05). (D 2) Uniform Static Air Pressure Test, Loadingper FBC. TAS 202-9.4 7- Vision Extrusions Ltd_ Parts complying with PVC-AAMA303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 3) fox Rigid Polyvinyl Chloride (PVC) Fxteri�r' Proofiles for Vision Erns,. Ltd= VEX-1 by L None- Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Srebmked under NO.4 Xa 15- 5) Cyclic Wind Pr�hre Loadingper FBC, TAS 203-94 0� 09.05) C. CALCULATIONS along with maimed -up drawings and mstaation diagram of all PGT Industries, Inc_ 8_ Vim Extrusions, Ltd. Parts complying with P"VC-AAMA 303-13_ 1_ Nome 4­0 representative unds .listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. (Subm#F1ed under NO.4 No. 15-0409. 05) D. ai prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9- PVC-AAMA 303-13, Vokntary Specificaticm for Rigid Polyvinyl Chloride (PVC) Exterior QLL4LITY ASSURANCE FTL-7897, PGT M"5520 PVC Fixed Window (m1i 6 in proposal), dated 09,03114 Profiles for Vision Fps, Ltd-­VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Rem (RER). FTL-20-2107.1, PGT SGD780 A>;mimsm Shading Glass Door (unit 7 in proposal) FTL-20- Certification Prate 2107.2, PGT CA740 Ahurn Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.I4 issued to Energi Fenestration Solution, USA, Inc:. for E. 11A.TERLAL CERTMC ATIONS. � 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their `Tan 3040 Sr light shade (non -white) White Ried PVC Exterior Extrusions for I_ Notice of Acceptance No.19-0-0305.02 ivaied toKurara4 Amerka, Inc. fortleir PGT PW7620A Aiuntmum Fixed Window (unit 10 in proposal) dated 07/1320, all signed Windows and Doors7, expiring on 02A)4al. "Trosi#oll, Ultraciear, Clear, and Color PiB Glass interlavers", expiring on 07,08124_ Co 0 and sealed by Idalmis Ortega, P.E_ Il_ Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration. Solution, USA, Inc, for 2. Notice of Acceptance No.17-0808.02 issued toKuraray America, Inc. for their their series Rigid PVC Exterior Extrusions for Windows and Doors", ratpiring on "SentryGlast (Clear and Ignite) Glass Interlavers", expiring oil a7/04f23- � Q C. CAi.CUI,ATIOIIS I. Anchor cakm1ati� FBC 71k 02t2821 3_ Notice ofAtcoeptance No.18-1I0610 issued to Vision Extrusions Lmuited for Havre "Brow O verification and structural analysis, rompl*g with 12_ Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc_ four Coated (Painted or Landna�ted) N%%ite Rigid PVC Exterior Extrusions for Windows Eden (2020), dated 0422'20, pied by rna wfactuuer, signed and sealed by their `Bronze &right shade cap crated 1T►'hite Rigid P�'C Exterior Extrusions for and Doors", g on 09130.24. L.ha. U Anthony P-E_ Lyra es Windows and Doors", expiring on 04i1&25_ 4- Notice ofAceeptarim No_ 18-1106.11 issued to Vision Extrusions Limited for tilcir series g. 2. Glazing complies with ASTM E13e00 t14, -09, -12 and -16. with " VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior D. QUALTIi" ASSURANCE F. STATE1 EENTS Extrusions for Windows and Doors", an 12 /2921. O Miami -Dade Department of R,egtilatoty and Economic Resources (RER). i. Statement letter of conformance to FBC 70' Edition (2020), dated 04{22f?0, fissured by 'S t` maatufactvm. signed and sealed by Anthony Lynn Miller P.E. F. ST ATENFA- E. 61ATERLAL CERTIFICATIONS 2. Statement letter of no financial interest and. -of independent. issued bymantifactuter. dated 1_ Statement letter of conformance to FBC Th Ediewn (2020), dated 02101,21, issued by 1. Notice of Acceptance No.19-03t5.02 issue to Kuratrar America. Inc. fartheir 04118f20_ sighed and sealed by Anthony Lynn 141iller_ P-E_ manufacturet, signed and sealed by Anthony Lyra Miller. P.E. � "Tros3folt Ultraclear, Clear, and Color P% B Glass Inwriacers . cgmnng on 3. Private Labeling Agreement document between PGT. dated 033015 and signed by all 2- Private Labeling Agreement dated 03D821 between. PGT Industries. Inc. and CGI 07108,24. inmlved parties. Windows and Doors Inc_, signed by Dean M. Ruark, F.E., V.P. Engineering. on behalf of U m 2. Notice of Acceptance "No.17-080&02 issued torKuraray America, Inc. fortheir "SenorGlssg both cow. (Clear and White) Oats Interlay erf', expittg on 07iO4i23. G. OTC 3_ Notice of Acceptance No. 18-1106.10 ism to Vision Extrusions Limited for their "Brown 1_ This NOA revises NO.Ai 17-0420.06 (PVTw1CGI) and updates to FBC2020 (7* Edition), G. OTHERS Coated (Painted or Laminated) Rime Rigid PVC Exterior Extrusions expimig 0421121- I_ This NOA revises & renews N0A# 20-0429.05 (PLA w1CGi), expiring 0411426, for Windows and Doors", a on 09130/24. 2_ RER Test proposals #194155 dated 01/10.20 approved by Ishaq I_ Cbauda P.E, expiring 2. The current associated PLA CGI file. #21-4205.0L expiring 04/14a26. O _ � 4. :Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their04114a? 1 seems "1B liflFO Tarn 202 and lighter shades {1Von-Pifiie) Rigid Cellular PVC _ � � r�.�, � , � / , �� w CU 2 � Exterior Extrusions for Windows and Doors . expiring on 12292 L i , / � �M k Q ,GW4A I Ishaq L Chaada, P.E. bhatq I. Chaada, P.E. � z J Ishaq L CImuds, P.E. Product Cool Unit Sweri nor Product Contra Unit sapenisor Z Product Control Unit Sapervi or NOA No, 21-0205.03 NOA No. 21-0:'05.93 Q NOA No. 21-0205.03 Expiratioa Date: April 14,2016 Expiration Dai*: April 14,1026 J Expiration. Date: April 14, 2026 :approval Da tea Alarch U, 2021 Approral Date: hrarch 25, 2021 d Approval Date: March 15, 2021 E -5 E -6 SHEET NO. May 27, 2022 PA la N C/) Ca O U MIAMNQADE MUM]-DADE COUNTY CL 0 � Q O OO • PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC G5 - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 -� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U 4- N 0 a NOTICE OF ACCEPTANCE (NOA) www.miamidade eov/economy O 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 OL a)O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O 0 C Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, t and Prestressed Lintel Deta. 1. Drawing No. FD4612, titled "Precasils", sheet 1 of DrawiNo. FD4612titled "Precast and Prestressed Lintel Details'; sheet 1 of 1Drawing , M C) �. �— (D O prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " co O > W SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled Cast -Crete 4 , 6 & 12 ' Lintel Safe Load Tables , sheets 1 Lintel Safe Load Tables" sheets 1 through 3 of 3, last revision dated 06112114, all -- -0 O O L Q This is being issued under the applicable rules and regulations governing the use construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both g p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. (n i/i Ca 0- R The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control ocu drawings signed and sealed by Craig Parrino, P.E. revision dated M11, 2008, all signed and sealed by Craig Parrino, P. on datedarch �O Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, B. TESTS -C — ( AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1, Calculations for Cast -Crete Lintels, dared pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS sealed by Craig Parrino, P.E. prepared by Craig Parrino, P.E., signed and seab accepted manner, the manufacturer will incur the expense of such testing and the A 4J may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE D 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2- Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1None DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: . . F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002, 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 I Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGSSUBMITTED LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dazed March 24, 2003, last revision dated March 11, 2008. B. TESTS lu RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources RE y ty p f � ry (RER). 1. None. CQ the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MARL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. o This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and :5 C= E-5 as well as approval document mentioned above.Ig/H The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Ma ar, P.E., M.S. Product Control Section Supervisor elmy A. Makar, P.E., M.S. Product Control Section Supervisor elmy A. Makar, P.E., M.S. Product Control Section Supervisor �°° � N a o t o 9 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-063 NOA No. 20-0630.15 Q, L Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 P• 023 Expiration Date: 09/IIR023 Expiration Date: 09/11R023 d E � ..- o ��20 Za Z o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page I E -1 E - 2 E - 3 3 E V 4 Cast -Crete USA, LLC Cast -Crete USA, LLC C? NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS i. None. 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS E MATERIAL CERTIFICATIONS -6 -0 1. None. 1. None. 42) F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08,108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - 0 A. . DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of I` 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 0 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -•--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on U January 22, 2019. =3 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE +, U M 00 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion far a name change. O s' w { C Ielmy A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 —� E-4 E-5 �- SHEET N0. May27, 2022 PA 1.4 I I I T PRODUCT RVALUATION REPORT NO, 20-072R61 2 PRODUCTEVALUATION REPORY• NO, 2047211.01 3 LI EC o INc. TiLLIT TESTING AI ENGINEERING COMPANY 2.2. TESTAEPORTS: A. MATERIAL CHARACTERISTIDS AND_ SPECIFICATIONS: -- _ WATTRR A. TILLIT, JR., P.E. Gltcco@ao).com Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on FLPX3 Luor Nn, 441'r 201, 203 as 1"' r section 1626 of the Florida BuildingCode. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.),. drawing PLCA Lu N.. XK6719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-170. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. T. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tlfteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and LLC. section 1616 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., wood frame structures, 4800 S.W. 51 Street dated 11/03/08 and 03/12/15, signed and sealed by Waiter A. Tillit, Jr., P.E. Davie, Florida33314 1. PURPOSE OF EVALUA-CION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wafter A. Tillh, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 171h,,j 61G20-3, Method 10 of the Florida Department of Business and 4_WND LOADS RESISTANCE: `�P�0,%IIA Probvislonai Regulation. ZO Gage Galvanized Steel Storm Panel has been verified to sustain wind a'` \1� .......' �, = �: •• \,\CENSF rL This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, �--- * 44167 - been verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, %�_ 1's`.--. Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P_E.0.), ?, { 3v STATE OF ,' ° •��;� drawing No. 20.176. %- �i;D,f:••, tOR1.- -, This Product Evaluation Report shall be subject to review and revision In case of INSTALLATION: y'`'asStONAL N�.` A1/ANNHInM"A a Building Cede change that may affect its limitations and conditions 5. Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document D'A( TNILTECO AOMON RECORDS I P. E. REPORT.20 l GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1- PRODUCT EVALUATION DOCUMENT .ED.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL%ORWG#20-176% REPORT 0204728.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU1, indicated sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by 7ifteco, Inc.; signed and sealed by Waiter A. r (P.E.D.), ddrawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part %i ,Jpis Evaluation Report. A. wiIIIIIINI, ��t A: T.. P `,,�P�qE rl(!%r'y� - -•' \CEN �� '`\`�,.� 4, a>:\CENSF 9 1 -`- • No. 44167 -� _0.-44167 ,? =�- _ '_r ,k it -, - = 7% t it i * - I •• ` STATE OF :•T .0,�p.. FjORIOA.es ,(•�j -xT�= ,, I&OY•, tOR10 0*1 a " ,, ,ON �i FSlf 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: 305 871-1530 - �P A'J(y/`11�tl Y� ' 1 ( ) R�"Y 0 ,, Ah' \ /1lNLHNHLE ILI ECQ INc. TILLIT TESTING G ENGINEERING COMPANY - - . WALTL RA. TTLLIT, rR-- r.)w , PROD )CT EVAL P r Lk—N.' cD67 A,TION REPORT CA. .,44L67 }L/:A. L1amN N0.O70a719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida =14 1. PURPOSE OF EVALUATION: 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, 61G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2,1. PRODUCT EVALUATION DOCUMENT (P.E.D.1: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an inte$,�di11�t1;¢iFjJnls Evaluation Report. ; ., �E-�a„_%...14Z; '�.- gam';)\CENSF:'• `�''s5 --.'— Ta`44167 7f/—' •a STATE OF ,'te ' )�X . `tOR10A .•�.�` V 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1„�fAi36t,89i-1 PRODUCT' 1CVAI.I'Al7AN RKPnRT NO. 211-0727.02 2 2.2- TEST REPORTS: Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11tO2 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundc Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E, as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 B110 and 08127/13 (for this revision), signed and sealed by Waiter A.Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 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 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. g f- `\CEN,yj%,.:916 � Naomi 67 s 7�7� * ETks ' •a • STATE OF . Z fi,' li.� • F[OFIVK .-';a4a ri• 101, &'4610NAlIE ,,,`� h/f!I)IIIII14i0l"N Panonc r EV I. IATTON RFgORTN0. 2�727 02 3 5. INSTALLAT ION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 0, MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175. 7 LIMITATIONS AND CONDITIONS OF USE• 7. 1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared byTiReco. Inc. and signed and sealed by Waiter A. TIIIII, 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. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tiflit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). wATL1 0:1 TILTECO ADMON RECORDS I P. E. REPORT.2 GALVANIZED STEEL STORM PANEL \ DRWG # 20-175 -0-. Q) = W N _ (0 V/E>J � •6--A U I_ N O Q Q O a co-0� .� U - t) •� Q ­�o U � ..0C C 0 _ = (y Q Q fD LL- p > -� N Q � Q co _0 .r= U) Q 0! 4 Z Z W J COMPONENTS FOR REGULAR 6t LIFE SAFETY STORM PANELS 1/4, 2/4. 3/4, 4/4. 5/5, 7/5, SEJ3tE8SLl B.3) N CASE TENT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARS ae FOUND Olt THE (SCALE 1/2-1� iW 10, 2W 10, 3W 10, 4W 10, IM a FOR ao GAGE NrN,...._.Ni am8 r RMaLr, EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE 901043 SUCH PANELS. / / / / 6/S I. STORY PANEL SHOWN ON iH15 PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUNICE N ANCHORAGE SHALL BE AS MENTIONED N B.1) AID IN 82). _.-_._ - - _. _- ____ _._.. ____- tS.fa6' (TOTAL trIOTH)-- __ __-_. .. __� __._. _ __ _ _ __-, _ SW/10, 6W/11 & 7W/11 ' _ - a , 4--__-t2a00• (EFFECTIVE WIOTH)- ----- ---- ---- - U.1 aa` rforA. wOM)._ ------------- 1/4•. iAPCON ANCHORS, AS MANUFACTURED BY I TAW SUKOEX. INC ! - - - - - ACCORDANCE wrtH THE 2020 (70, EDITION OF THE FLORIDA BUILdnc CODE (C) TO EXISTING WOOD -- - 6250•— --- Y ANCHORS: POI! CONCRETE SEE SCHEDULE ON A1EtT5 B k 9. 3` MAX .(Of cPFHYr C: �MT/. r1 - 055 YN,I; _ FOR AA WIND LOADS S RE 9E DETERMINED AS PER SECTOR 1620 Df THE ABOVE MENTIONED CODE. -.- MAX---_ -- -' FOR A 'AND SPEED AS REQUIRED 8Y THE JUR601CT ON WHERE THESE SHUTTERS WILL BE WAL ED AND f ___. _.. _ _ . \ _ /t♦-,0 PANEIANTE FEMALE ISO. AND PANEIANTE PLUS ANCCHO:S, AS MINUfACT1RfD BY ELCO CONSTAl1C'TON PROa1Ki5. I --� 1• IDFL FOR W000 SEE SECTIONS ON SHEETS 10 h 1, t• YN. FOR DNECTIONAUTY FACTOR Kd-OAS. USING AM 7-16 AND SHALL NOT EXCEED T'HE MAXMIY (AS.O.) / LAG SCREWS PER N 0.5. 1.3pa , 1.350•-I 1.3)SO' - „ .5W' - .',.500• �' 1♦ �, a > I _W' , h 0.036• YRE THCX 113 ao f'a. � O O O N .n ... oESKRN PR[SSURE RATINGS INDICATED ON SHEETS 7 nHRD 12. T4, 15, ra, 19 a 20. - 7/,d'.. 5/e Wool) BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO11 ''\\ ;; N ORDER TO VERIFY THE ABBE CONDITION. ULTIMATE DESIGN WIO LOADS DETERLIRIEO PER ASCE 7 ,e _ 1 •_ ,.,� ( %Z,IN,• -----� -= 1 GISTY A-em "�1_ D.M.. 2 3 4 +�J� I I " 7-1-1--T--T--T---t--1'---r--r---r--r---I- T - ; -"--'-T--r--1--�- -1--r--r--T- _.T__.._ � SHALL BE faST REDUCED TO ALSO. DESIGN WINO LOADS BY MULTIPLYING THEM BY O.a IN ORDER TO C , AND PA THREADED FEPENMALE "TO WOOD OF TA'CON ANCHORS SHALL BE 1 12• AND 2• FOR ELCO PANELIN7E PLUS 1 OKVNH4FA STEEL FOG£ -rr_- .2 `1 N 7YP. 'I GRADE so T- O + __ _..... _.._ - W COMPARE THESE W/ IHAI. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. I4, ,S, 16, 19 i 20. AI:IO PANE7JtiLE FEMALE ID. �/ 2.a97 0.036' YN. THICK HEMMED,,' I // .fir z.esY Fop pKv. HEMIU- EDGE / i-L�y�) N N ORDER TO VERIFY TINT AN04M ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33S INCREASE N ALLOWABLE C.2) PENETRAMUMTION THREADED PENETtUCCO HALLION OF LAG SCREW. INTO THE WOW FRAME TINT SHALL ED I i 2.000' , )EMMED ` ` E- O PENETRATION KID SNCCO SAKI BE CONSIDERED AS PAR OF 71E FRAME UNIT SMALL PENS TNO D %- , TAP. \ (WAVE wMRM O[Tlla 7- 2.000 \ �K �-� ' I Q \> AJ I STRESS FOR WIND LOADS WAS 5M USED N THEN ANALYSIS. FASTENERS SPACING TO WOOD INS BEEN DEIFRMNED IN EDGE - '`I � �� EDGE((% I I" ___..________ WsO OALY. `I. _____. _L.YaTµ.-____________. r' -aB.3I--1__. -.... _.. .__� ^,.T'I" _ '_ '�L-..._. _-. �1__ ;'` -1 .1__. _.1__-.. C U N FENESTRATION STORM SADEQUACY FOR TESEAG LAB. Me., 1C III REPORTS tNND RESISTANCE HAS BEEN VERIFIED IN AS PROTOCOLS TAS-20 REPORTS TASDAKE� AS 203.CTION 1626 Of SIWULD STUCCO DUST, AND 1 MINIMUM FOR WALLS WITH NO STUCCO. -- _ _ - _ _ _ _ _ _ _ _ _ T -6.350 --- _ _. _- _ ___ TPL _ _ _ _ _ i - _ -. __ ,JD�', - _ . I _ _ 0 ' ""' C m !3. ACCORDANCE WITH NO.S. 1016. C.3) MNMUM EDGE DSTA CE OF LAG SCREWS. INTO WOOD STALL BE AS INDICATED IN THIS DRAWNC �A11 A 4ad 3.50. � 0 O < ABOVE MENTIONED CODE AS PER HURIWAK ENGNEERING & TCSTM INC ASEWEII AS Al1EMCAN TEST LAB OF SOUTH 2032FLORIREPORT t0219.01-OD. AS PER �207, T6A5 202 µD W 96-T30 AND C.4) NIMMUM PENETRATION OF W000 BUSHING SHALL BE a/9•. I/4• .-211 SCREWS USED SEW.% BE 1 ,/2• LONG MINIMUM -1.S-- © o Sio• ©�. ._ _-� --r - .- - __� ' I E N O - TAS MS STANDARDS. C.5) N CASE TINT PRECAST STONE. HM PRECAST CONCRETE PANElS. 57U000 OR WOOD BOARDS BE FT)U/D ON THE DUSTM STORY PANEL END STORM PANEL I 1 1 r Q °: L11 UAW., ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 004M SUCH PANELS. --z 167•-- I i -- ]C 2. ALL KlaOW1M EXTRUSIO6 f0 BE a063-ra NUM AND TEMPER. (UNLESS OTHERWISE NOTED) BEE aHEEr :. AIO4ORAGE SMALL BE As MENTIONED N CA), Cs) . C.4) 'ti,-�. A __ -. - -I -- -) .� � I � 3 � J ALL N,wINL1Y SHEET METAL USED AT C1.owREs SMALL HAVE 31 Oa-HII NAM. r - { Tao - t I I d O- — a1 (0) ANCHORS SHWL RE NSTAI.IlO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S AlAX/FAC.TIURER. ` :.• .250' 2.1aT -1 I I I - I - - - - -- - - - - - W E' E= 4, ALL STEEL SHEET METAL PAWLS SHALL HAVE STRUCTURAL QUALITY SFFII. ASTM A-653 GRADE 50 WaMUN, 0-60 FAAE29 LIO !.W - ..._ R a I 25• -, .7�.,- 1/Y.-M. t/•YEA 12a• �_C-' BOLTED PAffLS W/ 1/N-20K1• I Drf O Q 1 _ .___.. .� - I Y04 b< a. PANELS MAY AIM BE INSTALLED HORRONDILLY FOLLOWING 04STALLATON DETAILS SHOWN ON SECTON 3 THROUGH 10 (SHEETS • - 1.2a0' ,Sep- SERIES GALVANIZED MEL OESWWTION W/FY- 58.5 I. (MET ROLLED). WI HfE1MIfD EDGE ! HEADERSQ&Q) 94AU NOT BE USED .100' 1.125' ;, -I 1,750-- UNBOLTED PANELS - THROUGH 6) EXCEPT SECTOR 241,.3.3 {. J.3 R a 1 . 'SAS. STUD RIVETED TO ARGUE 0 SAS RIND RAFTED S.S. N.S. BOLT . 7/e• K J/32• r S. ALL SCREWS TO BE STAaAFtt STEEL 304 OR 316 A19 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE �' \H•- 40'I L .>m' 2.000' I To 1%YL 0 t .C. I APPLICABLE) A$ (SEE SEC O EA OVERLAP 3 3 ` .Do _ (SEE SECTIONS AS APPLICABLE) 1 T9 N .M DIN 50018 W/ 50 let YIELD STRENGTH AND 90 to TENSILE STRENGTH a SMALL COMPLY W/ FL BUILDING CODE I 1 I ATTACHED TO INSURE PROPER ANCHORAGE TINS SHUTTER SEWL ONLY BE ATTACHED TO CONCRETE. BLOCK OR W000 FPINNE i WJ• _ 1. _1-�._.L I.. _ H_ - L_� —1__ 1- _ :1__. L--L-L j._Lj 7a' 500' 1 1.a00' I .2! � C3 a, 6. BOLTS TO BE ASTM A-3D7 OALVAMZED STEEL OR AS1 304 SERIES STARLESS STEEL WITH 36 bi MINIMUM YIELD `�- L4- 28• BEE ... .- SEE _-- - CpSTRENGTH. 10 EACH REGULAR STORM PANEL WRIT LENGtFiS OKA 8'-e iHaaoGH 12'-4', AS PER SECTORS 6, 8. D & 10 AND KTOINTNES 6w, �0.250' 2.115• �• OETAE , 4. OVEML I ._ -_ Y - r _�.T_ -._T_I (-_r_ -_t EO c" M7 ANCEHORS TO WALL S1WL AS FOLLOWS: 9W k IOW ON SEIEETS5. 6 • 12 RESPECTIVELY: SMALL HAVE A LEGIBLE AND READILY VSERE MARKING NSTRUCTNG OWNER OR - II .}Sp'L.. .125• l .,, y _gTENANT TO SECURE PANELS WITH APPl1GABlE RFINFORCEWENT OWING PERIODS OF HURRICANE WARNINGR a �5'I 'E a - ; 1 7 ` 1 1.. I , � n E a (A) TO EIII POL:_F I DQWA _. 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SIHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUous CONTACT WITH I- - A - _I Iry1 N! 3• M..-----__ ----1.a00'- 1.500' f0 O - 1/4`. TAPCON ANCE4M AS MANUFACTURED BY I.T.W. BULOEX. INC. Un. rc-M22 P.si THE BUILDING TO PREVENT WIND/RAN INTRUSION :3% A•< ( ) ISOMETRIC VIEW DETAIL A 3P - L� - i1 - ,/4' .. 7/B' CAN -IN ANCHORS. AS MANUFACTURED BY DOwLT INc.. (MIN. C<-3000 Pa;.) �-2.000• . 2.000" `-- I-_i_--, 1/•Y . 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POW? SCREW. BOLT A SPECIALTY 00. 12 STORY PANEL INSTALLATION SMNL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY WALDING AND ZONING REGULATIONS ROUNDED CORNER O ENDS OF PANEL'S F a D.M..®•®.®•+ _ -- --- -- _ _ . --- • 1 -- --- -- -- -- -- -- i - - -- '- (MIn. r<-3o00 P...;.) PROVIDED BY THE JURMCTON WHERE PERMIT IS APPLIED TO. END LIP W/ HEMMED EDGE. . . O O O O - 1 1 .2 - t14-10 PANEWATE FEMALE O & PAMELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCMEN PROOLIM (N.T.S) O h' HEADER f`3 U' HEADER (4 � ® ANGLE WITH STUD @ O+© &@, ©ar (INN. H'c-333o P....) 13. (0)THIS FOR A PRODUCT SPEC� EVALUATION i..°DOCUeWHERE TOHE SITECONDITIONS1IONS DEVIATE FROMHIS ENGINEER GENERIC AND DOES NOT PROVIDE RlfafaMT,oN REVERSE STUD v �. 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, -� --. - 1/4-0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRu-FAST CORPORATION (fc-3600 p.-) I. _..._ —t VARIES I. 4Il (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND OSTA.LAT04 INCLUDING LIFE SAFETY OF THIS PRODUCT 1 SEE W. i W/10, 2W/10. 3W/10, 4W/10. �611 /5 A.1) MINIMUM EMBEOMEMI OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4': 2• FOR PANELMA7E FEMALE BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THS DOCUMENT E„__1 1/ia k 2/1• . .]74' j7a' SW 1O, eW 11 A 7W 11 10 AND PANEMALTE PLUS AND 1 1 4' FOR CIF TAP -GRIP ANCHORS. TOP a= .--. .096• 174 'O"" .7a0' I / I / CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY. ( _. 1 --rpm -1 W6 Y' 1611-_• - J10' 125' f I. L -- -J 1 sY-A. 304 SERIES _--__-.-_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a k 9._- __ -_. - _...- A2) CALK -IN ! SOUD-SET ANCHORS SKILL BE EMBEDDED 7/B• MID THE AWED CONCRETE. NO EABEOYENT INTO (<) ,EHS PRODUCT EVALUATION oOCVMENf wILt R OONSIDERED IM'ALxi r MODIFIED. - -.. _ L___.. F -- -yam -I r- -I - SMALL10SCREWSMINIMUMEAST. AGE • ,3 ,/]• 0G No 1` MINIMUM FOR WALLS WITH NO STUCCO. AND ANY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, (d) SITE SPECEIC PROJECTS SNAIL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WMCH WILL BECOME THE - ':--.J , 1671• �--! 1.671' �—� BUT WITH WING NUTS ENGINEER Or RECORD (E OR-) FOR THE PROJECT AND WHO WILL BE Rewomsax FOR THE l—L �• • 1.343" .Oer yy1-a0D•PROPEA3) N CASE TINT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, SNCCO OR WOOD BONED$ BE FOUAO OHN THE P.E.0 RENC�NE R TSMM{LLL SUBMIT TKO THISS LA E SOF RECORD. ATE 5 ECIFIC OOPAAWV40S FA DELEGATED E EEW.NGINECIR TO � ie LOCATI N MOLE AT -:-----. T - ., . , i •i>.,.B�aLS ]d[ � ELEYATION EaSTNC WKL OR FLOOR, ANCHORS SHALL 8E LONG EHW6N TCE RFAOH THE AWN STMJGTUTE BEIRNU SUCH EVERYPANkl aarAP11. T+UAsHurtEP 1N 71JAcAHQw SECT ONE,7A09.9.3 aA Fi Ala: LCO�DEG:AET Lsim ENGINEER Oi RECORD THAT PREPARED T. 7.aoo' S KEY HOLE WASHER .�YW {-w t ��•. ' .oea`.-. ---. _._E i _ _ _.___1 PANELS. ANCHORAGE SEA1L BE AS MENTIONED IN AI) AND IN A.2). (0) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF TIHE PROFESSION AL O r - "I` .�- � N.T.S. EL (e) to /4-::APCO AICAO S 7YAN _�' 1/4• Mo.. car 1/4 r rAvcoN ANc HORS As MANUFACTURED eY I T. w euLDEn. INc.-.0",© /P' . Timis ANGLE ® 8 'F' TRACK FLAT PLATED 2.eY 14'0 .. 4' CAUR-N ANCHORS. AS MANUFACTURED AL pPINC- (MN. I'e-ISOO P..I.) YF. IS' LONG 4 &---. � - y -{ vA'T+c T . ' ww- .1 -- W'LLF� aNA L BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF YNE 0.036' (W,) + •'t' WRN STUD (AEA - I 1/ty K ]/4" SOLID -SET ANClIORS, AS DI57R6UTD 8Y ALL PONTONSCREW. BOLT !SPECIALTY CO. FLORIDA BUIDRRG CODE. GALVANIZED STEEL 344Y - - --- (A9N. f<-tNO P..A ) 114-,0 PANEU"TE FEMALE O AMID PANELATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION THIS O0A1xN/O SMALL ONLY R USED TO I PRODUCTS (INN. tb-20'71 P.e.l.) AMIINI OBTAIN PERMITS N THE STATE a FLOT6LY1 ! - �Q �- 1/r . CF TAP -GRIP ANCHORS. AS MANUFACTIREO BY TRU-FAST CORPORATION „-•�IrFt A. T/ .375•.3B..875 W L063- CEN 4 I/4 t "LL P� ,.. •. ...`/l FLORWA 9UAWNG CODE NI h Y91oc NurrFOar1A ton. L - - ,,^ VAX. CAP - G A• B.1 } MINIMUM EMBEDMENT OF TAI+CON ANCHORS. ELCO PINELWTE$ AND OF TAP -GRIP ANGORA MO THE �\C 1. 37a' '`� _ I.l!• 441 B7 : * {,Q..... .....% BLACK UNR SHALL BE 1 1/4'. �,•' 4Ham,A,aro. c iJ. I ��- 7*: * FLORiDA BUILDING CODE h Wbcn NYE•rkam Zona - ®,� EN FLORIDA BUILDING CODE h VNOD NYrrieorn 2onallo. F YD G1GE CLLVAIp1E0 STEFI STORM PAN0. uAIN a. ) 083 - NCQl IDDi: Of�PA D. STATE ,1aO@a ruRM - Fr mmo YU1= M. I) 8.2) CAtx-N ! SOLD -SET AICIHORS SHALL BE EMBEDDED 7/e• INTO THE CONCRETE BLOCK OAT. NO 7Ac ! 12s_ »,1e73• w1Nc NLlt �)•. 20 tiAGE GALVANIZED STEEL STORY PAMEI, IIrWN N 44167 20 GAGE GALVAt62ED STEEL STORY PAIL awN r, / / _ GLOBAL PROTECTION PRODUCTS, LLC. aT D,J, T HOLE •ram "-- ORS*. i. _ INTO STUCCO SIALI SE PERMITTED. 1 4• -20 SCREWS USED SHALL BE 1 i 2• LONG MINIMUM SHOO '�,N r- . • �, EXIST, AND 1' MINIMUM FOR WALLS Ylfill tO SNCCO. _ 0A1[ -. - E1!•FALL I ® EC'S, y� x�� 97/76/syP P a'. S%TAtiT r _ ._. �L EC Ire. SooLr5,srKLF z.000'- SGKA,AALLp11~ IA_ GLOBAL F6 CT3l ON�•�'•• 'R`OR -'-• 'I �. n. r ,.. ,. .�,., WiWOa n al « RgIF. (-7sUR. Fac' (W)Hs-6'.T 20-176 O r W N - AT PANEL tQ ' 46Po ar. 61 PRDDUV IJ, LLC. MPE: ti, IL E C O IrG. * ATE : s< L E C O Ere. GLOBAL PROTECTION PRODUCTS LLC. oF�R, S�,� ... aNE en.,sa /w m-w, B 2 X7 X L E - _ NAME. R 'I' 4a0O ar. et s11 nT FS �� Owalp b NTBW4ATNWlx. RE WING GUI w/aIT V" Li K/ 20-t 76 O ORi • ONAL FL 3XII. -%9 S% ' • • • •c fJ.-ppp97,. ALUMINUM ANGLE NDIIIXDIIC rAaMut N AODI110NAL ar L v aa, % OOr4 w 9- PHH01E: fw)m-Pia. FAX (t64)1Sa-e»7 .<`^• 4,dLrJ �., Me, 1K.. — eeRl A wr NMIC� (w)mme-law FAR M4)Ww w 20-176 QNAAMME T• �rz 'MLEI A o" .M.. PE W ,f-W '''RAN A� 41, ) - a m , a III 7 / ..�,N . W. ,(HIVE a-,M, �O Me CS •' tRG m-fr _ : QW0 a -IMF _ _ ' /6-Hq7/SY WCMIt (SMNR251 CA-0a06F19 eiell Were.. r a r ,S N • rJ.•000Ifn r.... r M 011MNc Nr Sim ON NICKEL PLAYED STEEL). N•L1E11 A TURF i- PE - fIQY , r M / 1WAIWN A %,ill a.. ►.E -,1-W - aril ] A r E CO.cam 10C.001 rE EA. REDWRM !rWeCe Y-W 1 O16,K _I PLI D i ; Pou - EA. RFXARIED CONCRETE BLOCK INSTALLATION DETAILS FOR REGULAR PANELSQ) & CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES rAnCN.K ArACWa INCHOULE ON co.vom ANCEKXW a(MEETs a TIMAKE, a) ism =1011,11: ON SHEETS 9 TAROLKIN 9) :^_ -E.D. CONCRETE ANalDI6 V P=tffj) Dp[EA I ,mmoug" 6) CLOIDRETE OIAIO.XISTING POURED " L pa" --,I• YN- b, I ,,,,,,,,,,,,A,, " , Ayr U=T�,\,.11111�n -.0 IUWe1r" {{-- 1 1 i )__ 1 2- � I .. ` 1 - --.-' i OOS'TIM. H,pLIIED E-0 I- , , g ED1 oM 0r'1 1 17 1 IN�,,, (8YI CONpE.TE REO W.5 -- ® i 11 : 14W. '_�, 1 iFPAAl 9040 1 f� a I .Al,..``' \.. ` I tt 1/Y OG 1 1 E I� I' 9Y1a i sM 104m" 1 ,SIM .> I I I 1 AK a4T 9 ' I--�E 1M. 1We, iar- i n l _ i_ il"I A a�xeN.. 1 O ) TO — I I M I 1- -7-- 06WWe-_-J a ir y i H 9 oAWe H F � Ji 8 i ! - I 1 N i i I 1 1 1 =o. 1 I S 1 1 a.A H I I \i -1. 1 _ MIa \ \ I 7� A 1 - I OWN' sIa ILCE g 1 12 ,/N• Da T - If f6 GAR • 3 I ONd. 1 r EIIbTNO POURF& I EXISTING PWRED L0. 1 Eon ale • 1 i _ 1 IIONCJEfE ROOK - ------ ' CONCRETE OR 1 ,t ,/1• ac r CONCRETE CONCRETE BLOCK I/2• REOUPED. ,/2 CONaMTE ANCHORS � REQUIRED,. 11' --13/A _ T CONCRETE AM CHM L^{_o. - STAL'OIMr/ SRIO'®ce,t We Oe,.L Lin. E (Sa SCEEDNE 0. BEETS a THROUGH 9) �r5 H THROUGH a) 4 WALE3 T41002 MOUNTING SEC 3/6.1• ] I 1 a amu1 1 ll i 9RWr 7 tp• er f1 E -w3/4 3. .}_. _.ED.. ___. . �N�sC NrCHO1S (SFL 9CNEpIAt ON BEER a TNRp9R e) SCALE 3/6-1• CdRO:,E ANCHORS (SEE SOEDUE OH-... T.ELTS I THROUGH 9) I 1' M I-J ". ONA Pw' ac CONaE1E NICEKRS T n,m (SEE 9OEDUlt OI-- \ c-t aKi i ' aC IM Ens a ImmoucN9))AFAR AMR Nit SCALE 3/6-1• SGLE 3/a-t' E.O. - EDGE DISTANCE (SEE SCHEDULE E SHEETS e 4 e 17== gEL-L1dA5: CAM BF COMBINED IN ANY WAY TO SUIT ANY K INSTALLATION. I . • . B • : : _ :, PVVELSO & J%` END CLDSIANS QUAILS FOR INSTALLATION IN i6..;,76 C6.L!:1:11 'la: " a : 6 a ► : B : a ► :. 6 . : a6.1,l:1i11 w.e!, B.. „6.6•t } :.. _ r FOR c?S I 4 .11 1:L, 7N1:. .L2 7I-'!iM 1 i O 1 1 i I 1 I 1 . -r'Via. III._ aw i IVII M',rN" I.,41AM. i i I O C.D.I oAe I 4)1 I 1 1 I I CONCRETE - I CO/OitE7E BLOCK 1 I I --O 1 REouHRED. 1 1 1 I H L_._ " _..___ Mai__._ ,KaH.p I� I --_t I 1 aA6. �, I I RIINI a04311 . il"�RavArllaN I I H I n , 1 I - O 1 1 1 I H 1 7r/rp,. I I Alp I InIN, 1/f' a . , -, .,. I Comic POURED ED. 1 i I RCOMORM ED alOFx _. J 1 j EX6TIG POURED EG. ®__. 1 1 CONCRETE ROCK "I 1 RIO IROD I 1/2' 1---- �,R E• CAUL-N OR MIIELYA11 . / -4� _T , `(1/4�` NIWe �r 9• -- PLUS % CONCRETE ACNGIO ;. - ---0 ^-H• -- (S¢ BCIEDIAE d SHEETS 0 A 9)D'I �,�I�V \ SEEER 6 TWOUG+ 9) j �IIE WALE 3/B-t3/B-t- SCALE 3/6-,• --=EXISTING IF NEW ,' WIDE . VARIES . 1/8'.. E.O. - EDGE DISTANCE TABE Oft ALUM TUN 1• . (SEE SCHEDULE ON . COSTING STUCCO/ P.T. WOOD PLATE SPACER .t SHEETS a a 9) ---� a" I j 11 r NEW I• WIDE . VANES . t/a• I NOTE FOR COUSNAIM OF N.W. TUBE OR 1' . WINES /� N._ I...e.T. WOOD PLATE SPACER I KNM TRAM �: I TOP k BOTTOM MOUNTINGS 6 <` ) CST[ AHOgWe % I COMBINED IN ANY WAY TO INSTALLATION. d - • • (YHEflu a n6OtAHM r1, / 1 t C."L .—=N"M AOWIa—. -- -- w. WWmI IPNNN . r. i�:' E. CM ap"M1 1 1�3. 1An. a>NcaETe Roca :, m1K IgIIG F0f'IT,wW` ON sew a . a) 3 Ya.. REou1RED. ,rats HErR. _ 4411 SECTION X-X 1 * SCALE 3/6-1• 2 DETAIL FOR SPACERS iIEED OUIRAT TOP OR T �'•. S TE 01 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS y'2A'•• R)Dr .WI aWesv'rw I w,IW _ +1 v-v -- �. •.c � --m-T t � Q Fries` .-jr.-' I ; e= Hwtsia :.l R a*. f Irr ."- - -f O.R. Wi Ia[ D 8 NA& 11 �r- --�=--J ��EpiL OtAEL T r rI AIr CASE 8 (PLAN) _I 1/r:- SCAT 3/16-1• �:� I � � w al,gpTy nHa[ -4-4 ", Mr i 4IKK[ IWW.. Oc �.. Teew• I r . r - r.• ,M INo-lr /•-N p . r . . Ir f,�M� \ nN• w A . N-. W` lrm mIiPOF, aeWelt S��c��� HWeHWe>o SK .N�IIF scNE 3/Ia-r o Wuel - Q&&4 I an Q"_—a.,, ....:q IrOwa p�>IeaMt � �, � �, � _� �, - �� ��, � - " � �,_,, " � � .'- � � i , i - - - - - 4 & &a lit •.(D ,.®M® �.Ar. oF9HA1AN lei K MR 1fNR,' FMF . .Iris pC Rd'lIO'I Wrl Ke4'" Qa®11 (P4 STALE 3/1M,• c_c_cr1ONs; sATNANY "$)srA1��("I E 3/1a-r FLORIDA INSTALLATION DETAILS FOR REGULAR PANELS Q) do 11A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -------- ANCHORS: FOR CONCRETE SEE SCHEDULE DN SHEET D______ _ _WIREDCOMfM TE ea4cla.TE CDNLSiEM FOR WOOD SEE SECTIONS ON SHEEP t2 3• FE N,OCK OR CONCRETE BLOCK df MNG¢TE ROCK J• AHar. 26Y 11-1 REQUIRED CONCRETE ANCHORS REQUIRED �� REQUIRED AANOHaWa 1, M, (MEL ROW_-1 WHOLE VALLEY') 4 I, q ql$ fawn , Mn. ._..�cEeDur ON —=aG1E0UlE oN , ----(SSE SUIFDIRE oK , LIIL 'L 1�a SHEET 9) SHEET 9) ___ --- _ i� 1 C_ �` C_ 11 1 11 1 - ItI 11 D \ i ' ' I OF 1' ED. I 1 I E7=_ _A'1 _ _ _ _ _ _ MAX -IN J.:.� `--• •:\: ' \l. •;: �� . I I ,S/a6•.60Ln r/ : I _ R 1 . I ;. >� ..: 1 _ 1 I W9M6 Hirt /ton I - I- j 9 I - �M� I t - tvaRapWtTN ,e .o. ) I.. to.oam W 1 I I aid RUAP , 0 f) t .i_ t I y _ -Pga�- i �i 1- s'aWeUE p, >gWeulOa, o - 1 r :,' 1 1 RR�� .r- -i.1 I� L I - � -- ,. . - I,/•Y-➢an $ It/4Y-ffi,• :1.. r 11/aa-AL'. I I I OL t• Jy, j` )u sotT���t- - - ---- Iss � I _. _. _. ° i7a -- a i i 1 . . - M: 7 I- - _ _I MB . FAOH l-- _ I `rilq rut • ,�- ) I 1' _ • I 1 HD1E16M. IplpEp INi1.M. I 1 '�, I I -.Y,_- - ti_ -- :�� L - `rt:--_ I i I 1 1 1 1 -- v r r--- - r r 1 R 1 — 1 r5 I I 1 1 a 501E I 4 a. 14 aL #wu ,I Wa.`. S01 OF V aAax -1 50% -3' M°.. ._ D.Y..0a® WQ Wa t MN. f-'10 1, °au�-t ' MAX I• Yin. 4 ,.; j, - ' T-®�,(}.j;/, - W% -.- _ ANCt10R5: FOR CONCRETE SEE SCHEDULE ON SHEET 9-___ _. .. MAXX -13 -� FOR wapo BEE SECTIONS ON SHEET 12 EL ',�. ms' E . ' E.D. ����P�E���EMA�N ERN - r If ' - _. _ SCALE 3/JY� ,/x•u _v T , . 2.6T i tM.. I -1 a 12 12(MS/04C S.S. BOLT 1 %--- ----L. 1 (Alt OwiM� 1 YalaE 1NALt[1) // 1 4 MAIL. GAP I_..* ,. Tt/ 7/a'.3/32' WNtG NUT ---- - _ --_. —_-- ---:-� ANCHORS - _ - _. _ _.... .. _ _ __?iiiiii__. I CONCRETE .l:OINCRETIE Al1O1016 SOGDun CONCRETE ANCHORS BELT 9 ON 1/4' MAl(. ,� SE 9) (SEE 9aHmN[ ON ��N��lT�.) SHEET q .__ SHEET a E SCHEDLAUE ON _ POIIREp CONCUETE 01R _�NxRLOCKE OR i[ a` O' - REQUIRED BLOCK SCALE 3/32'-I• loaf REOUa6D DIRECT AM RrouaNm sr.ME 3/6.1 SCALE 3/8-1• 9OV•E ,US IL. 11 E.D. - EDGE DISTANCE NQ]E FOR COI@96i.Tid4 OF SEL'TIOlS: (SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN IR SHEET 9) COMBINED IN ANY WAY TO SUIT ANY NSTAI.IATION. / eta W CD v / CC 0 L CL 0 0 0 Q_ Cn CC W M Q Z Z Q J d SHEET NO. SH 1.0, _I ___ i __ ®��o]/M 1 �6,w . I IS 1 , I I [GO[ wwFAa1R0 j •.Dw LYD I I 1 I ,•_- 1 ! I / 1 I I'O.ID LpuI1E 'i'^\ E U INSURED a•E 9almlAi '` --- Hw 3mzn a ♦ N �J -,_ WALL AND FLOOR MOUNTING INSTALLATION FOR "°" M1i4ala&' R�MN SPLIT PANELS' ` _x. eoNOEn wM1pet 6t>a 9LTmu2 w �\ =•i 2 L e (p3-»r+arl i C (M. iw 4 IO,TaN) l t' fTM ,w . 6D"W -- - - - - ' / MWl3N / r rA IMIAlAM ` - - I ; 2' Y, LDI/4•F Rwu e,An I � � ri 1• ,• B meD, a Nw. 2 2 am or SKI. c MAL I 1• 1• - MKDOE w OUw �: A. 51ROO,./ 2 Ile I � Bl'or. wom IS. IF APPLRAKE�-..MR, E.D. - } _ _ •-_� ruse Gaol I 1 --- 1 Sru - c. 1 4 1• A 1 / 1/4' 1»A. ) 9/,w IAPODN A .. 9 RSY W 2 ss .-. • r Gt YI' RUSS CK OR mHmrt 3 MA AWI 2.. I AAw (Mou-» N AL. > (TiR lw A, e0MM ml Y ' ESONfi{,- IeIE w MULLION ION SCHMI r AMMRY N f.E».aD I�10N1M IAl4�-r Yi F/NITS GF ♦ffi0 N/. _P�RnWI[ ,GYM �BBQI,OK6• ,. ]. PAPA. 1CFI sPArl (R.) • RFE MULL Mb,-- -- TLIK NIAl10N > 4'-G' TOa'-Ir Y . 4• . Ile > 5'-e' ro SI'-10' 2' , 5• . 1/e•. . 4'. 1/4* • Ww MTROA +'�T1A.�0'�•/.,5-72.0 .P.e P11E5SlRE RAiWG SECTION 1 • IMYi 'LEA ro TMStENCNI. L1REx Oo SCALE "'.w. NOTE: MULLION CAN ALSO K INSTALlEO B/0 STORM PANELS ON TOP OR BOTTOM SO THAT IT 6 LOG7ED AT TOP OR BOTmtI OR OPDINI. (ONE PANEL OPENING B/ TUBE TOP 4: BOTTOM) ReSTALLAIM - ALTERNATNE I W SCALE: 1/4- - I - R■TALLATi I N - ALTERNATIVE 2W SCALE: Ile - I' )IOTIES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO V-S". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR COMBINATION OF SECTIONS: TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 ��1/ �_-�� run,•pW a7emluaNe amtO 1: IO'�IOR1 a 00M MMdpp6�.�/SI I lNe 1 2 1 I me 1 .I.- . i 1 11 �1171�fi1Tll 2 1 Try® - - ®/Y 1• i \ �... MIMIw WAR • au .Auw 1 1 � SECTION Y-YY-Y \ ���Y PANEL SORE 1/, SCALE I/r-1• FLORIDA BUILDING CODE CEWNG t FLOOR MOLNTING WALL ! FLOOR YOLRITWG INSTALLATION - ALTERNATIVE AW INSTALLATIONS - LLTERNATNE SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE. t/4' . 1• A.S.D. DESIGN PRESSURE RATING) SCALE: 7/4- 1- FLOOR- VOWING INSTALS ATtOl1 -SECTION AAW SCALE:- 1/4• - I - CONCRETE ANCHORS CONCRETE ANCHORS POP CONCRETE ANCHORS,' BE[ SCHEDULE ON SHEET 14; S (SEE C IA" w SHEET l4)� �` (SEE ON SMELT 14) �i rw YDOp SOE.W EEE WL'1ON1 ON SHUT ,• T, p TW/TS - POUREDcaHrLETE J 1•Au' 1/4 2/4, 21t/4, 3/4 OR 4/4 1, 2 # 1W/15 r MM -\ -1 .5w, 0, DIM DIM CONCRETEF-4 `°Norm W ,` \ I I I 11(lT TTT, Tll _ {. �S�E G D7D PMELj (m,EEMMw [1( mipw PN 6J 6NIpAw too PANEL.) 111 I`0" Ip s 0� RRa IP°P W MAN "°" f0Y 11 '.. :12 )/a a :Iw SM 0 1/2- O.0 9'DIGU9 .PR� EypC� °.0 i T 1 'Olc]CALK sLYwTr's"b/rcrAx q nro •(NEE t DIM. 1/t4) (1Ec CET. 2/l4) rJ _ _ �.. - _ -- .. ---.-.'" -fl-tum -- - - - _. - E E-- (ALTERNAVE I At ETD wms) 717/ / . �; , cm OnHS t/1. a (/I,IO.HAiL IDCNON CRI15I M DD .Ins) FLEE IETNS ,/,. �j BLOCK WALL I /4, 2/4„ 21/4, 3/4 at 4/4 1, 2; a yW/15 1, 2 3 1W/15 ALTERNATE LOCATION J ON In SAFETY PANEL L. C10t AREA B/kc, In _ PANELS _(NEE NOTE 1BELON) CLr - __ ...-_ •... ... REGULAR W/ OR - _.._ELOCA)bp7Y W/O REf.RAAR TRACKS (SEE NOTE t -e. CONCRETE ANCHORS (�' -"� i! ,.:�:iii' / /� �: / OOpr g�AE FLU) S6EETIO BEIAW) a LAST PANES. TO K INSTALLED AS CAFE S'VFETY STORY PNpE�i OPFl111N0 SdMi KUTE SHEET ,aj POOLED CONCRITE! 4REDcm FW NLATbNREK PD t•- TO w REMOVED FROM INSIDE CONCRETE ANCHORS SCHEDULE ON or SSTRUUCTURE� faT --�° ELEVATION WALL MOUNTING INSTALLAT O wALL AND FLOOR MOUNTING INSTALLAn SCALE 3/32•.1• - SECTION i SCALE: 3/8' - T• - SECTION 2 WALE: 3/8' - 1 rtn lw aAP ®®01 1 ' 1/4- NOTES ON LIM SAFETY STORY PAWL SYSTEM NSTALIATON SAP t. LIFE SAM STORM PANEL CAN SE I.DrATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS NY INTERIOR PANEL (APANEL LOCATION IN BEIWEEN END PANELS).1 B i!F FaODD PNhF1s. GETpsWE 1.oaAa LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADAACENT TO REGULAR PANELS (W/ OR W/0 REGULAR TRACKS.) r [AO PAMFI.S HI NOfE 1) ?. LIE SAFELY PANEL CONSISTS OF 0.039• GALVANIZED STEEL STORM PANEL. AS PER l•AMINNENTEALNI SHEET 2 OF DRAWING. SECTION 8-8 SCALE 3/32'-1' THIS PMEL ITSELF TO K REMOVED OR INSTALLED FROM THE ASIDE OF STRUCTURE. 3. CAFE SAFETY REOWRES TOP TRACK TO BE COMPONENT (D& BOTTOM TRACK TO 8E COIN ®A4 PER SHEET z of THIS DRAWING. •A•'WpNTit ,`{(,�....... COMPONrtM 4iY S N15TALAED wAl1 OR FLOOR MOUNTED FOLLOWING SECTIONS I a 2 ON THIS SHEET, AS WELL AS DETAILS 1 a 2 ON SHEET 14. eY (l•EN� • 4. Yin. LENGTH FOR COMPONENT IS 15'. J �. ' Mw, ANCHOR SPACING FOR COMPONENT 0 ANCHORAGE AT BOTTOM IS GIVEN ON 2 SCNEDLILES a 2. SHEET 14. b COMPONENT MAY K PERMANENT OR REMOVABLE. =Q ATf s. SEE DETAILS FOR INSTALLATION RlTO wooD FRAME BUILDINGS ON SHEET 15. ';A'3'OF 6. SEE SHEET 4 FOR DETAE APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF AT TRACKS BEYOND TO STUCCO/WOOD BANDS. .,• iy,FSj` OR 0NI SPACERS INSTALLED ADJACENT AND ll oN, MAXIMUM A.S.D. DESIGN PRESSURE RATING (pl.s,f.) AND CORRESPONDING MAXIMUM PANEL LENGTH »L• SCHEDULE nN,n eWav rem 6MAs,,>(6 a(] RIerMH tIM1A Ae e473 tl pmwomu I "A l (P+I.1 U... 1F716TN (KEL R. W,AA1 10 CI Wyq 00110RgN yP{� u 7p �'�p� / 160 or CO�IRMBKN .36A -711.0 7'-V OR U35 2 1/4• LaIBam i NNW 5« 7 .33A -72.0 37-r TO 9'-r WA. 2 3/4' Lgoml D I ,URII a a 7 .56D. -72D aV_r To 11'-Y Me, 2 1/2• ' ••�� +�+ 6 443.0. -48.0 12'-4' w LL. 1 3 ,/2• • AT O�,iDS ,111 a 9 « 10 • SOLTD) ./ 1/4'0-2011' 33. N5. a Mao AT 01~ AN YdtLCM OF PANEL RAMS) ONLY FOR PANELS Me Q NSYILATIONS AS PER SECIIDNS I IHRU 7- ON SLEETS A A S1 MAXIMUM &LO. DEmWI PRESSRE WT.O (P.+J Wm,M NKHM foams FOR E.D. - 3 1/Y - TO 9ECi APPUtlRA/ t VSNnsN AMY wCOTHEM WYYN rNYl tDICM 1' (R) TAF'coN cr IMP -GRIP a" IN PANS AKIE FEMALE • AMBIANCE KUS ro COIrJET[ OONHOEI[ aaCN ro C0+1GE1E MIICRLre BI= ro CONGER YOCR KOM m COCRE1[ BtDCa CMOCK ro /aIIOEtE COHIDEre BLDw r N/A WA R/A r WA 4 ,ANAL 4' ✓ (HOP) •• r N/A R/A r r 6• IT, 6• /• 1 (WTMM) S' WA N/A R/A e• WA •' N/A 6• N/A 2 (IUM r N/A N/A WA •' N/A b• N/A 3' N/A 2 (BOTTOM) .56.5. -7E0 r N/A WA N/A r N/A •• WA 6• WA J! 4 (TOP) r-a' w LESS Olt LESS r r WA WA 6' 6• r r r 6• 3 (BOTTOM) 6• M/A WA N/A r WA 4- N/A r N/A I (,OP) r S' WA WA r 6' 6' •' •' •' 4 a 7 (BOTTOM) N/A K/A 12 1/2- a 1/.- 121/2- 0 1/4• 6 1/4• a I/r 6 ,/.• a I/4• SEE NISM tG a I I FOR mom TWE a 9PNM' s MR PBONUIId6 NISI WOm "Va a1Rpq. MINIMUM ANCHOR S►ACIMIS AID M IMAH EDGE DISTANCE AN INDICATED ON THIS SOIm1AL FOR ED. LEES THAN PDCATED ON SCHEDULE ,/DUCE ANCHOR SPAMM BY WXVLYms NUING SRORM w SCHEDULE •Y WIC FOU MW VICTORS, MR DO wE1WDN TO K POSSIBLE REDUCED WWMD dW= Up1° FACTOR 9MLL NDT K U8s THAN 11S»RN SPACING mwOATED FOR D N ANCHOR TYPE AT A.emu LVW O. #mom TAR �/4'. _ ..WDON .__ 1/1'. rr s-s 1/r. 1/4'. 1/r. 1/4•. _ -HaA-m nno-v IPA amuaf NYOD ON 3 3 1 3 3 ,/2 3 "w.I.mA1m. tl.m.r W 3 3 3 3 f 3 1/3 Bt I�X ONr.N 9a0 OU 3 3 3 Try 3 ,ry 4 3 1/2 IVBA LL elver Mwo INDISI „jr Y JO - I - I AN o.N 1/1: pimasrysa i s6i/a4Ou L ro I PANEL USSTHIS UP TO S'-0' AID 6 Ile O.C. MR IDDT14 w ro r-r Mw an e14-,0 - - i' PANSI INOT FEMALE D 00 P012AWE PLUS • 12 1 • O. C. WITH 1 1/2- MK TKMAM LION ro HEADS FOR ALL LDLTIG LP r-•• Mw. I EO roc - I _ ( I 1/4' La A SX LOW SWISS BUSHING ./ 1/4,.-204' SA Y.S. • 6 1/4• aG. 1 FOR PANEL LDOMS UP TOS.-r AND 6 1/r O.C. FOR IDDIM LIPro W Yw rw 1AIM w It4-10 AYE3WE FEMALE D w "CAN"jl PAMCIMTE PLUS IS 1/2' 0. _ WITH t TNW-40 D PORTWTION AT 3b6YDn1 OFSIM760 6. PLATE FOR u AIDIOMS Le to SI Mw SCALE 3/8-1' INSTALLATION DETAILS FOR REGULAR PANELS to INTO EXISTING WOOD STRUCTURES I 1/4 V �fODIi • r O.0 1V it t I N'tO1.D BOCO w1DOL 1% �-I._-l'%J�P�•VrT/R�M•ni0 EO7 .. : 1 try• r•- 14R b,C _ - 1 ED j'Rio it 7 a EQ AEanm I _ AROUND:` i 1 1 ALTERNATIVE 1W ALTERNATNE 2W SCALE 3/8-1- SCALE 3/8-1• 1 S1,q SfIL SCHDIAE w SHUT a FOR FMK, !SEPARATION I Tool,m. 1 EO( ( - I DO 4:.. I Eol- .Il L1R EG i., EQ m PAR r 1ISP• Ii .aM ,,,aT YJ ! #ro,= 4 r.L WDMRBIT' r° �>".wr oa . ALTERNAME V A TERNATNE LW 2 .4• PLATE • 4D.MN w NMC SCALE 3/8-1• SOME 3/8-1- REOUMIFD II' .IYI IT MANS Y}Y IYKAi 1 ATIAMI NOTE�'�SIDBn� 1l mftE 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-8' 2. FOR NEW WOOD FRAME CONSTRUCTOR: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL ((GTE FOR COM8INATON �' SECTIONS TOP k BOTTOM MOUNTINGS CAN BE COMBWD IN ANY WAY TO SUIT ANY INSTALLATION. END STUDS D EVERY OVERLAP ,2 1/2' D.C.) HOLD PANEL A.S.D.SIDE SEE INTS)CAl PANEL \-END PAWL OR DIRECT MOUNT ANCHOR ANCHOR SPACING SPACING MAXIMUM AND ^ S) FOR INSTALLATIONS Ll�•L • CORRESPONDING MAXIMUM �1 •L •ESCHEDULEe STRUCTURES SCHEDUlf 1 1 QW1 WALL MOUNT CONDITIONS TOP At BOTTOM W/ EA - 3 llr__* 1 1 8 AT ALTERNATE LOCATION 8 1 STUDS w EVERY OVERLAP 402 1/2 0. G) HOLD P 5/8' 1An (CASE 1)- ]''T 0 1 I I r I (. 1/4• �: SEE i 1 III INTTAOR PANEL END PANEL OR B SCIEIA DE S>RDSfE LLE +' -3'- In FOR 02 FOR 1--3•_� Me.. ANCHOR MCA. ANCHOR SPACING SPACING 1'-3' Mln. DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE:- 3/1r - 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s•f.) AND CORRESPONDING MAXIMUM PANEL LENGTH wLw SCHEDULE (APPLE AINc ONLY TO vcTleMK I At 2 - n FOR rtF SA STOW PANEL 1_1- MAXOMIUM &SA MAT T VPC N OF VJ-W UU-m PROCLAIM R3NM 0 MKUME AM Kftr.# o atb TW INN YVWW PA/EL IE11GM l• (n.) m et To COMORM � c ECONCRETE BLOCK TIC BID" CONCRETEBLOCK lmwmm 8' N/A N/A N/A 9' N/A B' N/A B' N/A 1 a 2 (TOP) 53.0. -72.0 p• 7• B• 9' 9' e' 9' 9' 9- r I (BOTTOM) 5'-0OR LESS 6' N/A N/A N/A IS. N/A 6' N/A 6• N/A I a 2 (TOP) +55.0 -73.0 9. S. 9• r 9' 7 1/2• 9• 9- 9' 9' 1 (BOTTOM) 5'-0' TO Y-6' +55.0 -72.0 r N/A N/A N/A 6' N/A a N/A 6 N/A a 2 (TOP) 7'-61 TO 9' 4• y IS. III. 6' a' 6• a' a' 1 (BOTTOM) MHWM AST. »SON P,EsfARE 11M .AY. 1 RIND. 6/V wnw EDP w AIYO IWE 3 mw IS IA. nOM w w' PAYE) APPLICABLE TO SECTIONS IT IS Comem ATIo MAXIMUM PANEL LENGTH 'L• W) - To To - OF THEM .49.2 -61.5 3• 3• 4 1/2• 4 1/2• 2 (BOTTOM) 7'-6' OR LESS -52.8 -66.0 3- 3' a' 4' 2 (BOTTOM) 7'-8' OR LESS +55.0 -72.0 2 1/2- 2 1/2- 4' 3 1/2- 2 (BOTTOM) r-s- OR LESS +SS.O -72.0 2 1/2' 2 1/2' 1 N/A N/A 2 (BOTTOM) 7'-6' TO 8'-0' +55.0 -72.0 N/A N/A 3' 3• 2 (BOTTOM) No.44167 HnI4rJY AWA ,AYH FAf9SIS,.1)ItlwA Mw PAIY IJDIOM nei EE+Wm) MOAN fWA,OD. n yr PAIR COae1n, V4- SU SECT 15 FOR M/ODRS TYPE a SPACING FOR al9VilAiDNE INTO WOO° FRAME S LDRIS MISWM ANCHOR WACINGS MID MMM EDGE DWAVM AN 60"ISa ON THIS SOEDILL TTMt E.D. HISS THAN S IK AI[D ON SCA,EDt.RE AMU AND" WRONG BT MIATVLYM SNCND BMW ON SCHEME BY THE TOLIDrNO FACTpE, FOR DPI WEIRON ro BE POSSIBLE, ,ECHOED MAOMG OBTAINED DOSING FACTOR SHALL NOT K LESS THAN MINIMUMSopND MCL'A1ED FOR EACH ANCHOR TYPE O ANCHORS LEGEND. ANUM 1WK IN, 1/4'SI 1/4. Ile. ,/r. _ WON w PAPA � 0 1WOmW aNK-M Be, now Now" A) 3 3 ] 3 2 1/2 = LA,iy as 3 3 3 try 3 try AML 99 om womm wcm /y ] lff r 3 'IrDC SO Y m - 13. CODE _MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS 1) A a INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ow FOR Pmas eat &B6TALLATIoNS AS PER SECTIONS t rm to, ON SHEETS 4, 6 a a) ANCHOR I,N/INN o"Ep A T ` FLORIDA / BUILDING CODE NI V.loc NU core Zona i' N0. d i6T * ; o3Mo ,AtBCO, me. 20 GAGE GALVANIZED STEEL STORY PANEL FP' Dow f$O FT - ( `�, J GLOBAL PROTECTION PRODUCTS, Ll.C. Q1/DWI: b°`: IL E C O INC. ...(• (6* e� y4iPA�S/O '� ' � .1m S... a, GREET i AA: 20-176 NV ttl R: s rRRM .,sP, n anm ORD n1-1.S-1Pn mDNL (u.)ep 7s Om )@mL-SM aRA•o Kc lN4AN , S6W/MWn$W,/DAW CA-OOM7,S w- '»LIEN A 14M Jr.. FL �M. 4.I 1T,n 1a1 IES 31Qf S w 1I 11A1S,M AMONGI6 YAG10 ID, ED. - 3 1/2' •• A.S.D. OEfCII TAPCDN 1X TAP-wW OMIN-m PMIQlM7E FEMALE D PMEL3Mrt Puss SOLD BET APPUClBLf ro sEtIT01K r « MARMHN FMIIQ PRESSURE IMmID (DUAL./.) ro CONCRETE m CONCRETE BLOCK ro C/IICRERE ro gO,ICIKf[ INDCK ro CONCRETE ro ,CONCRETE ROCK TO CONCRETE ro t0NMJ1[1E BLOCK m COMMUTE m CONMLYIE7[ BLOCK ro H'DINS.TE ro OONwFi[ BLOCK ANY mILfNAnall D< THEM tnwTH 1' (E) a• N/A N/A N/A 6' N/A B' N/A 6' N/A N/A N/A 1 (TOP) r t" N/A N/A 6• r 6' 6' 6' 8• N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8' N/A 6' N/A 6• N/A N/A N/A 2 (TOP) 8• N/A N/A N/A a• N/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) SS.S, -720 S. N/A N/A N/A 8• N/A 8' N/A 8' N/A N/A N/A 3 k 4 (TOP) >T-5" TO 6'-8• � LESS 6' {• N/A N/A r N/A N/A 3 (BOTTOM) 8' N/A N/A N/A 6• N/A a• N/A r N/A N/A N/A 7 (TOP) B' 4' N/A N/A 8' 6' 8" 6' 6• 6' N/A N/A 4 $ 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4' 12 1/Y 6 i/4' 8 1/4• b 1/t• 8 1/4' 6 I/{• N/A N/A 5 (fOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' B 1/4' 12 •/2' 8 1/t' 8 1/{• 6 I/{• 8 1/{' 8 1/4' N/A N/A 8 (TOP/BOTI011) '-a' 70 11'-2• SS.O, -72.0 N/A N/A B i/4• N/A 6 1/t' N/A 6 1/4' 6 1/4' 8 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-B• TO tt'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/a• 8 ,/4• a 1/{' 4 9, f0 (TOP) Nd _�,0 8• 4' N/A N/A N/A N/A N/A N/A 6' r 6 1/1' 8 1/4' B (BOTTOM) �( �� 6• 4' N/A N/A N/A N/A N/A N/A 6• 8• 8 1/t' 6 1/4' 9 (BOTTOM) 12'-4" OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/t' 6 1/4' 8 1/{' 6 1/a• IO (BOTTWN) SEE ftEls ,a 1, AID a FOR ANCHORS NITRE a stAa9D FOR 915TALLAIIONS Pao I100D F11A1N[ BIEDIN9. IAlM1Y ANCHD,R >HCIl65 AND IIPm„L EDGE OBTAHIC[ ARE MpCw1ED ON THIS SCIlDIAE. FOR e0. LEES 71WN V4OGlE0 ON SCNEDIAE KpR7C ANCHOR WACSIIG 9Y WLTPLYMG SPMC,NO 5110.11 ON SCHEDULE W THE FOLLOWING FACTORS FOR THIS WEMTIOR m K P094E1E. REDUCED SPACING 09M$ED USIrIO fACtwt 3JWL NOT K 1E95 i/YN IDSNLRI SPAC G IIDCATEO TOR EACH ANCHOR TYPE AT NCMRS Lf0EN0. AtOeer TYP[ -_ gip'•_ ,/a•• _1/4'P 1/t•• 1/r. tp1 . to/C011 w DP-i "1BA"� OMK-m 6ouD-•aT 1«3 MnOR 1l/OWHG ON ] 3 ] S 2 try ] ♦.a.N..w a.ww 0•J ] ] ] ] ] ] lry RD.1AY7 o1wr. w G1•) ] ] ] ,ry ]try . ] ,ry Aa1RI. m eser tTBeresl r A s t o R AG atR r I.M NAG - lA0 .iT - a t - - 1.M - 1.M Im ' I INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES n & tn9 I II 14-10 PANFLMTE PLUS ;�I Ili I 14-ID PANEWATE PW$ \ .. .-� 6 1 4' OP17NETRAigN7 - '� 4 \ 14-t0 PNET]N7E RUS -�7T °PFER�TIDN - I PENETRATION TTo ETG511NG WOOD 1EA17EW /. N• I D35TM WOOD HEADER WY1001 j�p[ PEOIARE6 R 'I �I t0 06STAC wow HDWER J/r. µn . 6RIl mn . 6ASN sw . . 1/a• O.0 2' . /.• OG 2' L\DB snD . S I/r aC WOOD REI DER- - M^ ; WOOD HEADER 1 RECKARED Min.lh -0 SEE SOmIAE m1 DR SOIEDL E W IQ SCA�IAE ON 1 SHEET e Pot, ITK I � SHUT S ' Fw w. SEPARATION ' m IIIAS. '. ,1 ro CLAIM. 4 ro a,Ass. _- _ - t/rI-2w1' S;•, M.} r/ 7ry•A . _ _ • Y ( PANEL LENGTH i (NEE N01F i) - _ i Ma A. PANEL - �' t/4Y-Swl' SA�. � (SEE ISLE/}yN/ )/rP • ' lENE7M .. NOTE t) t/.1Son'SA W/ J/rM . i�(5EF' "Off 1) I � _ 1 __ _ ) f EVDI, 3M/a. �-f � -_ 1 L� mDTT WDLAP -- - - ')!- OA•N - lTEA1 aXJ6M - i I 3oE s� I a OF 'L. MAX OF 'L. MAXI MAXI {� .- _ /iMao wn32' Eo. .. ��•..... I E+ �•M'nu6BW ' 9 1 r OL I �. . _ - =- : Eo rLL}a'V/D- EO. 11_71i__ a. L J Ef . 1. .- ---- ------ -i. __� L_ _ l/.'• SAD SLREIY4 '. _ o_e• o 1 p 2•A P)A1E _ 1h,0 PANELMAIE PLUS REOU� .PRATE ;I `fQ�_ PLATE 2REOU(/m - - PENETRATION ATREOUMD 1 6 1/4. O.C. W/ 1 7/8' O TI �D PENETRATION PLATE I III -_ /••�^' I' _. ISSS'R7LppO.4 '0Ct�LA�SUWRM W/ ` I6DWNM OF PUS[ --------` ' � THIRFJIKD' 'PfNE IIAT�WtI � DIRECT AT NONOTH OF PLATE -- SCALE 3/8-1- IID il' SCALE 3/8-1- SCALE 3/B-1- I. INSTALLATIONS FOR ALTERNATIVES BW. 9W k IOW ONLY VALID FOR W1AIti11NMplM BUILDINGS WITH A-S.D. DESIGN LOADS UP TO +43.a, -48.0 p.s.l. AND �'� PANEL'S LENGTH UP TO 12'-4'�FG L FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN _..•:•••," P:•' LENS ' PINE N0. 2, W/ SPECIFIC OENSTTY OF 0.55 OR EQUAL. 3;' J F ''. FLORIDA BUILDING CODE NI h VelocityNurrkone Zono unTr FOR COMBINATION of '.rL`TIONS: s No. 41 £ eDm atEea " 20 GAGE GALVANIZED STEEL STORY PALL TOP 6T BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY * * ; (� :- ._...... S 5 ' ORAL 1 L E PROTECTKmI PRODUCTS, LlG. D•r' n, GJ/3o/EPu W INSTALLATION. F- D'••. i R,0 :: dz Moo L 61 14 DAME 4L sus• eaa awn .. •. a ,F,1r alma w twm Om .n--c A... am)m-1o� w. n1G1+E (m.MN-Te4q !A} (SSD1m-ION a. rwr 1r• 20-176 twwlP w: !b NIHW E DTI d-00057t5 TLD1 YPLiSI A Jr., PE i SQT R w >/ INSTALLATION DETAILS /4. Ua 6aDAs a r O.a r/ FOR OPTION f 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM - I t , Mn. THEAMD IENE'IW,101 ro �s+91tl TROD IEAorA - EO I n ) ro E0� CA f E01 - .DOG H�«IR REQUIRED` I i REND 0 i STUD • +z '°.a RED ALTERNATIVE t ALTERNATIVE 2 i I OR SY 1.MR 0 SLPARA/DN ro OI.� r• - EO' - ED D EOI--. L I EOl--7 i EQr� EO 1 �- I Batlo Pure REOAED N _ 'I H I -000 PLATE ' II $ ALTERNATIVE 3 4 Y4WnIm - t/.'. HA9 SOR613 • r O.C. B/ 1 1/2- ALTERNATIVE ' MM. ef010ID PDEIWTIO! w /4-*-Mr LAM BLHffi e11" r/ 11'r 2PANELMAVE o ALTERNATIVE WOOD CONDITIONS A ANCHOR TO NE one FRAME LOCATIONS PMEIASre PURE • r 1NEAaEp PENEIMTOM ro WOAD 9aND s/r - r PLATE NOTE WRITER IIMCY3 MOT SHOW SON CLARITY WALL MOUNTING INSTALLATION "'"p T ALTERNATIVE IN Qy�P'�Eplf •.$ 7 FLORIDA BUILDING CODE (High Velocity Nurr(can* Zone 1Cff8 1..5 ARE ONLY ,NOD FOR BLED9O5 WITH A}0. OESION lGWS UP ro = 4 *, 4u S ST e2mo RLTWO, INC.4IG 20 G� GALVANZED STEEL STORM PANEL Wms BY: .5. -72.0 +5as, -x.o M AND PNELx LENGTH ,» ro a•-r. 2 PORE MEYKAS 10 K SOUTHERN FINE WIE11111CTOF --.. -:,�o� .. �2 R,o �. _ , • • FS, r( > I L E C O III . GLOBAL PROTECTION PRODUCTS LAC. 07�f01 DUE NEW BOO/ M O PINE N.. R r/ SPECIFIC oDlfTY w oss w EQUAL. .�.:�-uJ �h. S! A`. A y0p S.W. 51 S,RQF °ya7SM NNNN LFNm"" ' u 3M. a. tr ]aL ,MmN .ImR ••♦.: m-law . PM PFOC LabHJ !m\Y., (p4NF19-FN7 20-T76 P.S. SWL/fNA1�Jb.R rA-OOOS7tP WALTIR AROAD. eWT P., P.E mN rsr w 1t-W NmPwD Pc SETT tb w N N O� U CD Q 0O O .� ca U -0 0- to N � CQ cu cn 0 C 0 o Qi C6 O MC p > -w -0 C N O E� -0 v A N C'A'AL • _CIL_ J L Lu I.ac= 1� w .11 c c.7 C, LV L m ?C - a N N y o 1n c > c C O .L °C 3 tv is 3 u a y c CM � � T N C1 A _ E N � i cn W U) cu O CL CL U p cu W LLI = Q Z Z Q J d SHEET NO. SH 1R1 --. -------- - -----------ANCHORS (SE£ SECTIONS ON SHEETS 17, SA /9 t 20)..- ----- 13• MAX. JA/17. 44/17, 5A/ts. 39/17. 48/17. 59/I1. ''.. i' MIN. 6M1(/19. 7Aw/19 t OW/2001110/m 7111II/t9 6 SWIM) D.M.wo- j r Ij i1 3' MAX'; I' mm Oae@ REOAAA CORN rWNn I LIFE 91f1i' St0.1 PANEL IKOtRM RNRL , l' -_�1 A I----- PANEL LENGTH WAS SRMSAARMa �j�1 (SEE SCHEDULE) a T PANE BOTTOM Comm 3 !MATH, Wiz, 6A/� ,4 ma SIR a L�OT.mum R.B.. !` NV18. 3• wiL sm/1% rAw/19 R 6Aw/t0 �O m saw/to. Aw/I9 IS NR/20 I• SAN' _ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 d 20)- OPTION #2 FOR LIFE SAFETY STORM PANEL ELEVATION SOME 3/1r.11/4. 1RI 40 (D-@ ORN IAWE,r iIWE ,aIET Q°R� \/UR PAWEST HH14Gt����ia�ual�1 ".--`-_-_- - «,z--,-„-t, - --0- •------- - ---=zr_r_m_a_ �r.£=c:.ee-+<.r Lamm L SECTION A -A so" 3/,r-1- •.. •►� ► .,_. .. a _.L • ■ ■ � MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0. -72.0 8'-8' 2 3/4' UNBOLTED CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I. ��pppppp IsilOER i I'OOO HEADER / W000 1m NEWIIIED �� /9EOuwEO 'i� ..-RE4VIRE0HF 14Y TAPCON • r O.0 '� 1 4Y TAPCOM • r 1 O.C. / 4•0 TAPCON • s• O.C. TEAM Mw.-�/1 1/2' M IML TaFAOED P♦)RTIbL1LN AT W000 I PENETRATION AT WOO I' PENETRATION AT WOW HEADER _ HEADER , WARIER ,\ '2 I DUSTING - NOI­ W aAM CLASS - m�lL M10--miE No � LPL J a Lv__r�...a.-�- LtSTRL TEN svNEA/ax ro aAM 7' WW. OASS ' PANE LENGTH ON m NR 7• Yn. (SEE NOTE 1 BELOW) PANEL LENGTH FF'aWIW (SEE NOTE , BELOW) ELSTOC 41M.TO IRI6s KAASS Ism savamAuT ow is) 7/ '. WINO NUT ___ -. 4t'__ _-.!!_ 0' • __ - J • B• O.C. r w' n EXISTING 'L, Ym. CLAIM A NIM PANEL LENGTH (SEE HOT) I KLO') ONREST IQ •L• Yaa PANEL LENGTH (SEE NOTE I BELOW) S5. MS. WTT 7 s a J/a2' 1/4' 0 r OPO 0 / M. TNRFAOd PENETRATION AT • YI0100iM OF PLATE Cp L. _ 1 _ -_CANT H CART. I� _ - 1/4-I-2W/4•S.i Y.S. W/ EI( �� /- 1 �`'�. i/ra3/W WOOD HALT 'I 7fB's a ]/32• WIND NUT 3/32' VAND L '- WASHER • 12 1/2' O.C. II II WASER • 12 1/2. O.C. HAIR WAFER (BEYOND) '� I I' 1 {`/ TAPOOM • s' O.0 '•s' TAPCOM M /r. rAPCON • 6 o c. / -(3TAUDBx W/ SIP) P£aETRAT10N A MAOw10TH I , w/ 1 1/2• WN. 1NIEIDFD W , i 2• MN. TREADED a PLAT[" . �[ // ,, W000 PRAT „FT PLRAION Ai YN7WIDM ._-_ . L ' OF P ATTMDN AT YW7MOW N- �' . -- - DEPUTE i a Pure -_. _ --' ' - y~ Pu1T PLATE _ _._---_- 2APLATE WAI �INSTALLATOATIRNM AWNeu SCALE 3/6•-,- O���P�EL i11 SCALE 3/r.1 SCALE 3/9'-1' SALE 3/B•-1` ( !�' • GEN$Lc •:9 1. INSTALLATIONS NE ONLY WIND FOR 81AWMp WISH DSO, DOM LOADS FLORIDA BUILDING COI �:'' LIP TO •55.3. -72.0 PSF AND PANEL'S LENGTH UP TO V-r. 4 T s WLmD mmm. «c � i No• • * � 20 LADE GALVANrzet 2. FOR NEW WOOD MAW COBTMN X;TOWOOD MEMBERS TO K SOUTHERN PRE NO. 2. W/ SPECIFICDENSITY OF0,55 OR [OWL N = ee in. w ORAL PROTECTK -' 2.500- (EFFECTIVE WIDTH)- - -- 1.360 1. - 4.J30--- �:.500• 1 2.657' 0-0ae• MM. EEL STEEL DALWMFQED °REEL ED"OOE 2. • .2 M.1 � TYP. AST1 A-653 .r, ' . -, �,EO EDGE i `,' - GRWE 50 WANUN G-60 GALV. DETAL SILT �-R- - - A 46.E , , ---I -1 t'7 Pl ELPj EL © S PANEL is n PAHWS END W W/ HEMMED EDGE - _J F-AHiW l MALL *D.Oe' ISOMETRIC DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED EDGE. (N.T.S) r- 125• I N I� L--3• MDK.--1 O7 3'I(3'(Maw.) ALUM. ANGLE n2s 1 'P 2.000- nas• 750. `--2..00OO�CK`---NEy--J ONa�.18 c 730• .055' (TYPJ t - .750 ® STOP 9AR 11' LONG 6063-T5 Alum. ALLY 2.Sao. [21- Tyµ 3.900• RIYERSED 'h' TRACK 1 .2 -0tYT ^n �I L1- ) (TIP•) O 1 1 4 WIDE ER 6WI-T6 Rum. ALLOY 1/rP-20K3/4•S.S. Y.S. W/ 7/s•sa3/32• TOM NUT WASHER (BEYOND) Hurricane I--2.591'- 9-1 2.500' 2.Z44' ( REVERSED NUN TRACK E 2.0no - - __.5• YI.. © 2 XSW(MaX.) ALUM. ANGLE POURED CONCRETE OR CONCRETE BLOCK REQUIRED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _. 1[t• TAPCON ANCHORS __�4• TAPCON ANCHOMS _ 1/4• TAPCON WHO"_--�4• TAPO01/ ANCHORS B r O.C. 9- O.C. • 9• O.C. y \. ED• ` i ,YauOpMOPO�. A r ,noui I 0411' Ha 1 EOS-i C1A36 , I 1 1 1 I I 1 , 1 I 1 i -i EID •- / 3 POUREDCONCIEIE_ \ EL am AS E �- BLOCK REOLgIEo 1 ` --. POURED CONCRER OR CONCRETE ' -- BLOCK REQUIRED 1 ` E, OR CONCrt'TE BLOCK PEQHAREQ 1 ! i Yw. E.D.• \ \\ . E0.4' { \IN LOA j1I.R�MWiNw10N IR -G I >o j r.�OAIH■p a IP4■M4 w R�I..OM (Q I c I GtA55 EX 1 G ASS I I�" GLASS CIS 3 I>!S J 4., . GI i 1 I i ! � 3 � i.;L- A 1 •Y-ati,• � M. rl B• f 1 I f /,` i 1/4'1-OaIIA •y 6' y- i-- E.D.• 3/32' WING NO .� ._1-1 3/32' WIIC ff�ePPrrrlll WASHER 0 12 1/2. O.C. NUT VM4ER (BEYOND) 1 4' TAPCON ANCHORS -----i 1 4• TAPCON ANCHORS 4 1/2' O.0 4 t/r O.C. (STAGaRED w/ SAD) (STAc0E11FD W/ STIO) --ROURED CONCRETE _ . -OOR RED CONCRETE OR COREtE BLOCK /C R CONCRETE BLOCK REQUIRED WALL MGUNnNG INSTALLATION SECTION 3A REOUvtm WALL MOUNTING INSTALLATION SECTION 3B O REGULAR PANEL SALE 3/8--1- O UFE SAFETY PANEL SCALE 3/r-I- SEE ME[I ,° R ?D FOR AN TYPE ! aEdIDR If t - {(••• 1Mm, .. moo W ALO MSUUAON& HIIID w000 Mr Atop, MwsB P•) ° Ft" IOW ANCHOR EDGE W" E NOCA AND WIRHIIM EDGE FOR ARE LOSS.MTHA ON •sMasY4o y„WM, 01a 3 AJUE INA SOEOLU FOR ED. NCH TIIW MIDI In OM MULTIPAE REDUCE ODO ON SC w ON STH[WE THE ■N06 I.a. HMNa OrrMP 9..s OA) 3 A.{FE 98 �E 91NW N01� F CTBWN BY FOL FACTORS, IC iN6 w• THE TO R®UDEO ro E POSSIBLE. _ -- -__- -- SPEIMTION FA BE LIDS OHA Nm UssMG FACTOR FWL NOT FO LEAS A N tIRANM SPICING IDIUO[D FOR EACH ANC/OR TYPE OR iHB 4CEORt -- --- - - '- m ED- �/4. 8Y.3 Ow0c NUT wwA%RR t/( -y / --.--- 1 - I L 7 4'•-20N3/4i.i. Y.S. W/ M 12 1 WVOND 32• WING MUT WASTER II 41 4 TAPCON ANCHO RS 1 4' TAPCON <- 4 1/2. O.C. ' - B 4 1/r O.C. .___-POURED CONCRETE PJ2UKD CONCRETE OR CONCRETE BLOCK ._ OR CONCRETE BLOCK REQUIRED REOUNM WALL MOUNTING INSTALLATION �,CTtON AA SECTN)N 4B O REGLn �o PANEL O LIFE SAFETY PANEL SCALE 3/r.l" SCALE 3/8-.1- INSTALLATION DETAILS FOR OPTION INTO EXISTING #2 FOR WOOD LIFE SAFETY STORM PANEL SYSTEM STRUCTURES Y i 4'• APGON o a• o . ,wcaN a °• o.G. I � �//, PEASIERATON AT WOOD ,/2• IY11. TFREADED PEtL1WliMON AT I1000 IHFADEP _ MEATIER T. 1/2- 11/4• J / /` 1/2- _R 1/4- WOW HEADER \ Y `, WOOD HEWS REQUIRED - MV1. (I REpJIRED mm ro 04M EXISTND IN i y MT) SETYMTKIN MAR 1• Mm. (MASS 'L' Yw. -cmro INOIDWE p057yK ON 94137 14) PANEL LENGTH (SEE NOTE I BELOW) _ PANEL LENGTH s I/4'A-20,' (SEE NOTE I BELOW) CLASS •-' S.S. 4.5. .. - •-.. - 7/rs s 3/32' WING NUT !. -._ ED I E• ... 2•K4. WOOD PRATE /rs . 3/32• WING NUT I. 7/rO a 3/32' WING NUT YK4• WOOD PAAIE ,. gEOUIRED - WASHER B 6 t/A' O.C. REQUaED '- I: WASHER • (ALMOND) ji4-,D PANEWAIE P5�J5� _ I li j14-10 PWT NFELE Pt,US 6 1/4' O.0 w i 7/C Tax Mu o� MIN. THREADED � AT PLATE AT MION PLATE --_ WISING RATION A4TFtY ff PfTi�� I+IYIwTi(�"' O REGULAR PANEL /lam e LIFE SAFETY PANEL SALE 3/r-t" 1� .:..., yy, V�' • EN '➢;yy SCALE 3/r-I" SE '••: 3: ��r- FLORIDA BUILDING CODE (Nigh VelocityNu cam Zone) ° • S :' No 44167 42016 WITIM m 20 GAGE GALVANIZED STEEL STOOL PANEL FP. 1. INSTALLATIONS ARE ONLY VALID FDA BUILDINGS WITH AS.D. DESIGN LOADS - * : * .-� t _ - ° Br. UP TO ♦55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-6'. �'•. $ ATE 4L _ - PROTECTION PRODUCTS, LLC. I 0 p10C 2. FOR NEW WTaM FRAYS cOHNSRRLATX■r. WOOD MEMBERS TO K SOUTHERN K 0.55 OR EQUAL. 9 •. ��`• LTrTE C -' OA: •.• DR, •°00/w[.wF1.°1.ST11`[T PINE NO, 2. W/ SPECIFIC DENSITY tiN f S S ry E Iw a. r aNI, •Arm IMma a >rAS NONE: tlaNw-T/•E Sac N A)dw4m a OWN,-,s.r-,(aRa_n 20-176 AA alra w. a HsrISAWAND CA-ocavtt r 'N: . ININ ST•W/RRNTIE/IMn WE7FR A RIAST J`. P.E 11-w •- Mf D OF IN 3724 (SOX ANTE 2 IOAA) 1. 24 4' 24 4 q a w/o ®' 0 (SITE Hart 2 NLOW) 2'/24 1' 24 4 2 F.« .i / I S• Mx i / ,�T '®lHNI2 Mai[ 3 BECOME FOR m■CITE AMCHOW SQ i• Min. OONCOM am 1aIm •"hMl3' Yaa. a a• xHHmwE OM FIAT 2}, FOR 3CREWI r- - (9TE SCNFDULE DN FEZI >n) _� 1• Min. riY1 ET 20 3TE 7EL1101B oN SNTEI r ,aI• SALT vD or - r L11� i_ �• - TrV-<-,--' TYT,..Br1 °0 x •l•-,rrANEL3 _ _••-<-,-N_.-T1 w 2 L• I EON PAAIO) -- fMOeOM FrMU)T M,Di1gM NYIU (MiF1etl1 RNit) I (d0 fNNOJ (EMD PAIiLJ (MTF160R (MTEMaN PaEL) (FODNaM POE) (ENO PANEL) I I IRE INDTE Z 3, 4 BODW I I I SE MOT) 2. 3. 4 SELOW SEE MOTE 2, A s BELOW 1 I Ef NOIT 2 a 4 BELOW I I 1 1 1 I• 1• i I I I r I I N/ .OLTO PANELS i I 7/ '' �- �b-se,Msm . . 10 i L ,a X L , IyVt [111111 rill 1111114 1i PH 11 IT 'T 1 1 1111p 1111 11 I I I 1 11 • • • • • • PANELYA7E (TIP) L5 - . SEE NOTE 4 BELOW NOTE) 3, ..--lr.-,Y--.- - (AL TE LOGS CONCRETE 001010m SEE K LOCATED AT OM 9enrou" 7k KmW� r W. ■fIF1110110CA0E13�4 1/Y t t/2-ODD PNiR.S)� I'1�Ib1. SQ SCTLtF OM SHTET is AATT qp�pp M tan 3 -/+10R ©w/ OR w/0®.O , t6' FPNEL O TO K M RUED AT EACH �ODM �6/ LASE PANE? TO K M1AlID AT EACH OPE,}WIf !aLL HITS K PROWLED Y/ oPEMRAD ALWWIS K PROWLED W/ KM INNOE 70 I`ACOAn I6TMIAMX/ 2000 TYPICAL ELEVATION FOR .M.-SERIES PEAR HANDLE TO fACUNn MTALLA E MrtHIOED TO E NSTAYEO FROM E-Z H����P�EL�Y F INTENDED TO K 0/STALIEO FROM -HAM ,N9LE a STRUCTUE. ROM a SIRUCTIM fr SE - ,. SCALE - 1• �,/.• MN.. VP i t/4' Yo. GAP �,/.• M.. 0* 1,4. N4N. DAP --I.- - 1 -MAW "W"w'© 1 SEEN A-A� SECTION B-B i"`T v'a"o TOM 904E 3/J2• - ,• AjTg; : !GE >.F]T' - t' DEFUDOa OF SERIES TOM: E - Z HANK. STORE PANEL SYSTEM WNSISTBVG OF PANEL NOTE&(1). + 1. TRACKS AT TOP k PANELMATE PLUS OR IS* LONG (1). 1)EFWRION Of SEF8E5 2M0; E - Z HAD STOP PANEL SYSTEM CONSISTNO Of PANEL ♦ �AT BOTTOM W/ PAIELYATES. CIMI. TRACKS TOP !BOTTOM. EiD�,EFG (2). END PANELS SHALL ALWAYS E CONNECTED TO SILL WALL BY MEANS OF (2). jND FARCES SMALL ALWAYS K L'ONNECTED TO B0T70M TRACK OTHERWISE A STOP BMt PANELMATES Ot, F USED JOENTLY W/ 15• LONG t2) TRACK AT' BOTTOM. END PANELS ECT 8U SEMLL K PROVIDED AT TOP Of PAWLS. SMALL UT ORF1/4 0- T08/E(21j') w/ 1 4'h20.3/4i6S / /ESA( c CORN. NUT OR 1/4••-2@3 MA. MO TAPPED EfI (tJ (3). IF END PANELS ARE CONNECTED 70 VTT0M TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON NOTE (3) OW). 1 /4Y-20a3/4• M.S. W/ 7//B-FVs/32 WING NUT OR 1/4Ya3/4• Wn THLANSCREW INFO TAPPED BOTTOM 1.1 LOATXRN OF FASTENERS MAY Di AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE JDINTLY W/ 15• IONIC Q AT EXTERIOR MT FLAVNGfS OF END PANEL. a(ITTOY BUT ENO PANELS ARE NOTE CONNECTED TO KITTOY TRACK, ]K STOP 8AR SMALL PROVIDED AT SUCH PANELS. (4). N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK IA O N END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (i.e.(iTO A STOP BAR (4). FOR MNSTALO EXISTING WHENSILL ONLY USED AT TOP) O (FAST 1(3) PANEL. SHALL E CONNECTED TI BOF TO EXISTING ALL WALL B'�MET ONE RATE PANEL ON MAY BED USING P ELS TT M ATACHING oSPEWS TRACK TRACK TO WALL RAC NOTE AN ABOVE. IN SUCH CASE. CONNECTION O PANELS MAY E USED JOINTLY KW/ TRACK (2) AT BOTTOM AN ELEVATION BOTTOMAND 10 BOTTOM TRACK MAY OCCUR AT ANY PANEL 10A7XXN. Wi TWO PANNFLMATES FOLLDWINO SPICMNC SHOWN ON ELEVATK7N AID w� 3 1/2• (5). SEE SECTION 1', J' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SKEET 25. Nx,. EDGE DISTANCE. FOR TINS CASE, INTERIOR PANEL USED Y w/ 08E5 MMWUNNuaa/aa SUCH YNAATEEDroM,N EN mPAN�ELS ( (T.12R)E ELE TT & RIGHT 9p O ANY MEANS. SNALLPFNFBE L INSTALLED HAW OVERLAPS RETAINED BY �. {bs4 FLORIDA BUILDING CODE M : VCENS Velocity =at�3P• h Ku cone zaR. a : No. 4 167 IRmD nTem .c 20 GAGE GALVN4DIVAN,ZED STEEL STORM PANEL A N, D■n STa OF _: ¢� /M L PROTECTKN SIT PRODUCTS, LLC. WE IL E C O • �••.n^ INC. 4400 ". 61OWIL I■IEET nl ;O�cVJNiO OP�G\ ' -:�Pa � Ua4)e■ Ts 4 FAX:�m-NWFero1, 20-176 a,'=,o .W9,W':'KMSSANAL-1 � .MFMM, A. W ORNWIs Htr. NE AAAAarl10N L*A STVAJBeH1AnANUaATT M/LiLN AA 7MR1�•. Pl 9NLv n a N 4 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1{' TAPCON ANC/aRi-_-1Z46 TAPCON ANCHORS W 9' DG 0 11 O.C. POURED CONCRETE _ POURED CONCIRTT _ OR CONCRER BLOCK OROUCOOfiBLOCN`� 1 \. REQUIRED E.D.• - 1 1 1VNW.IION A gar. HIT O 1 I.Ef ID EXISTS OILSS� � y3y3� 1 I I 1 1 1 1 i E.O.- J�_ _ -,0'P PANEUMATE PLUS W/ PLUS0 . 3/32' WINO NUT RASHER • 6 1/4- O.C. - - .POURED CONCRETE OR CONCRETE BLOC( REQUIRED WALL A O REGULAR PANEL SCALE 3/r-1• TAPE E SEE MEET t9 • >n FOR ANNTO 'er 7YIE .__L•Y01 �w m W ONIN0 IN NBTNIATRXa INTO WIND HN Alna wNONN 00 .3 3 HOME °O. RRD MIM UM AMP= WAVPM AND ANMUM EDGE OWN= ARE EIOKATED ON THIS •NMswAAv tN,..N W 3 3 204MU FOR ED. Mffi TNw POCATEo ON SCHEDULE REOWE ANCHOR vocom W MNIWLYM SPACM LNONN ON SCHIOLILE R+NwI oP...Y r OJ 3 3 1n AMM 9a RIME ■NRp AA A, BY THE FMM MIS FAC/ORS FOR TWA OPERATOR 10 E POSML.L RCXJCm . -._--- -1 17.-__-_ __. ..._.. WOCW0 OWGNRD 1APD FACTOR SHWA NOT- E UOR TWA MMUM Swab MONSQED FOR EACH NOM ME ON INS qaN D E `-- --- - - -- [OAST.I ' iQWMWIN A ' � w N _ I IRON tq �I � ff i I d q-- JJJ Cfm Ec1�111�N � I M PL /fa*# .P 32' WATE PLUS SH _ iro•P . 3/32' wMc ALIT WASHER (BEYOND) FauREO CONCRETE OR CONCRETE BLACK REQUIRED WALL MOUNTING INSTALLATION NLCM'NRY SB O UfE SAFETY PANEL SCALE 3/3--1• 4)'flN�AL Nt37EE: ViLLJO E-2 NANO STORY P/JiEI_ SYS'IiM 1. E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERWSEQ FOR COMPLIANCE IN BA) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 A PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA KNOWS; CODE . BLOCK SNAIL E 1 1/4-. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 0E THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8• CALK -IN ANCHORS SHALL BE IS 7/8• INTO CONCRETE FOR A WIND SPEED AS REQURED BY THE JURISOCTION WHERE THESE SHUTTERS WILL BE PWALLED AND NO EMBEDMENT KID ANY FINISH MATERIAL SHALL E PERMITTED. FOR A DIRECTIONALITY FACTOR IW-0.83. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (ASA.) 1/4' ►-20 SS SDK BOLTS USED SCOW. BE LONG ENOUGH(SHWLD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 29. ENGAGE 3/4• INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO AA5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 W ORDER TO 0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ WAX. (A.S•D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A, 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE EHIND SUCH PANELS. ANONORAGE SHALL BE AS MENTIONED W 8.1) AND 94 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCFgRS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 339: INCREASE IN ALLOWABLE STRESS FOR WIRE LOADS WAS IQL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER_ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN R W ACCORDANCE WITH SECTION 1201 OF THE ABOVE C. EPO AS 11. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TIE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER CODE AS PER FENESTRATION TESTING LA80RATORY- INC. REPORT / 20J2. AS PROTOCOLS TAS-20t, DMENTIOINEDAS-20 BE TAS-202 AND TAS-203. 4 TD E ATTACHED TO NNSIlRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY ■ATTACHED TO CONCRETE. BLOCK FRAME BUtl.ON4(S. 2. THIS SYSTEM HAS BEEN DESIGNED TO BE WSTALI rn ON THE OUTSIDE OF THE OPEN9O ACCESSING THE OPENING FROM THE OR INSIDE W/O THE USE OF A LADDER ON LIT. THIS APPLICATION IS VAUD WHEN *WALUT°XN IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SFAI/CWLX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTMUDUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIND /INN INTRUSION. CAUU( AND SFIL SHMTER TRACKS ALL AROUND FULL LENGTH. 3. SERISERIESNOW 16TALLAION K APPLICABLE APP.a:F 70 SINGLE NG GIE ADOUBLE HUM STYLE WINDOWS r/1+EN INSTALLATION IS REQUITED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING a. SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDIC RCN WHERE PERMIT IS APPLIED TO. wMALLATOMA N a REQUIRED TO BE PERFORMED FROM THE DE DF STRUCTURE. 14. ATRIUM WIDOWS AND DOORS, W. E - Z HANG STORMS PANEL SYSTEM- IS POW POOND S. ALL ALUMINUM EXTRUSIONS TO BE 6063-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (0) THIS PRODUCT EVALUATION DOCUMENT (FIX.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: I.I. WHERE THE SITE CONDITIONS DEYATE FROM THE P.E.D. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL NAVE 3105-H14 ALLOY. (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7, ALL STEEL MEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.LD. PROVIDED HE/SHE DOES NOT DEVATE FROM THE CONOTONS DETAILED ON DESIOMATON W/Fy- 5R5 Xq (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALL SCREWS TO BE STANUSS STEEL 304 OR 316 AS& SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ON" IF MODIFIED. 50018 W/ 50 W YIELD STRENGTH AND 90 Kai TENSILE STRENGTH h SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (I) SITE SPECIFIC PROJECTS SMALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO E ASTM A-307 GALVANIZED STEEL, OR AIM 304 SERIES STAINLESS STEEL, WITH 36 kIi MINIMUM YIELD STRENGTH. BECOME THIS ENCIiEER OF RECORD (E.O.R. FOR 1FE PROJECT AND WHIO WILL E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER ( RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL 10. ANCHORS TO WALL SHALL E AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TO EXISTING, POURED CONCREVE (.) THIS PLED. SHALL EAR THE ATE AND OROMAL SEAL AND SKRNTURE OF THE PROFESSIONAL ENGFEER OF - 1/4's TAPCON ANCORS AS MANUFACTURED BY LT.W. BUILDEX. INC. (UK rc-3192 D.I.I.) RECORD THAT PREPARED IT. - 1/4' N X 718 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. re-3000 ,6. STORM PANEL MANUFA4TURER'S LABEL SKILL E LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL, IN - �14-10 PANELMNTE FEMALE 10 ASPANELIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL E PLACED FOR EVERY OPENING. (rc-3S50 Ps.i.) LABELING TO COMPLY WITH SECTION ,702.2.2 OF THE FLORIDA BUILDING CODE. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL E 1 3/4• AND 2- FOR PAIELMAtE FEMALE O i PANELMATE PLUS. A2) MNMUM EMEOMEM OF 1/4•0 X 7/8- CALK -IN ANCHORS SMALL E IS 7/6- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL E PERMITTED. 1/4• 0-20 SS SIDEWALK SOL75 USED SHALL E LONG ENOUGH(SHOILD ANY nNtSH MATERIAL EXIST) TO ENGAGE 3/4• MO ANCHORS. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON TH1E EESTNG WALL OR F1,00H, ANCHORS STALL E LONG ENOUGH TO REACH THE MAN STRUCTURE BEMND SUCH PANELS. ANCHORAGE S.�: • vCEAIM(. ••. E AS MENTNED N Ai)) AND W A3). No. (8) TO EXISTING CONCRETE nfK WASH - :• 44167 = 3 Tt k : A - 1/4- F TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUILDER. INC. FLORIDA BUILDING CODE h WISSatty Nu am Zone) - 1/4' • X 7/9' CALK -IN ANCHORS, AS MANUFACTURED Bm- Y DEWALT INC. (r1500 P.N.I.) y aam nleae. Nc F.P. - N14-1D PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIONi�� •. -` a�N 20 CAGE GALVANIZED STEEL STORM PANEL MOR,H, w,. - PRODUCTS (rm-2071 P.L.I.) F »pE/wP GLOBAL PROTECTION PRODUCTS. LLC. TIRE HeIM IE, St 101. s 20-175 l► AHaIL (WMam r�A, 011HAW-GRAN w:. , tt4a Nh-,p . ti : OKRA m_1u1 6NwNW tt P.L YA,./61aAMME/6NR CA-ONWTtR e- s M wAL1ER A 1RIN Y.. PL IN a RRH I1 a M 1 INSTALLATION -DETAILS EOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK K�rt4omW�E aa'I 4 o-4nt ruas GOALna+EnANiaA° �' W,� �� 6 N•,• •6T 38)� 4 --ta KWX I0E■,AE -� L • /►�2pJ3//]S' MA -� ART 4 a1 R4iI 2L2'n TA OO 6 fi1RK1[ MyI NJF • 1t 6G - �` I n a \ ) oiD rOHR® 5 : ,r o--;- I \ oI°QiE °"1`iL1w'i Hi , .•.-s3ir MIS v e mIo NAT AN, � 1 11 H 7 i twa Rn • I NLL i 5 I I , pp a I I A I I I 1 1 I I 1 25 j { a S1 35 j 1♦ ZS A �i MIXiIEA DE j ,/.V-2yM/.• IL.ON 9MEE Q°U1SIX SCHEMML FOR w. sMQT ro I �• N� •• 77055Fiiiif i SiPMOON SEE $CHEDUSJE GlAm I IIIOtAm I y OM 25 M !4T ( ,Hl-2OyH•MIS, 9VNM110N 1 UHF ND • I.F�•. I �H : i roles YY. >E4,RnOM 1 IO■W N OR TO Elm &A*LAP � � O.O■K N i ,0 OIAW. i d� � 7yi _.i.. I � ♦R 01, 7 �p $3 4: 11/PP-T/'Mt I KwA 3 6I 01r 1 y Pt�aNImt[ q -i ' I T I I Hafx0M1[ y--' _ 3CCAN / NAM, L PIANO,ow"m.�Ey_...__ED_ l iY.i132• /MOQ�o Na v -11� pp/'RAW"_wiNnlf2 WMn/. Elf/••. -ORALS/•• DD DD i :?' - NIOMWm }1' 'NF"�'EnP.) a,C,KW ,,,,b,Y,A6� r Yi nN /11)itt• 1aRo'', .L1wiBR (-NAIL OaHsaw �INEMR l C M NO ra RY 2� I I WALL AND DIRECT NOUNT1Nti NtST. 3n WALL MOUNTING INST. SECTION 2' - SECTION E ELDDR TO CEILING YOUNDNG OU INST. BUILD-T UNTNG NST. 0 WALE a/°-1 SECTION 3' SECTION 4' SCAL/0-1y/ y� SYS TO 8 �L SCORE 3/8-1• SCALE 3/s.1• Let Let YF1JrIDaIDHB 1EaPM36RgWLrOR d '�W[M4 m r�iMa4Bn f a AWW - E a O'o• (2 o•SiH �d" EMp 4 AI II EED a ,sm a ZaeP W, (T '""Lax"T,PE ` ••••••••••,•. r : '' uCENSF % : , 8� No. 44167 = �•_ --O 'OP•FLORIDA BUILDING CODE (Nigh VelocityNILS one Zon. rR w A� GaBNE9 AwYONYWrrti a I'BR�"IL" •q STATE OF t cam Stem Itc 20 GAGE GALVANIZED STEEL STORM PANEL rP. DETAIL Lo. - ma o-RAHKE < '4Ar a/IR/2ae SALE: I/2' . I• V►EMi X r° L a yy S, ITCH EI C C ENc GLOBAL PROTECTION PRODUCTS, LLc. ONE, 4W iW, I,y7 I et °TIQT -/ aHW a 4t a ,eA aw.I A AMw AHDNE (IR4�TI a rrASL MANE-s»T 20-176 .,�.. Pao m-wF . :Lao sn-,w O..mm,o NNNWN 41N 0111I■a M: PC. 9fAl/WWWIAE/OaE 'RAlO1 A I■LR A,.. PE NO,f-W _ _ /HE■I s• a 26 }I N > C) IL O O C .� Ca U -a � 0- C CIO (� (n O C O -2 O ^^++ W ICUO O M LL p > .� N Cn L- a) "0 i CUf��� .� vJ !Z N \ N a N c C %4 m 'c� cV O r9 r' L\ W t0 U r' .•amx Kea y C Qn d c0 C4 y N t Q _ d C24 G G -� E '= C _ � � T C O U O Cn W o U U O VCIO ■ � V t/ W LLI Q Z Z Q ^J CL SHEET NO. SH 1.2� MVORAI SSA. ITYG 14..E `EM.'M � (SCE(iM' 10 CLASS- '&-`E'i +66.0. -753 70' OR LESS 2 9/16• BOLTED • 1'. 2'. 3'. I-W zIX k 3L9 +66D, -75.3 70' OR LESS 2 7/8• - • 4' k 4'W 1EK11RED Eli ~ O, PANEL k WI MW AT OVERLAP t 4UX OF PANEL U OH T1 I T1.. I.. >, A L •.: ..'. a•, . T . L• wro i. a MAXIMUM AS.O. DESIGNN MAXIMUM M04M SPACING FOR E. D.. 3 1/2' - APPLICABLE TO SECTIONS AM1. IIIFWIQ cakewuw a TIEII YAt1WY LOOM 11 (K) PRESSURE RA711G .•1. T CALK_ PMYIIMTE FEMALE a PANOPLUS AATE US TO cAAMDtrt To CONCRETE To CONCRETE TO CONCRETETo TO CONONCTE COA,CE7[ 12' N/A 12' N/A 12' N/A T2' N/A V k 2• (TOP) 11' 3'e to' 3' S• 4• 5• 4' I COI)+ SERIES 2000 86.0, 12' 3• 12• 5• a' 8• e• 6' 1' (BDTTOLI) 10W ++ N/A N/A I N/A N/A N/A N/A 12 1/2- 11• 2- (BOTTOM) -75.3 7• 61/2' N/A 4 1/2• N/A 4 1/2- N/A 3• (TOP) 70' OR LESS 12' �/A 12 N/A 9 1/2' N/A 9 1/2- N/A 3• (WrIOM) 12' 12• N/A 12' N/A 12' N/A 4• (TOP) 12• 6' 12' 9 1/2, 12• it, 12• It' 4• (BOTTOM) i UNTED TO 56A pa.t. A.S.D. DESIGN PRESSURE RATING. A SEE SHEET 26 FOR ANCHORS TYPE k SPACING FOR IAISMLLOK 6 INTO WOOD FRAME O LMilL MNIKO M40M ~MDS AND YWWW EDGE DISTANCE ARE INDICATED ON THIS 904MLILL FOR ED, MLR THAN NOCATEO ON SCHEDULE REDUCE At1L1,OR SPACING BY MWAIELYOG SPACING $NO" ON SMmLAE 9Y THE FOLLOMOG FAMORL FOR DO OPOIA OW 10 BE MSOOE t01M SPACING OBFAINED USING FACTOR SMALi NOT t LESS THAN MROAN SPACNa !INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEDfND. Al 119E 1/4'. 1 1/4'. w. I P/4'b 1A00L IAw'e.- - ,Wx& .L-,- TWA Aa10P1 McAON (W 3 3 3 2 1/2 Y.AI.ATaIR CAIIr.IA ON I�"'I *-.4 ar OH) a ] ] s 3 3 1/2 3 1/2 . AMUL Et PEWM>g FWNNt 2 , _ as y 1m Im N 31 ,m 1m I V + REQUIRES Me.. DISTANCE BETWEEN BOTTOM OF PANELAND (1) TOBE Mm 1/2• M/2' I ++ REQUIRES Me DISTANCE BETWEEN BOTTOM OfPANEL AM (2) TO BE: 3/Ir I 3/16' M" CODE COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 -15.125• (TOTAL WIDTH)_ - -_y,. -12.500• (EFFECTIVE WDTH).._._.. i _ __.,9s• 1/4.4-2W3/4• _ `1.!}W N 1.250• ,W' .fBB•-« ' 7so ,+ Ss. MUO 0KTED - -- -- (TAP.) ____ .37a-- .125' - DA • li 1/7' 0.c - j 1.350' .-., .- 1.350'. -. .1.3�0 / Ir i 0• I �, (NAY 6E KYUM 0) '/•`/1T- .-- 11 .Dee 6w' .6BB' 250'`T` G- �J I > ., 3.375• -41 F -16/ L'tGoal WK TICK,EQ �. ,.67t• r\1, EIMFED GLWMM Sim - I �.A6D AM TYP. -2. .08,' s2.,.Olts' '�D�II. _J 0RADE 601N6111M J2.125 L__J L 8 CILW. EOG� -, L� •,I __ to - - DETAA A -'• `t ".) 1 L00 __ _____________'_/ (TYP.) Q STORY PANEL - - - - its 1..w. •�t.]30'. _ D[TAX A I_ __ . 1_ .... 2.OW--� .._l PANELS BALL K MTMAM ALWA1S-...-..-2.387'.--- - FROM LE AT DID LEFT SO[ OTO RIGHT F PPAAELG 2) `H' HEADER (3) "F" TRACK O ANGLE WITH STUD PWw1 S EARL UP A.. I ., Do PAWL Tyl TOP loCE GALVANIZED2STEEL W HEMMED FOX ,375• 6,270 I -, - . / *Ool I 1 - PMO. R aaa __. - :133'1 6.270• t - ' _I r 1_- ?00. . au D.37s 11EE 0.250'0 -'�.260'�- 1 .07' 6.626• --- L__ ._ -I - -- - -' - 0"76D' ..-. - 2.39Y - -._ - T � - 2 2w _ _ ISOMETRIC VIEW DETAIL A I, ii;F •_ -1_�Ow` PALE - � OR _ 6270'-___ F_A .25aL ROUNDED CORNER O ENDS OF PANEL'S t - �i.�• I .: _•'_ T--2.378'. __-� END UP W( HEMMED EDGE. L._..._- .625', .21t2X5W'EM�2f (N.T.S) .375' `•'�-'-EOOE �J 2.500' E- i or PANEL .. 067 I 0 KEY HOIJ_ WASHER 3.750,) .750 3105Nts, ALUM. ALLOY © KEY HOLE AT PANEL - -_- I - 2.,24- rSEE SHEET 6 FOR ADDITIONAL _d _-:,750• - .. 3• UwAnDes IF SLEEK LOWN, 6 1 IT. DDT' - 125' L . ONLY VALID FOR INSTALATO S INTO , .2p0• i_. _'S. ® �•,.,. " I ('-, �.p,) A_'W-- WOOD STRUCTU"S. �� I_ - _-. -__- ___I 2.OW---_ 2. •- --.193' - -I2.007' A TaeY , 3.750' T1 Do. t23' - - ts4a•- 1..,16. - ' (rip) - _._._ --1' MIN. TO S' NFaz:.- _ 2.000'. -' 1 ® SLED " MAX. H is © ANGLE 11 "Jet TRACK 1© PANEL HAIx_trq .37a• --- ---3.000• .--I g061-ro ALLOY �pw i�/l (I i/4' MnDEi _ -_ _-- ___ - _ a N(USE ONLY FOR E-Z HMO STORM PANEL ,656• I -� A70' -J.275 .052'_- =`'' ". `vt'iENgF':,/'9 SYSTEM) 6053-T6 ALUM. ALLOY W�,' -�_ - - ..... - i N0. 44167 FLORIDA BUILDING CODE (Mon High vdoe) HuMcan. xora o 2.000' i T- p a ,His- e 25�. :. t.OW ' 123' t} 3. I --•-MIN a ®MIN ®-_ z : ° ,aTaa W. 24 GAGE GALVANIZED STEEL STORY PANEL F.P. I 00 201 � � STATE OF 1611NI 91. (TAP.) + ash'_ I - .BAN. ,_ �i 0'• DP :' - 2.aao--- E--L .__ sEE SELTDAa --- F "M/NM --r,�a IL ECOINS. GLOBAL PROTECTION PRODUCTS. LLC. a< '' -1y 4in S.R. 51 new .204' " Y I=- --+sN �'a."O�..n- na1L (11e4)9N-76M rFAL•'(W)NO-CM 20-175 1�3 BUILD -OUT F' ©4 BUILD -MLR 'F" TRACK 1©h ®WASNEREQ WINGNUT ,a.,. aa� A. : TRACK ANGLE (ZAMAC 3 ALLOY) PE ��"-�� P.E 1 MEET 2 O 4 CONCRETE ANCHORS_ _ (SEE SO4EKU Doi SHEETS 9 THROUGH 10), EXISTING POURED CONCRETE REWIl 1 v EX NO_2 CtA55 ��1 EX,STM I WNCRETE EOUIRED 1 1 I I 1 I I _ ; _ LBn I SEPARATION TO GLASS. (SEE SCHEDULE I ON SHEET 3) 1 1 O I ) INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANC/MORS LOCATION _TSEE S0EDULE ON ncwtw POURED CWAErr, , SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED. ,y A _&TERNATE LEG ) 1/4- -TM- .. -..-I 1/4114a.,' 6X eotlf •,® AT. a PHaK. Learn 74AG •4F) 1• Ma.. ..._ _ L PANEL. LENGTH (SEE SCHEDULE ON SHEET 3) MIX OF i' MAX. 1 112I/r QC __._- .. I_. -.t ,, \ EDGE OF WAL OR SLAB . z (WT. CONDITION) CONCRETE ANCHORS _ (SEE SM:.---. ---. SHEETS 9 9 THROUGH 1 0) -LD SLUE 3/6-1• F_._... �'- -A' ti- 4a- 40- +---i�M4iµpIaOH ,M"aaLOA a ' ! CONCRETE ANCHORS. -_..__ ; - ' t.- MI- ""At/ VIM • II II" o.c (SEE SCHEDULE ON 1/2• SHEETS 9 THROUGH 10).. I-. I�e�_yta _ _ _ - _} Eb. j II W�NC9�_1° 6 -1,.-_ . � // 1 T 1 TO CLASS. I (SEE SCHEDULE ON I I/. -.-A,' u sa_ Tf 1 -. SHEER 3)_ - ___ I h -- ) Ps Ha1wwFN4A• •l' 11°'. Lam aN r_r PANEL LENGTH 1 IT"7 MASS. 1 MASS I I __ _ (SEE SCHEDULE - _... ON SHEET J) I I / /J%ILT .r% I 1 OF X. MAX. ED 1 EXISTING 04 CONCRETE B REQUIRED. %. CONCRETE AND= / (SEE SCHEDULE GH `n SHEETS B THROUGH i / - O 1 -7--.-.- ----I E.O. i 1 1 j,l%/ / ! PANEL LENGTH / 1 1 (SEE SCHEDULE OR SHEET 3 1 FOR MA. SEPARA710N TO GLASS k ON SNEEF1ry5L (SEE ONSHEET1 1 I v..ffiI• a wean R SPACER lT _ ALA. I _ 1� 6t - R I SQX /I I t ED % SPA sox i OF i• L. /. 11r ._-___ - �� 1 __I -- 15.8-LW>-RM eaR L � C_ _____ I '�AUI}BSI I CONCRETE ANCHORS - • e , ,p• o.c CONCRETE ANCHORS - ---- 1 (SEE SCHEDULE ON r ® (SEE SCHEDULE ON /� _ -- _S - -I SHEER 0 THROUGH 10) SHEETS 9 THROUGH 10) r _! O 2 1/8• LONG MAX. ALUMINUM SPACERS O 6 1//4' O.C. VALID FOR ISMNCR MG POURED CONCRETE ALL DESIGN LD,DS AND PANEL CONCRETE BLOCK EXISTING POURED CONCRETE__LENGTHS PER BEET 3. 11 /� REOtLRED. REOURTED CONCRETE BLOCK 1' MAX. LONG ALUMINUM SPACERS W 12 1/2' O.C. (SEE TABLE 11 ON SHEETS 9 k 10.) BUILD -OUT tOlONG WALL MOUNTING /DIRECT MOUNT SPAC $ OR fl�W SECTION 5 SCALE 3/8-1- SCALE 3/8-1- E.D. - EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS; ( SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 h 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL CND INTO EXISTING WOOD STRUCTURES 1/rr NAG SCREWS • e' o.c W/TO i/4•. LAG SCAM • 6. O.0 W/ 1/2• YM. THREADED Parts M DOSING WOOD HEADER. r; - (a Y1n. a•tl• Y1000 � t I/2' Mm TNEApED PENETRATION MOUNTED MT OR ON EDGE ro E r wO roaD FADER 4 Cwt. I, r S.I.S. Ii j I _ •© CP,W. 614a1' ]. M.S. a EA END OF G) . \ % • FA EHO OF Q 5-.-- ,S , 1 ,QQ i I' y, 1 , '. 11 , .I 14•I LAG SCAM a 5' O.G. w / ,/24 1 -J ,/4'r-2t1.3 4' tetls5 , HEAD N.6. / YI /6 P 3/32' 1�, /2' Wn. THREADED PEHETHA M 10 owl WOW HEADER. (s¢ DDNL A 1A DELON IMIA 1111E - -Mort --- OF EVERY �W�11)N 4 . 5 tYOWU01 MRR'l ® ! GPM. .1 E.� OF (D - 2 9/10• We, I 1/4'0-20,3/4• 7 9/,r - i SEPARATION I Y.S. W/ SEP MT.ON I 1/4'I-2W/: 9 ro CLASS. 7/e•P43/3a• TO CLASS. I MS W/7/6 6.3/37• I WING A)i a I WING NU1 • w EVERT' W. 9 I EKRY OVERUiP .�.. i I -,. - 1 ] ; - - _.... A, - !� P r f I Q# " � I " r X tt r i i ¢ `� ',I 'i I -1 3 0 -'� I _t__�__ I I __ . el i W j a .- 5. W li� 1/4'W MNEN.AIE FEMALE 11 E Z 7Nr as ,.1 NIP PAELwTE PLUS w/ pl 1 4 _4Z. 4' , 7/9' Mn. TREADED I Tt� {SIZE NOTE IA KLOW) PENETRA-1040 12 1/2' O.C. /4Y lK. SCREWS • 6' O.0 W/ ,_�1yn (2) 2•.i f f 2' 41n. MREADm PEHETIAt1ON O M. PUTS REbLPAED M OF PLATE AT SERIES TWO OR FLAT OR ON REOE S2) 14-10 PANEL1k1TE PLUSIWJ ''00Is, PENETRATION • 2 • �o INSTALLATION 000 3 Mn, (2 a•44• W000 rz DGE ALTERNATIVE 2"W M7 OR ON EDOE SCALE ,JAL..;• ALTERNATIVE i" W SCALE 1/4•.,' One X9ffS 1. INSTALLATIONS ARE ONLY NAM FOR BUILDINGS WITH AS.D. DESIGN LOADS u UP TO +6e.0, -75.3 ION AND PANEL'S LENGTH UP 10 S•-ID•. jj2. FOR NF" WOOD FRAME CONSTRLK71ON:, WOOD MEMBERS TO BE SOUDffRN V9• tPE No. 2. W/ SPECIFIC OENSTY OF TIM OR EQUAL INz.)e Z. SE[ �CC6Xdl1Q(Q� AND aEeOWEAE11115 i0R U®OF($TOPBANC�`t 01420W SE1tlESCON[LTNN lOT'PE dNSHEET 2]' ATBO7TOM,CE'ECTIcAA 1tlee7eHEAD���� TOP A BOTTOM MIXAO14M CAN eE COMMAIED N MY C���L��nw WAY ro SUL IVRY OSTALIAI,OO, --SCALL 1/4• - r NOW : SHUTTER YRACS NOT SHOWN FOR CLAATr SINGLE PAN1EiSQ_L1191[Bj= AT TOP OR BOTTOM WITH TRACKS (j OR (I * MAXIMUM PANEL LENGTH 'L+" OR "L-" (ft.) 0 MAXIDESIGNMUM AS.D. PRESSURE RATING ..f. + . - fv ) ( > CONCRETE k WOOD INSTALLATIONS 1 y 2120 12'-O' W-C' 710 W_0" rI'-a' J0.0 tI'-a• To'-6• J3.0 I0'-10• W-0• 40.0 to'-?' 6=41 45.0 r-6• a'-P• sa6 s'-t* 8'-4• no a'-r 6•-0• e0.0 a'-J• 7-7 no a•-o- 7•-4- rao r-6• r-0• 73.0 7•-6' e'-10' 80.0 r-2• r-r 85.0 r-0' 6•-31 Pao 6'-9' 6•-2' Roo 1 6'-9' 1 6'-a 100.0 6•-31 5'-I1' 105.0 W-3• 5•-0' 110.0 - 5•-71 I15.0 - 5'-6• Itsil 51-51 PANELSCI)MMTUNM AT EACH END WITH TRACKS a) _ m. 0 If: DE D.M.. 20, O. DIRECT MOUNTED AT EACH fjol L�tE -; MAXIMUM PANEL LENGTH ®• ® OF 1L..` "L+" OR "L-' (ft.) 0 MAXIMUM ".D. DESIGN PRESSURE RATING I. + ,e - CONCRETE k WOW SWALUTIONS t Li I MO 14•-4' 131-0• 2" W-10' II•-7' JOT) 11'-0• to,-?, AO to' -to' 9'-9• 40.0 91-61 s'-2' 45.0 r-r 8'-7- SOD 8•-7• 8•-2' 350 W-J' r-9• Sao a•-o• 7•-5 no P-81 r-2' 70.0 r-5• 6'-I,• no 7'-2• e•-a• 80.0 7'-0' V-5' no 7-0• 6'-T' solo 6'-9• 6•-1• 93.0 r-7' I 5'-10- 100.0 105.0 r 10.0 115.0 i 1_1 MINIMUM SEPAATON TO CLASS SCNm1AE MAX6UM PANEL LENGTH SPEED i;WIND SPEED 170 m.p.N WIND SPEED > 170 ..Ph (I.) UNRESTRAINED I RESTRAINED Ia1RE57PN1E0 RESTRAINED 30 QI LESS I' 1. 6' 6 1/4' >33 TO 90 I. 1• 7 1/2' t 7 1/2' >90 TO 145 t• 1• 7 1/2• 1 7 1/2' >tM ID 11TaI 1• 1' - MINIUUU PANEL LENGTH 11.1 FOR ♦ GIVEN MOUNTING CONDITION TOP DIRECT 1. •U• 1.5%1.3• ,1„ � rTMGx BOTTOM 11011NT LEADER HFVADETt ANGLE TRACK W I, - ONECT NOWT 46' 12' 32' 36• 55• 60- 50' STUD ANGLE 35' 32• 32• 32• 42' 3r W. •F' TRACK SS• 32- 32' 12' 67• so' 60•W I/.S'Xi.5' 5-1. 32•''60' Sr a8' %OSUM SO' 32" 3I' 36• so as Sd' 2 9/16• Yin. SEPARATION TO a AS5. (&A ) 6 cr•K D.M..Q, ®. __ _ ®Or® 3 MAX 1' MIN. A (SCE OETAM1 1/24 A. HATE IA-W.-OW) I 5 1 1 1/4•r-2A 3/4' OFI/IiEYEFY OVENAP - 1 r ip I � I�1! " r I ; �� I 1/4h-)-n: MI5. a�- 7 1 46- 4• NOTE ,A BELOW) •1/.•. LAG SCREWS a 6. O[ W/ 1 ,/2• Min. M.N.E. PFNDRATXN MW. Z'N• WOOD PLATE REOLArD MT A1110♦_TM 4"W SCALE 1/4•-,' CODE 1 4•. LAG / SOtEK • 6. MO.CV W t ,/7• Mn THREADED HEADER Pd0M1gIH f0 CXr1Xa 1MOW HIEIOEIt. 1 4 -2a.3 r Y.S. CAVW W/ 7/6'a3,a2' "TUG Mn • t2 oC. 4 CeIK. 014A1• SY.S. 1 _y- • FA END OF SEE DETAIL 1/24 A I rr-.W -,- M.S et/ 7/9•.W/32• NUT ,/ ,2. O.C. scores a roc. w/ 3, 1HPIDDED PENETRATION IN O PLATE 2/4 1/4, 3/4, 4/5, 5/5 t 6/5 ANCHORS (SEE SCEDULE ON W/6. 2W/6, 3W/'7 & 4W/7 SHEETS 9. 10 k11) . ___ _-_.-_ ___[_*1/4* _ ___ ____ ---_3* MAX I. 1M -. -r- j r-I--I- r- rT--T -r-rT- ;--r- -jr 1-T-r`r 1-T-r-1I,, -----4--L 7T- 1 - ---.-- ; '1- - ----.I- I-; I _ __ I r - - _1_l I�_.l - P W i N- 1' BOLTED ARE)S 20. v H_t_______ {II(L- / TIED PANELS { '-r'. iECTIONS ABLE)AS / II (SEE SECTIONS AS APPLC48M I I I I i� I, l I II L I I $9 I ` /� I I I 1 L!�- L.-- _--I-1- _- --__ a o o )_, 3' WX -', 2/4 1/4. 3/4, 4/5, 5/5 k 6/5 I MIN' 1 W/6, 2W/5, 3W/7 It 4W/7 ---- - -_ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 &IT)- ----. -- REGULAR STORM PANEL M1 ELEVATION 2.687• N.T.S. 1/A- Max. GM (MUL O.ENAP -1 YIaE AAUAY) "r J_, Is 1/4 �� 1 __/ �/ .- ./ \.r/ MAX. GAP L'J SECTION A -A _� N.T.S. *am (1) L+: MAXIMIUM /LLOFf1OE PANEL LENGTH FOR A GIVER POSTNE AS-0. DESIGN LOAD. L-: MAX MLOWABLE PANEL LUN00M FOR A OVON NEGATIVE ASD. DES" LID. (2) PROCEDURE TO M MOK MAXOUM PANEL LDICIK GIVEN A POSITIVE ASD. DESIGN LOAD. OEFOWK MAXIMUM PAMM LENGTH •L+' FROM SCHEDULE. Cl A NEGATIVE A.S.D. DE72GN LOAD, DETERMINE MAXIMUM FAM LOO67M'L--• FROM SC$DU.E FINAL MAXIMUM AL OONM PAM LENGTH IS ELAN TO THE NUSBBI DETERMINED PANEL LANOM BETt m tr' AND 'L--'. (3) SEE SCHEDULE SOON FOR MIN. PAWL LOOM FOR POROSITY OMIB,OATDN. I XISULLATIONS INTO WOOD ARE LIMITED TO f 95 P•WI. MAX A.S.D. DESK" PRESSURE RATING MMMN9. 10 At 11 F'011 MAX. ASD. DESIO'N LOAT6 k MAIL PANEL LENGTHS fDR * r` y•. %�iCITT n'•. ed'.1. �yrVl� I rAI D. 44167 TATEOF -�i-_- L`. ( ORID►'• ..." 6' -7j,' , HA •• ' V\ �• " n INC. IL ECOING. 24 CAGE G&VAMIZED STEEL STORY PANEL DAWN PROTECTION PRODUCTS. LLC. R SAL el SHUT PNa1E (N. 761�6. 6�Vk'DMiN9-e2P7 a, 1�"' s_ ,-,Y .'I�-~HM_ .NAnAA N-•W-��. CA-C9CRAt WALTER A "An ..nowwol. P C 20-,75 OLWM1 NW _ llllll Y I w ! 3 a He INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES __ ti__ _ I ,. r _.__ _ _ __... T._...-'--- Min. - _...._...----..._. • - I SEPAMTIdI I - TI I'. WOOD ANCHORS -, - SEE LT/65. - 1 _- -( ,/re-3aI• --�_ ,'�EE SCHEDULE ON ti VI i/4b-2D.1' 1 I .U0 ea» I ON SHEET 3) 1 - sa19 •� SWEET I1) I _ _. O; .- .. -_ lI '9 • e ,/4. O.C. L-. __ _ _._-"-,A ' gotN0FI4yIP4 r _ __ ____ (" /.. ,I r] _. Mm. I , tT ..7 WOOD HEADER I _ _ _ t' LENGTH -D� L O' G WOOD ANI.'FKIRS _. _ __ 1 (SEE SCHEDULE RECUR(SEE SCHaEDILE 1 4. / (5HEET 1S 1E ON 01 c-__ _ _ _ __ A- .. .... ON SHEEP le r _N � FACER I OF SPACER i A1/2- TAR' ) U• .I 01 11 •... . - , _. LENGTH- 1 ...._ MAX. 2 I .T I WOOU RHEAOEB... .- 2 1 EOF. it 1 P ' ED 1 - I ___-t 1 -, , j 1 �'-j� 1 1 •XILj --9/�I 1 MAX. LONG ALUMINUM SPACERS 0 12 1/2' I 1 - L/ O.C. (SEE TABLE /1 ON SHEET 11.) 1 Min 1 _� I 1 SEE NOTE BELOW FOR LIMITATIONS FOR 11 SEPARATION I i' MAX. 1 I PANEL LENGTH II I 1 1/2' LOG SLEEVES. 'a GLASS,I t 1 (SEE SCHEDULE 1 SEE SCHEDULELENGTH 1 I ON SHEET 3) 1 (SEE SHEET I _ - i (ON SHEET 3)E _PANEL MATE FEMALE D OR PANEL MATE /spa 1T M n. .A I i i PLUS (SEE SCHEME ON SHEET 11 ) I 1 Q Aea15 " 1 T 1 1 ' I 1o=a1N� laDe -h EXISTNG. 1 N SEPARATION I 2'.4' WOOD - ` -1 -..- --... -.____ _+ GLASS --1 1 PLATE REQUIRED GLASS (ffi _ : i i ON SHEET 3) i q) MOUNT DIRECT W/ SPACER a I I * -- ✓-- ...-- 1 �����' 1-_ O MI I - --� SCALE 3/8.1' 1 SOX !. - I I O 12 1/2. O.C. SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS k : I I O 'L• _ nT I MAX. Ai.D DESIGN LOADS FOR THIS INSTALLATION, EO I MAX. -- I 1 3 4• , I 0 t2 1/2• D.C. _ _ -__ - _. -J _ II I 1 I-- 1 WOW ANCHORS I ,k *)CANE: EO I: - - ._.. __, , STAGGERED W/ STUD ! L _ (SEE SCHEDULE ON I 1P�11A Wn t I I/r LoIG r: SHEET I1) A ow ITN i6'-0' � >)c11p2T: (,)MAX MEAN �LIMITED 61MN 2'.4• WOOD _ MM" C 4 MN M WOOD ANCHORS i,No e A at MINIM MIii, dM PLATE REQUIRED 612LDRP HLDMR OINepIRT epGWD M far 11} - ,' VIM nwHHIIaIOM ro a/rA eNpwm 2•K4• WOOD STAGGERED W/ STUD OR SLEET 3 Ara t RFLLICIO m t r M - i PLATE REWIRED (2) AMMM COM RNLI cO891rHT M D'MR YAC FEMALE r ON �At (SEE SCHEDULE ON UM AS M IOU.ONr I --.. - . .. PAW MAX PAR) OVAL BE ONION MOTION AT a 1/4' aG ` - SHEET „) ,XW.LXa ,M IEXilYC71pM1 /NIL 12 I/r O.G IACIa AMANFD ON L(MSQTQnA• (/) ��P+ .. (3) MAX 24 PAIL PAM Wpm 6 L WU 10 se' A NN ORO" •`. - _.. :. __.._ (2) U%MAY SON PANEL LENCM r SCRI r A SWEET Il). FROM TANGO RAG. ID4TK ALlDllm ON ,x. RECT MOUNT KD I,T ` WALL MOUNTING (3) XMPW PRINT. N TALArM 0 ONLY '•'L I.) 1 1/2• LONG voco emwalon PA PAL t M MCM ON ALTERNATIVE i W sea a AN EXISTING •MOO 71WE WALL SCALE 3/a-1• OUT L M MLAM N Or 11/r LMP VACM N 1n OLY HWIa PN 00 ZONES % 2 AND 3 AS OUtM= Er MINI SCALE 3/8-1- (Q 116a""M VALID OKY FOR sm E-nN sut4m a AA M am ITN E8111OO OF 1 E non" ZONE 1, 3 PER O14DN0 m0E 2 A M" E "N F. A. T/(C/l t!!� i► JCEN ' :;C�T FLORIDA BUILDING CODE Non NN h Vabel HuMcone Zone) '' 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D, 4a n T"M NC. F2, NOTE FOR COMIBATION OF SECTIONS: •• NO. 44T67 24 DACE GALVANIZED STEEL STORY PANEL 1XwN IN: DESIGN PRESSURE TIMING (p.s.l) AND PANEL LENGTHS -- * : * ; * = TOP ,Y BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEEP J (EXCEPT FOR q STATE OFn- - GLOBAL PROTECTION PRODLK)TS, LLC. mR7/ IL E C O LNG. oaE: INSTBALLATION. ANY WAY TO SUIT ANY ALTERNATE 2W') 9� F 4'r 'L' ORID MIT TIT!"I".em s.W. e, sllrm .._ram 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD tj-1. .. - W_ w M vAWr.IILraW n M.A IME. n. an. oM.i•'em>' a'-'N' wnE+ (N4)NN-7e4e• rA1L (Nye•-oN7 20-175 NPP MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC HS/F 11 _•• q1""a w DENSITY OF 0.55 OR EQUAL �n C4-a0e171. �'IW' IIAL1G A. "Aft ., P.E. MF21 , Ole GENERAL NOTES own M■4e R SAFETY A, E-2 NYIe onii f111F1 w. (C) 1. STORY PANEL SHOWN ON TRS PRODUCT EVALUATION DOCUMENT (RE.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4.6 TAPCON ANCHORS, AS MANUFACTURED BY I.TW. BULDEX, INC WITH THE 2020 (71h EDITION) OF THE RDR4A BLALDENC CODE. THIS STORM PANEL SMALL NOT BE INSTALLED AT HIGH - /14-10 PAWUNWTE FFAMAE 10 AND AMELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MMAR-DARE / BRORAAD COUNTIES). - 1/4.0 LAG SCREWS PER N.D.S. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CAGE. FOR A BASIC WAND - 7/16'6 . 5/8• WOW BUSHING. AS DISTRIBUTED BY AL POINT SCREW. BOLT k SPECIALTY CO. SPEED AS REWIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTIOMM FACTOR KO-0.85, LMNG ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS.DJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS 94N1 BE 1 1/2• AND 2- FOR ELCO PANELAMTE PLUS 3. 9 THRU 12 It 17. III AND PAOELWLE FEMALE 10. IN ORDER TO V£NRY THE ABOVE CONDITION, ULTIMATE DESK. i WIND LOAD' DETERMINED PER ASCE 7-15 SHALL BE FIRST AS-D. DESKS PRESSURE RAPING BY. THEM 8, 06 N ORDER 0 COMPARE THESE / ( 5D.) ) ENETRA SHALL BE /2 THREADED MULTIPLYING I T W MAX A, C.2 MINIMUM THREADED P TION OF LAC SCREW INTO THE WOW FRAME UNIT 1 I ' REDUCED IO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 MRII 12 k 17, 18. PENETRATION INTO STUCCO 514ALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. E N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WOAD LOADS WAS M USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) M"WU EDGE DISTANCE OF LAC SCREWS, INTO WOOD SMALL BE AS INDICATED N THIS DRAWING ACCORDANCE MTN N.D.S. 2016. STORY PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PD&IRATION OF WOOD BUSHING SWILL BE 3/6'. 1/4. 6-20 SCREWS USED SHALL BE 1 1/2• LONG MDOMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 10814.01-01 AND 1021SO2-09, AS SHOULD STUCCO EXIST, AND I• MiNn1l1M FOR WALLS WITH NO STUCCO, PER SSD 12-919 k AS'TM E 330-02 STANDARDS, AND AMERICANN TESTING LAB SOUTH FLORIDA REPORT 01123.01-10 AS PER TAS-201 W AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ION OF THE C.5) IN CASE TR47 PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOBOARDS BE FOUND ON THE EXISTING FLORIDA SUILONG COO. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN C.1). C.2) k CAL) 2- ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE MISTALLED FOLLOWING ALL OF THE RECONIMET"TDNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOT. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL GUALTY STEEL• AMU A-653 GRADE 60 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k® SMALL NOT BE USED, STEEL DESIGNATION W/FY. 92.2 kN (AFTER ROLLED). 9. IT SHALL BE THE RESP(NSIGIU Y 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 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY O ATTACHED TO CONCRETE. BLOOD OR WOOD FRAME 9UIlDINGS, 50ta W/ 50 Aid YIELD STRENGTH AND 90 AS, TENSILE STRENGTH AND 514k COMPLY W/ FLORIDA BUKDING CODE SECTION 24/1.33.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90', AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATIVES 1W, 3W k 4W ON SHEETS 4. 5, 6 k 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 36 kilt MINIMUM YIELD STRENGTH. SECURE PANELS WITH MPUCABNE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SMALL BE AS FOLLOWS: I I. THE INSTALLATION CONTRACTOR IS TO SEA,/CAULK ALL SHUTTER COMPONDNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE OUTLINING TO PREVENT WIND/RAN INTRUSION. (A) Tn EXISTING POURED CONCRETE: - I/4.6 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (Min. t'0 3192 P...I.) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4. 6 . 7/9' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED FN THE JURISDCTION WHERE PERMR IS APPLIED TO. - 1/4'6 . 3/4' 501.0-SET ANCHORS, AS DISTRIBUTED BY ALL POST SCREW, BOLT k SPECIALTY CO. (Min F0.3W0 P.$J.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - /14-10 PANELMATE FEMALE D k PANEULATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. - 1/4.6 7ArAC NAAIN ANCHORS. AS MANUFACTURED BY DEWALT, INC. (a) CONTACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SWETY OF THIS PRODUCT AI) MINWUM EMBEDMENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PMELMATE AND BASED OR THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON tHTS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1 3/4• FOR ZAMAC NALN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED A.2) CALK -IN k SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- NtO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SW LL BE PERMITTED. 1/4- 6-20 SCREWS USED SMALL BE 1 1/2- LONG MIMMUM SHOULD STUCCO EXIST. (it) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1 • MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEW, DOWER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WIT!" WING NUTS PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OW FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (.) THIS P-E.D. SHALL BEAR THE DATE .MAD ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A,) AND IN AA2). ENGINEER OF RECORD THAT PREPARED IT. (a) TO EX Sn+G CONCRETE �XY WALL A5 A C-9O 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VS,BLE LOCATION AT STORM - 1/4- 6 TAPCON ANCHORS AS MANUFACTURED BY L T. W. BURDEX. INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BOLDING CODE. ONE LABEL FOR EVERY OPENING. LABEL TO COMPLY WITH SECTION 1709.9.3 Or THE SHAFLOLL �&pLp - 1/4' • . 7/8' CALK-N ANCHORS, AS MANUFACTURED BY OFWALT, INC- NAG - t/4.6 x 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL PORT SCREW, BOLT k SPECIALTY CO p1yNN�M - 114-,0 PNNELMATE FDAAE D AND PANEIIMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PN`�C.[{ MANot - 1/4' 6 ZAMAC NM1N ANCHORS, AS W 40ACTURED BY MVALT, INC k A...._�/r IV S • •':�9 8.1) AtEL40EDWENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZNMC NOUN ANCHOR, INTO THE �10EN,4 BUILDING CODE Nan High VelocityNunieane Zone BLOCK LIMIT SMALL BE 1 1/4'. 2Z ., 1J•.-'4�a' - STEEL STORM :O 8.2) CAL" -W 6t SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO %044 7 ' 24 GAGE GALVANIZED SSTORM PANEL. pg4'A,A,'In. STUCCO SMALL BE PERMITTED. 1/4' 6-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD T EXIST, * (--_�`�. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. =_ -1GLOBAL IL EC O PROTECTION PRODUCTS, I.L.C. R��7�'. /NI B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BONDS BE FW (QR EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P .. ��L •, z,, N -- e e , P Mo9 f.s s1 IL ( , fs '�. ,/ Iw"".,. - M.;-� -PFe N n - µ ' NaKE� (+6O1 5 A FtYF' iN.)aN-62k) zo AMEN JONAL ANCHORAGE SHALL BE AS 1ENDO//ED N B.,) ARD IN B.2). rw-0096TR w dPAr+,Nl11111H PE 1XJL/9PIATAEAM2 MAA4 W4TQ A TAUT Jr,PE fm INSTALLATION INTO POURED ED CONCRETE .111OC VIEPOURBLOCK DETAILS CONCRETE OR _ FOR REGULAR PANEL CONCRETE BLOCK POURED ATE OR CONCRETE OLD" in STRUCTURES QUIRED. fOUREn . RE MO UNTED. LONCRETI ANCIDRS / • % CONCRETE AR0/0R5 S,CWDULi ON (SEE SCMEDU.I ON SHEETS 9 THROUGH ,0) .-.O (SEE .. SHEETS 9 THROUGH 10) - O EXISTING OR -I ) CCONCRETE ONCRETE OOgfD .. O ya'r-2o�,' - 3 1/21 ,�' T.- ,/2•I' 1/4. MALL, REOARED.`-;u*-iM•,IOOtaf '•- •NN���W _ 1 �/ / ....-__.._ _ CONCRETE ANCHORS ..., (SEE SCHEDULE ON ) ED �' 1 / E.D. / � I SHEETS 9 THIOUGH 10 I � I I / I I 1 . 1) 1 Ai)I i 11 I I E I l- - ,W _._ _. __T __ 6i eaA W 7---. A w� 70 GRASS 1 1 pN'Oaa f-6y F IF--. - B A TOGLASS,,' -T--' 91XTf • T -- a a4 1 � 00 7� EU r t , �! I I DCRTIID (SEE SCHEDULE i' Mee. _ H (SEE SCHEDULE I 1 1 ,/ j =-I ON SHEET 3) PANEL LENGTH I 1 (SET SCHEDULE I I ON SHEET 3) ON SHEET 3) I / I I I PANEL Y• MP.. Iw'TO I 1' Mo, LENGTH PANEL LENGTH CONCRETE ANCHORS ! - :. - f. (ffi sCM EDIAE I (ffi SCHEME SCHEDl3R).E (ON (SEE SCNEDOE ON 1 �. SHEETS 0 THROUGH I -O - I ON SHEET J) i_OI _ F 3) __ .L. SHEET - -_L.-.. , SOX .� /� j OF 'L' E EXISTI GLASS N I . -� I EXIsnNG I 1 :, / , - I SOX OA55--y I 1 1 ED `iL .' W •aA•+..- �ji%q y,:-/',%� 1 HOAX. T //� E.D. � j%r%% ( I ) ' E D . I ED j%' I 1;111/ fi CONCRETE OR ; O / I/Y OC t AS N'RICABLE) %i%l- H iFi�.KAM � HEAD g,� 1, %// CONCRETE ANCHORS/ J i 1 ti c• ( -�- -f0-(O-- 12 ,d �E 1 - _ ( / 5NEE75 9 TtMOUGN 10) • Oa + ' 1' Min. - .... I . W/ ®0111 WIEN SOLID _ALTERNATE % LEG LOCATION ✓.,.tr 4 -- O ARE USED k W/ WHEN ._- - EXISTING POURED CONCRETE OONCRM BLOCK ALTERNATE CONCRETE POUTED COWRETE ANCHORS ._.OR CONCRETE HORS � SEC AN REOU91ED. CONCRETE BLOCK REQUIRED. STAGGERED w/ 9mb (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SECTION I 111.2/XE4AQiLjffi� Liff ING Mm MCTU! WALL MOUNT SCALE 3/6-1• sVfNIIUN211HN•. AA+ ER A. J/*(' r ` , '' 3�. CEN FLORIDA BUILDING CODE Non High Velocity Hurricane tons E.O. -EDGE DISTANCE NOTE FOR COMBINATION IO SECilONS. (SEE SCHEDULE ON TOP .t BOTTOM MOUNTINGS CAN BE SHEETS 9 i2 10) COMBINED IN ANY NAY TO SUIT ANY I - 0. 44167 z s * .. • s a9A.. STATE GEC` =�-- � --.- I'll. f/ORID* .. F omo wEoq INC, 24 CAGE GALVANIZED STEEL STORY PANEL IL E C O ENc ILL PROTECTION PRODUCTS, LLC. .ew f.r. f, s,RIEi u. - t r M I.4e6W W MN ARE. FL 333,4 Nwr�i'9n - Q//"MR 20-175 INSTALLATION. y '.. ••'GN /1 •L N.-:Lan -,ea � Af+-ro, no[: (NF)rO-T644 FAA, (N.)eHw.Lrm A0 •AL1E11��7te VL OX ,7-w r f. M![T s Orft Mi INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD �, '.�-: r r _ ._� 7E LEG 4St8' (Mln.) E)OSTNNG W00 - _ _ BEAM R WOED. 7 / A . T. ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY .FOB REGISTERED ENGINEER OR / -- EO I _�j �; ,,< ARCHITECT PRIOR TO SHUTTER , ! U/ `CJ ` II I --, 11 Mn. - INS'fAWiDN, _ W0,00 ANCHORS ALTERNATE WOW ANCHORS - I ,/i.!j NDI AG1a (SEE SCHEME ON (SEE SCHEDULE ON I go -EO+EO- __11f r2 m farW a SHEET 11) SHEET I1) „+ 1 /.'-i". aX " R/ Allr _ / r� t, iJY • 12 1/2. Ot. ' T r J 1MAX __t HOOD HEAOE� i J 1/Y -_---______ -.I 1 _T -- - - .1 REQUIRED - �/�y�F I S -tot' GLA55� `/ 1 W e e Ip• at 1 YYOOD ANGIIORS / A 2 V I I MINA I (SEE S�CHMMULESHEET 111) W I/"V j , O ( _6TSEPARAIDNIT 1 1 SCE 1 I/. -.- I ON SHEET 3) . I p W 1 Min SEPARATION TO GLASS ". A6a,s -.-. �- - ---=t j. - At roA RILL r (SEE SCMEDIAE ON SHEET 3) I ,4 I: 'L' MAX. I I IEMnH O.Ot 7.4E 1' MAX. i_ - 1 , Q OVD� PEEL LENGTH I _ _.- _.._. PANEI. LENGTH . 'I'-_ - :r. - WE -,MILL (ffi SCHEDULE 1 UM N 00 7-il GH SHEET 3) 1 I (SEE SCHEDULE EXIST 1 I A_-_ _ _.i _ ON SHEET J) G1A55 �_.. �- _ __-. I I SOX 11 1 ._(j) OF ' OF -L- 1 I :L to MAX. j M I 1 4 L-J ,. 1 O 12 1/2- O.C. I _ - -1 - ) i 1/Y 1 NO FINRHI : ! T V4•F-3ae'. �� I'I IAD SUNDAE 1__ -__ _- -_ 1 __. ! tT .� 4 W e; ,/ Mac L-L`_j \ - . WOW - - - - 6fCK• REWIRED R•rE 4� PIJ'TF�✓ WOOD ANCHORS .� - -,_ WOOD ANCHORS ''+ _ -. I ON (�D 15CEDUlE I (SEE SCHEDULE OR -. ._- _ 3/4' __.._ _ ) SWEET I1) __-"_ _. _. _ _-.___ 'IL '..._.---2• Min._ - - CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/6.1' aN11N SCALE 3/a.1' L'r it T/ JoIl tlQ1E5 NOTE FOR COMINATION OF SECTIONS: 1 *:: No. 4416E FLORIDA BUILDING CODE Non h VN4H:I Hurr(cane Zone ). INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. i ' TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (pp.e.F) AND PANEL LENGTHS ? •q STATE Oi HMox Tina Nc 24 GAGE GALVANIZED STEEL STORM PANEL �'�: COMBINED IN ANY WAY TO SUIT ANY ? AS PER SCHEDULES ON SHEET 3 =P•'' INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4 04i:- f1 : 4y c.._ . % 0 - M/3.M _ MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC GLOBAL PROTECTM P�D�•�+ �'• a'MDENSITY -�.��_ - .m OF 0.55 OR EQUAL. a/ORAL E .e6o 6■. 51 11RtET AN„1H j1LAM4A -NL 4M s 1tIr4 wAA•R, n aw "'N' n_ MI 20-175 I"1-".. pMI eH_,m . a , aA8 eH- AM ITIT AL (164)M-,SW FA, (S4yM-Ae7 ' .• A-0am s a. awls - - a/ra - IL 9Ml/9aNATNE/OAt[ rA'�Ir1N wLo , 141E N.,,PL 4u x-w sm 7 IN is O N = C/) ­0 j (L) -c -6., :3>` N Q O O a .CM M U -p O Q_ � C O � -0 � O 1u 70 -= '�^^ V' -0 C C LO Q - III O O M LL O > .N N i O L__ 0- = Iiiii- Cu -0 .� 60/•� V�/J CL Q N O CV _ N _. N 'O , W 0- -5 = � V , CO _ �� x W d .I`r (A O - C�4 L VT C C) M C`J X 3 L17 w W aT OLT --. •Q = . 3 M i+s Y • Iv rI L3 0) =© RO ::- A a O u O Cn a) _a) cu U) CL CDL (D U =3 M O " a- V a) CIO Lu = Q Z Z Q J d SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL n SYSTEMS It 1 L -_.13 •© � '® OR `^^^�'• OR 2' Y 093' 3105 N-14 OR ' 1 VANES i O ® Y.4• loon nb" 5063-TS ALLOY COKI. ALUM. s My) 4 REOUOED ANGLE rRH ,/a•• . , 3p' j 1 - 2 1/2- \ TAPfoN a 12' O.C. POURED CONCRETE. CONCRETE ,_ •l%' Yh. \ @LOCH OR 2•.4' WOOD FRNI[ - HNXIaED i 1 ,/.•.. , 3/•• LVCON x 1 2 REQUIRED �KCREfE ""'^ -' I (_. AN01dR a t2' o.0 / ' - Y n -_. Y.r ,ACQUIRED FRAME L fl OR® r, HALF A410 L7/r AaEI I 1 !'YAPCQx 1ANCM� I L .- 1' K j • 17' OANVARIES I Y . 2• ..053• TO I— �' LOWKIN � /. O ' Y MtM 2' Y . I1OR CGI(f, 87< L <'I.E IA.. ` AWL. ANKAf OR 0W 3105-41e4 SEES POUE0 CONCRETE. CONCRETE 2' X 4' X .t25' �!• 1--�---- 1 1- IRACx METAL NIA. BOn PLATE ROIX OR 21C WOW FR4Mk. 31p5_N14 DR 2 1/7. - O L KTYP) O REQUIRED 0013-Te NLOY ' i -. 2' - 1 /•'T ---- - -.J ENO.- CAP 1/4' • BOLT 4' . C ..07Y e 12 OC.-1105-K14 ON 906.1-T$ NLM W/0"Hut CHIL Hum. ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4--1- SCALE 1/4'-1• SCALE 1/4•-1• SCALE 1/4•-1- \ SOD -SET OR CNII-w Oft ELCO POURED tXXCAEE, _. .. TRY Ai ". to OAtOQMAIE 1.5X '- FQURED :� `l 'O •® OR STyEE� (MN. PANEL - COICRETC iOCtL VARIES 1 L O ® WOW SIDES OPETOD SCHEDULE EN SHEETS 9. OVERLAP B� ,\ ` rN• t1000 flfAMIC S- =4i ERN[ REQUIRED AS APPLICABLE OPENING W9 M) CONCRETE CONCRETE RaOtPMD \ '. - OP 2'N' WOW FRAME I \l •• \ • ~` •\ \\..\. ` REQUIRED ,:\\ \�`\\�� 1 1 3/4" wo.. VARIES 1 _fl • © . _ l% ..- \% Ript MT PARALLEL m r•• M. I tau tHEwt [U ETD PANEL) X - ILO. DISTANCE 1-_FYP3 -J y.,HNN CASE G (PLAN) ' /4►-a :�:�IlAill OO ---- w� IRRT 4 mHr SCALE 1/4--1- VALID CERTIFIED PA EL INNSSTALLATION AT WALLS WNT INSTALLATION ONLY k N0. 44167 •'; SURFACE LEVEL VARIATIONS WITHIN 3/4- i FLORIDA BUILDING CODE Non High Valoci Hurricane Zone) CASE E (PLAN) CASE F (PLAN) -^ �►�^ 24 GAGE GALVANIZED STEEL STORE/ PANEL SCALE 1/4'-l' SCALE 1/4'-1' O.I`�;.'<<DR10�' ���� DWM WY '4, ,r' • e1M/Nto AT7Ci ...•' _ IL EC O ENE. GLOBAL PROTECTION PRODUCTS. LLC. WX A AyrTwm a 4em SW. CI STOW am >rw a r 3r ,41rw {Meow K aNr arnE, n. 3Ut4 20-175 w..: OIW OI-4r . W.: PNU m-1aK NNOIC (N47NN-7SW FAX: (004)NE�711 ' DHIORm w tI w r PL Yx./lWNnTE/O41E WLTG A Tort A, PL m,*w tREO e a Is N MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL_Gii INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL tOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AID. DESIGN PRESSURE RATING (P.O.r J UMMIUM ANCHORS SPACING FOR CO. - AS SHOWN ON SHEERS 8 k 7 APPILgM 7p ANY 'U OFT3� PAW LENGTH l' TAPCON LAO SCREW PANFLATE FEMALE10PLUS PANELMATE W000 p 13' 13 ' 13• 13• it Y (10P) 13- Ir 13" 13• 13' 1W (BOTTOM) 6 1/2' 6 1/2' 6 1/2' 6 1/r 6 ,/2- pw (TOP) 12 1/2' 6 1/4• 2W (BofT.•) S'-0' IR a- LESS 0• - A (eDITOM) 13, 13• 13• 13" I3' 4W (TOP) N3. -45 OR LESS 13• 13 13' 13• 13" 4W (BOTTOM) 13' tr 13' 13• B t/2' W (TOP) 13• 13' 13, 13 6' N (BOTTOM) 6 1/2• 6 1/2- 6 1/2' 6 1/2' 6 1/2' (iW) - - 6 1/4' ,2 1/z' 6 ,/4• (BRIT.•) >e•_O• TO 4 1/2• 1' 6 1/2- 6 1/2• - (TOP) 14'_4- 70 //2• 9 1/2' 12• 12• 4'41(TOP) 13' 1 1r 1 13' 13 B 1/2' 4W (BOTTOM) • SEE TABLE #1 FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ®IS' USM. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AS.D. DESIGNPRESSURE RATINGTAPCON MAXN/UY RECTORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 k 7 APPLICABLE TEIO I k ANY 1 1TKN LNAXYAIAN PANEL tEtrrH (it) lAC SCREW PANELMATE FEMALE 10 PANELMATE PLUS 1900E pySl,pyG IS• 13• 13• Ir 1]- iW (LOP) IJ' 13' 13, 73• 8" IW (SOTMU) 6 1/2' 6 1/2' 6 1/2' a 1/2' 6 1/2" (TOP) - - 8 1/4' 12 1/j_ 6 1/4- 2W (BOLT.•) SIR 7' 7 +/T 8' 6' - (7DP') LESS 7 1/2- a e' !• - 3W (BOTTOM) I3• 13• 13• 13' 13" 411 CRIP) t43. -43 TO 473, -73 13' ,3' 73 -- 1J" 13' 4W (BOITOI) 13• 113"i7• iS' f0" 1W (top) 13• 13• 13" 13' 6 t/4• 10 (BOTTOM) e 1/2• 6 1/2• 6 1/2• 6 1/2• 6 1/2• iw (EDP) - - 6 1/4' 12 1/2' 1 B 1/4' 2W (BOR.•) >3'-0• TO 4 1/2' S' 7 t/2' 7 1/2' - (tW) Y_S• r S 1/2 a B' - 3W (001TOM) t]• 12' 1 13• ,3 S 1/2" 4W(i0P) lr 13' 1 I]• 13' to, pw ( rmm) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SP� IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAKE /i e A.S.D. DESIGN LOAD MAXWA PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO GO PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS & W/ SP#fAiAHyg 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON - _ 1EX im POUAEO 1/4.0 TAPCON ___, �OSiMq POURED ANGLER e Y OC. / CONCRETE OR CONCRETE BLOCKANCHOR 0 9' D.C. / CONCRETE BLOCK REQUIRED. REQUIRED. MAX ED• R E.D.- j j//�� , 1 ) v 9 1 1•-SEPARATI I BtISTMG-R ,i _ t 4 eavlr � TO GLASS. 1 4Y-e6n• S - f I 1 giros 'r•67 1 I 1 .L. 11et A I H 1' MAX B 6 1 4._ _ - �• 1 111 ' PANEL UNGTN ' US, ON (SEEPANEL 12)ELEVATION_ T-_ ON SHEET 12) 8--3[PARATI01t 1 - __. —_.I Y TD LilA55. 1 B I U2or J EXISTING POURED ED* / + CONCRETECONCRETE OR REQUIRED. j I e 1/Y DC 1 I sr- 1/{'0 PNIEIAATE PLVi Ls AN1740R a 1z ,/Y oPME c. SEE Rem /6 • is FOR ANCHORS TYPE a SPICING FOR YOTAlU110NS INTO WOOD FRAME BUILDINGS. 1At/OO ANO" WWCWU AND lift" Off DWANCE ARE I DRATID ON TIPS SCHEDULEFOR ED. LESS THAN INDICATED ON SOIMIAS REDUCE ANCHOR SPACM By M WPLYN6 SPACM SIC" ON SCHEDULE Of THE FOLLOWING FACIOW FOR INS OPOATIOI TO BE POSS M RmUIQD SPACING OerIWED USM FACTOR ROLL NOT BE LEA THAN UNAAA SPACING .mrATEO FOR ECH ANCHOR TYPE ON THIS SLIMIAD. 1/4'. AND" vm _,,.•. ➢VmH PLUII UNRRA . ANCHOR SIM N9 00 3 3 •MWRIOOO oMOOY 0U 3 ] 3 3 1/2 MRAINra W GAMY w ea AOIR Olt mwIR Ray NOm011 /2 W —2 11r. - - - W 1 -- �' —_- - " 3 , • EXW COIL REOL CONK t/4.0 PANELMATE ANCHOR (BEYOND) WALL MOUNTINGS SCALE 3/8-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (f) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. PRESSURE (p.4.t) MIAXMRM ANCHORS SPACING FOR MN CO. PER SCHEDULE BELOW APPLICABLE TO SoCTIONS MAXIMUM PLEMGiN (w) MAX. A.S.D. PRESSURE RATING (p...r.) MAXIMUM ANORS SPACING FOR MN Co. PER SCHEDULE BELOWDESIGN APPUC+BIE YADYUM G�IH (R) TAPCON SOLID -SET FEMALE D PLUS ZAMAC-NAAN CALK -IN k � TAPCON SOLD-SEt EE C PAa�1E jA11AC-IINLm CALK-INRATING k �, mANE­ "XIM m m m m m OF I mocz= 70 m OaDvemomm m to To a I +U- 45 LESS ,r 13- i3• ,r u• 13- ,r Ir 13.] ,Y 13" t (1W 5'-6' OR LESS 4 �-•S ALES, _Be r 1 1 11 2 1 OR '` 13' 13' 13' 13- tY 13• 13• 13- 13" 13• 13' 13• 1 (BOTTOM) 13" 13' 13, 13' 13• 13• Ir 13, I]• 13' 13" 1i 1/2 1 (BOTTOM) 1Y 13' 13' n' 13• U' 13' i3' 13' I]• 13• t!' 2 (TOP) 7J' 13• lY 1Y ,r 13• tY 13- 1Y 13• 13• n t/1 2 (TOP) 13,13• IJ' 1S' 1]" I3' 13' lJ' tl' 1J' tJ' t3• 2 (sorrow) t3' 1J' 1r 1Y 13' 1Y tY 1r 13' 13' iJ' 1 t 7 / 2 (BOTTOM) 13' 13• 13' IY ,Y 13' Ir 13• 13' Ir 13' Ir 3 (TOP) 13' 13' 13" tY 13' 11' 13' 1J' 13' 13* 73" 11 1/2 3 (1W) - 12 I/2'tt 1/2 8 1/4• 5 1/4. 12 1/2 12 1/2 - - 6 1/4• 6 1/4" 3 (801TOA) - - 12 1/2.12 1/2 6 1/4• 6 1/4' 2 to 12 1/2 - - 6 1/4. 6 1/4• 3 (BOTTOM) 8• 8' e" a- a• a• M 8' a• a' a' 7 1/2• 4 (TOP) 8• 5 1/2" 8" r 6• 6 ,n• r 7 1/2' 8• 8• a• e• 4 Crop) e' B' 8• - 5• - e' -_ e•_ - • (9onDM) 6• - e• - a• - a• - 6• _- _ e• _ - • (e01T01E) 13" _- 13' _ 13' _-_ IS' 1J' _ Ir 13' 13' t]• 1]' tr S (TOP) 13• 13' 17• Ir Ir 13 t3• Ir ,J 13' 11 f/7 Crop) U• 11' 13' t]' 13' _U' 13' U' 73' _ 13' U' U' 13' S (BOTTOM) 13' ,]• _13, IS' 13' ,Y iJ' tY 13' tJ• tY iJ'(BOTTOM) I Ir Ir I 13" 13• 13' 13• 13' 5 (TOP) 13• 13• 13• 13• 13• 13• Ir 13• 13-Ir 13- _ - 6 1/4• 6 1/4• 6 1/4• 6 1/4• - - - 6 1/4' 6 1/4• 6 (B0T7--) - - 6 1/4• 1 t/4. 6 1/4• 6 1/4' - - - 6 1/4' / , 4- 13' S' 13• 10 f/2 Ir r 13• 7'7 1/25 1/2 13• / 1/2' 1 (TOP) >5,4, TO 14 4' iJ' 6' 13' Ir Ir a in' 13' 8 1/2' 9 1/2• 5 1/2' 13' 5 1/2' I (TOP) >5'-0' TO e'-b' Ir 1 7• 13' 1 13" Ir 9 1/2 13' 9 1/2 10 In 7 1/2 13• a• I (BOTTOM) 13• 7 ,/Y 13" 13' Ir 10• Ir to' it. a• ,r 6 1/2. 1 (BOTTOM) 13• 5' 13' 10 1/2 tY 7- 13• r 7 1/2 S 1/2 it 4 1/7" 2 CTOP) 13• 6' 13• 13' 1J' 8 1/2' IY 8 1/2' 9 1/2' 6 1/2' 13• 5 1/2' 2 (TOP) Ir7' 13' I3' t3" B 1/7 13• 9 1f2 iD In 7 1/2 13- 6 1/2' 2 (BOTTOM) I3' 7 ,/Y 13' 13" 13' to' tY 10, it" 1• t3' 6 1/Y 7 (BOTTOM) 13• 7• 13• 13, 13' 9 1/2 IY 9 1/2 10 In 7 1/2 13' 6 1/2- 3 (TOP) 13' 7 1/2' 13' ,r 13' 10' lY 10' It* e' 13• 6 ,/Y 3 CTov) - - 12 1/2. 12 1/2 0 1/4• 6 1/4. 12 1/2. 6 1/4• - - 6 1/4• 6 1/4' 3 (BOTTOM) - - 12 1/2'12 1/2 6 1/4- 5 1/4. 12 1/2-12 1/2 - - 5 1/4• 6 1/4' J (BOTTOM) 7• J' 8- 5 1/2' 7• 3 1/2" 8• 4' 4 1/2' 3' 6 1/2' r 4 (TOP) 7 //2' 3' 8' 6• r 4- a• 4• 4 1/2- 3 1/2• 6 1/2• 3• 4 (TOP) 8' 5 1/2' - 7 1/2' 4 (BOTTOM) 6' 6" 6' 8" 5 1/2' 7 1/2• 1 (Borrow) 13' 7' lY 13" 13• 9 1/2' IY 9 1/2' 10 1/2 7 1/2' 13' 6• 5 (TOP) 13- 6 1/2' 13' 13' 13• 10' 1r 10' it" e• IJ• 15 1/2' 15 (TOP) 13" 7' 13' 13' 13' 9 1/2' 13' 9 1/2• 110 1/217 1/7' 73• 6 ,n' S (Borrow) 13' 8 t/Y 13" t!' 13• 70• 13' 10' 11' e' 13' 6 1/2. 3 (80TTOw) ,0 1/2 13• r 1]' 7• 7 tn' S t/2' 13' 4 1/2' 6 (TOP) IJ' 0' 13• ,J• 13' / 1/2' Ir 6 1/2• 0 1/2- 6 1/2' 1Y 3 1/2' 6 DOB) 6 1/•• 6 1/4' 6 1/r 6 1/4• 6 1/4• 6 1 4• 6 (BOTT.-) 6 1/4' 6 1/0' 8 1/1' 6 1/1' 6 1/4• 6 f/4' 6 (IDTT.») SEE OIELT I FOR ANCHORS I"[ At SPACING FOR INSTALLATIONS NTO WOW FIBRE BUIIMM • HR1N.W AMD" SPACI CS AMC 1NYUM EDGE OGIANCE ME 61WMED ON THE SCHEDULE FOR ED U6S THIN 09WAIM ON SCHEDULE REDUCE ANCHOR SPACING BY IµTIPLYNG SPACING SHOWN ON SCHEDULE BY THE FOLLOM4 FACTOR& FOR TWO OPOATM m BE POSSIBLE. I®UCED SWING OBTAINED USM FACTOR POLL Nor N LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR WPE ON THIS SCHEDUL 1/4•4 t/4. 1/0. I/4'0 1/4.0 ANCHOR T1lF iMCON tINPNr wAOMIa[ DwNc-NMr Gu-W - -MINIMUM MOOR SIIAOIC (h) ] 3 ] 3 3 ,/2' 2 1n MINIMUM DISTbIO RA) ead 3 3 1/Y 3 1/2, 1 3 1/2 3 t/2• ACTUAL WGIE Down FACTOR _ _ _ ,m y .. HXsO on - - oe3 - SPACINGS ONLY VAUD WHEN fS USED. SEE /1 FOR MAX. A.S.D. tiT4GDfs DESIGN "M & MAX PANEL LENGTHS WHEN SPACER 6 USED. 3- MAx. D.M.:O' ' 1" YN. OorO O O O O O 0 b DUAL A DESIGN LOAD Wmum IFNGiN�� 40 PSF OR LESS 6'-1. > 40 PSF TO SO PSF 6'-2" > 50 PSF TO 60 PsF 5'-10' A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W//" SPACER AT 12 1/2- D.C. FLORIDA BUILDING CODE (Non h (SEE SECTIONS 6 ALTERNATIVES ON SHEETS 13, 14, 15 r*R-IA/13, R-2Aj13, R-3A/14, R-18/13, R-28/13, R-38MAIL/14, Y L R-TAW/15. R-2AW/15. R-SAW/16. �R-iBW/15. R-2901/15. R-38W/16. t• -� i L/2 1 /4'0-20xl' S.S. BOLTS W�@ I USE FOR PANEL LENGTH MAX. OOVER 7'-6')O PANEL LENGTH . ..REGULAR STORM PANEL , REGULAR STORM PANEL R-8• • NO.Q -40.0 W+F. _ (W MD PANEL T) / aYERLAr BOL _______I LIFE SAFETY ORM PANEL - Yi• • ♦SD.O. -54.0 pwf. (W/O awaAP IRO PANEL LENGTH BOLT) A • A USE 2'-8' INN. PANEL LENGTH 1/4.0-20.1- ,. - _ . _ _ _ _ . - _ . - _ - _ _ . _ - -_ -- AT ALL MOUIR14S S.S. ears W�I AT EA OVERLAP" :ir - ' • 6' ii - _T I _ .____. _. ___ _ ___ _________ _..___ 6 NOTCHES AT STUD __._+.___ , - LOCATION 0 LIFE SAFETP 2� , PANEL BOTTOM CORNERS i O D.M..�. OfO WIND NUT AT EVTCDIAC __NAG lA1T AT - 3• INNf. LEFT PANEL EROJ.iL1LYJ] RIGHT PANEL 3' YAX: f INSTALLATIONS ONLY VALID FOR N1Np t' AWN. R-11A/13, R-2A/13, R-3A/14, R-119/13, R-28/13. R 38/14, I' MIN.' SPEED UP TO 170 In.p.h. R-1AWj1S, R-MAW/iS, R-3AW/15. R-19W/15, R-28W113 R-3801116. -_-ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13, 14. 15 k16)- __. _-__ ............... _... - - - 1/4' MAX. GAP LIFE SAFETY STORM PANEL n ELEVATION (t) O 2.66T SCALE 1/4"-1" REGULAR _ O REGULAR -- STORM PANEL (ML OEI1M -t LOBE WILED STORM PANEL /4• NWT. CAD ,.LC ••'•.. '97,'. t �rw.L --- , LIFE SAFOY PANEL 'O T * = - ' * ' FLORIDA BUILDING CODE Non Ml h Val"ity NurrtrnnN �Qg �F1 :��ORIOL k�QF mm9 nROo WC. 24 GAGE GALVANQED STEEL STORM PANEL DRI I L E C O GLOBAL PROTECTION PRODUCTS. LLC. 01� SECTION A -A G- - .eon S.W. 51 STREET llr ti r 1M WOO SNOW, R iN� 1121. SCALE 1/4"-1 • � j�-7'�'G•i Ir . OIW m,-,m . : KWO P-,m nAOIE: (eN)w-T-? 6WKa fNc (1L94NeO-6n7 20' INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO WOOD STRUCTURES • , iII II WOOD NFADHEADER WOOD HEADER _ 1100E HEADER � _ i;WOOD HEADER - X/ OURED T -REWIRED REWIRED •!-ifEWRED II: / / .. : 1//{•0 TTPC0I1 1/4'0 TAPCOI _ �4Y TAPCON 1 4'1 TAPCON _ANCHOR NSTIOt '. I • 9' • 9. O.C. i ANCHOR • Y O.C. e 9. O.C. (/ jam) 1 1/2• ,/.• 1/4, 1/2' 1/4• ..� 1/2 1/4. VAX._ wAE---- MAX -- -T — —1 l / Mel Yin. Li ' -Aft EXMS1.9 ,' 1 5A1AR73 ►I tl- Y' '._ N G H0 f- , - 06S lot w61 pEX�S•W I a _. - 1/'- -/ I CIE Ra Ma 7�7 e lama o,017-6'j MAX N ±__..I PAN) LENGTH N 1 _ ___ _ -._ D I tI 1• M PA/El LENGTH _ -_ ON SHEEP 12) it —_-- ... __ I wac i. _ T ___L-_ 6. PANELNATILENGTH / (SEE 6 `' _---- --'--, _ I Y 1 (SEE ELEVAt1oN N 1 LENGTH _ _ _ _ ELEMl1ION 1 ELEVATION .I SE ( --._l ON SHEET 12 -----�.. _� 8__ '... SHEET 12N pON SHEET 12 ) ; p ; O 11 1' mi, nL.��ip•.R I B Y MN1.-.-_T-_.7 It - -SEPARATION- TOOyL�S.. - i O L/2 6`•-SEPAPATION --O i TO CLASS., - 3 Y I'm.. I O 0 1 1 TO CLASS. p O s^SEPARAIIIN it.6• 1 �2 IsTO GLASS. + 03 • �7�j�, N .y ocj Imo- EO i / ! _ ocj 'IrEO ' Ell. __ _ , i Ad YS Pala W 2 4' 2ayTp�D IAq ,' i• 12 0 , t/4 I' I/2' oe ! _ Y TAPCON - _ 1 a•0 TAPCON REQUIRED 4 _�4-r TAPCON yx4• WpQp _- 4-0 STAGGERED W/ STUD STAGGERED W/ SND TAPCON i ANCHOR 0 9' OC. 1{I ANCHOR • 9' O.C. I ANCHOR O 9` O.C. PLATE / REOLMED I ANCHOR O.C. WOOD __QTEt hATE1 -- - - - REQUIRED ' '- .. REWIRED fit - ALTERNATIVE PANEL O LIFE SAFETY PPANEL V��� O- LJF ENflWaL WALL MOUNTINGS WALL MOUNTNGS SCALE 3/e-+' p. T11 SCALE 3/e-1 y(�P • •'• GEN FLORIDA BUILDING CODE Non High Velocity HurrlGone Zone t°'re 1L164 INC. ly 1. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN .44167 _ 24 GAGE GALVANIZED STEEL STORM PANEL DIVOK p,, . PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS * . * m/27/26m PER ELEVATION ON SHEEP 12. % ,•q STATE O - --�Y_ -�`> I L E C O INC. �+ P�M. LL•C• WE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ij,'9'•, R-. - e 4e00 sr, at S11WET MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC O,4•' . �DR1O SCj'L.st'Z<J a AMR HY t41 ,Iwwl oW Wane 0A1R• ti'�14 20-175 IH (9064 -...x A...44.� DENSITY OF 0.55 OR EOUAL S� • •' 1 ALP N Ir : aN0 ol..r Ir : KSW FH- a . Frwr rTN0. r` (N+)m-aTBT oRW10 Ro: 1. r I.Y. & LAW PL °I• tIMON1•. R WALTER S M Is W In A. 7 w MAXIMUM A.S.D. DESIGN PRESSURE RATING _(R•,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) YA1L A.S.D. HRE RATING MAXIMUM ANCHORS SPACING FOR MIN Co. PER SCHEDULE BELOW APPLICABLE YAXNaIM PANEL LENGTH (ti) MAX. A.S.O. DESIGN PRESSURE RATING.. MAXIMUM AN04M SPACING FOR MN EA PER SCHEDULE BELOW APPLA:ABLE k ANY PANEL LENGTH (n•) TAPCON SOLID -SET P ID PLUS 2AIAC-HARM ONX-el k ANY TAPCON SOUD-SET FEMALE D n� IA AC_NALm CALX-IN m m 70 m'CO to m OF THEM m m m m m m 0 OF THEM >+65, -68 TO 475. -75 tr II u' u' 3' ,3' IY u' T 2' 1Y /o i (TOP) 5,-5• OB LE95 475.-75 1Itk-II96 t3" 5' fY 10 1 u e ,/2 tY 6 I/Y 7 I/7 s 1/Y 13' 4 t/2' , (TOP) OR LESS 13' it' 13• 13' 13' IS' 13' /3• 13' 12' 13• to' I (BOTTOM) 13' 6 1/2' 111 tr 13' /' IY 9• 10' 7 In 13• Y i (Borrow) 13' it' 13, 13' 13• IY 13- IY 13• 12• Ir 10• 2 MP) Ir S• 13- 10 1/2 13- 6 I/2- 13• 6 1/2' 7 1/2' S 1/2' 13, 4 1/2. 2 (TOP) 1,• tr 13• 1r 13- 13' 13' ,3• 12' ,r 10' x (BOTTOM) 13' Y IY Ir Ir 9 1/2' ,r 9 tn• 0 t 7 1/2' 13' 6 1/2' 2 (BOTTOM) 13' it' Ir 13• 13• 13• tY Ir 13• 12' 1/ 111 13 (TOP) O' r lY U• ,3' 91 2' / U' 01 2'l / I o n 71 /2' 11• 6' 3 (TOP) - - 12 1/2'12 1/ a 1/4' 6 1/4- 12 1/2.12 1/2 - - 6 1/{' 6 T/{' 3 (BOTTOM) - - 2 1/7 2 to 6 ,/4' 0 t/1' 12 in' 6 1/4' - - 6 1/1' 6 1/4' 3 (BOrtOM) 8' 3' a. E' 6` 8' 6 t/2' T S' i' 4 1/2. 4 (TOP) 7• 3_ e• 5 1/2' 7' 3 1/2' 6' 4• 4 1/2' 3• 6 1/2' 2 In• 4 (EDP) 1S' e' 8 e - 4 (BOTTOM) - 6 t/2 _ 6• - IV - 5 1/2' _ - r—(BOTTOM) 11' tY 13' 13' 13' 13" 13• 13, _- _ 12' 13' to' 3 (TOP) _6_ t3' 6 t/2' q' tY 1Y 0' I., 9' l0' 7 I/2- IJ• 6' S (TOP) t3' tt' _ I7• t3' 13' e3' tY /]' lY tt• --t 3• 10' 3 (BONG) 13' 7' 1J' 1]' ,Y 9 tn' 13' 9 1/2' t0 ,/2' 7 t/2' il' 6' 3 (YIOTTOLN) 13' 1,' 13' 13' t3' Is* ,]' _ iS' 13• 12' 13' to" 6 Crop) 1r 5' 1J' 10 1/2 tY a tn' tY 6 t/2' 7 tn• S 1/2• 13' { ,/2' b (TOP) - - a 1/4' 6 1/4' 6 1/{' 6 1/1' - - - 6 1/4• 6 1/4• 6 (BOTT.•-) -.- _ 6 1/4' 6 1/4' 6 1 4' 6 1/4' 6 1/1' 6 1 4' _ _ 6 1/4• 6 1/4. 6 (WIT••) 1T 7 1/r 1J' U• Ir 1W 13• to' it' a' IY 8 ,n• 1 (TOP) >V-6• TO B'-O• I3' Y ,r 10 1 n 13' 6 1 Y / 13. 6 , Z• / 7 1 n• 5 1/2• 13• 4 ,/2• , (TOP) >s -s TO Y-0- 13• 7 I/Y Ir 13• 13• 10 1/2 U• ,o 1/2 1, 1/2' 8• 13" Y I (BOTTOM) 13- 6 1/2• Ir 13• 13• 9• 13, 9• 10• 7 1/2' 13• 6• 1 (80ROM) 13' 7 1/2' 13' 13' 13' to- 13- to- it- a- 13" 6 1/2' 2 (TOP) 13• r 13" 10 1/2 13' 6 1/2" 13' 8 1/2• 7 1/2' 5 llr 13' 1 1/2' 2 (TOP) 13' 7 1/2• 13' 1J' 13• 10 t/2 t]' ,0 1/2 11 1/7 a' 13, r 2 (BOTTOM) t3' Y ,J' ,l' 13' 9 1/2' 13• 0 1/2' 10 1/2 7 t/2- 13' 6 1/2' 2 (BOIIOM) 13" 7 1/2' 13' 13' 13- 10 1/2 13" 10 t/2 11 1/7 8• 13• r 3 (TOP) 13' 7• 13" 13• 13' 9 1/2• 13• 0 1/2" 10 1/2 7 1/2' tY 6• 3 (TOP) - - 12 1/2' 12 1/2 6 1/4• 6 1/4' 12 1/2. 6 1/4- - - 6 1/4• 6 1/4. 3 (90TTOM) - - 2 1/2-12 1/2 6 1/4. 6 1/4' 2 1/2' 6 1/4• - - 6 1/4• 6 t/4. 3 (BOTTOM) 7 1/2• 6• 7 1/2' a• e• 4 1/2' 5' 3 1/2• Y Y 4 (TOP) 7• 3' /" 3 In' T J ,/Y 1' 4' a 1/2' ]' 6 In' 2 1/2' 4 (TOP) r - 1' - B' - 6' - a' - (eDrTGM) /' - a 1/2• - 8' - Y - 5 in' - r -_4 (BOTIDM) 13' Ir 13' t0 1/2' 13' 10 1/2-11 1/2 8• iJ• Y 3 (iW) 13' 6 t/2' 13' /3' 13' 9• 1!" 9' 10' 7 ,/2" 1J' 8" S (TOP) 13- IIII-Iln' 13• IJ• 10 1/2 13• 10 1/2 11 1/2 1' ,7 7' S (BDTraM1) 1r 7' 13' 13, 13• / 1/2• 13' 9 t/2' 10 In' 7 tn' 13" 6' 3 (BORON) t]' tY 13• 10 1/2 13' 10 1/2 t ,/ /' 13' Y 6 (TOP) 13' 3• 13' tr 6 1/2' 1]' 5 1/2' 7 ,/2' 5 1/2' 13' 4 1/2' 6 (TOP) ' i e 6 1/4• 6 1 4• 6 1/i' 6 (BDTT.») 6 1/4" 6 1/4• 6 1/4-15 1/4- - - 6 1/.' 6 I/4' 6 !•) SEE OQT 11 FOR mCHORS TYPE a SPICHD FOR 061ALUTo IS will WOOD FRAM BUMD9HOl • Ne.MW A DR SIVICND6 AND ISO" EDGE DISTANCE AR INDICATED ON THIS SCHEDULE FOR Ell. LESS RMHN NIWATEO M SO COVE REDUCE AR31DII SPACING r MLLTIRYND EPICHT ODOR ON smamu BY THE Roam m FAVORS. FOR INS OPOATON TO DE POSSIBLE REDUCED SPACND OBfMIm NANO FACTOR SHA L Not BE LESS T,ON INMIM SPACIND ROKAIFD FOR EACH AHCHN TYOE ON THIS SCHEDULE A1O� ThENuum __. 1/1'P Impam 1/4•P //4•P 1/{'0 1/0. 1/4'R SOL"'T soft 11Na1e-rMr ,XEx-e Mon" ANCHOR BROOM (a) 1 3 1) 3 2 'Ir 2 1/2 IOINMNM ItXN PV 3 3 1/r ]• ) ] ,/a' 3 OS2AMMOWJ MW — 1 ] 1/2• l 1/r 3 1/2 3 ,/Y XPLOL meE BSOMRGE FACTOR 1. am 0.10 ,m - - - a40 - - -- 31 - . 1m ,m " SPACINGS ONLY VALID WHEN SPACER is USED. SEE T•QBLE 1 FOR MAX. A.S.D. DESWN LOADS & TAX. PANEL WifEN SPACER �+ IS USED. 1/4.0 TAPCON__ _ ANCHOR a 9. D.C. �' _-EX6IY/C POURED CONCRETE OR i CONCRETE BLOCK �, REOLIRED. \/ J 1/4 1 m E.0.0 11 n EXSrw_44 cLAn 9 p R It N II 1' Mi, R--SEPARATKR R TO GLASS, 1/4.0 TARN ANCHOR O 7esd.Nli A A.S.D. DESIGN WILD PANEL LENGTH 40 PSF OR LESS > 40 PSF TO SO PSF W-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W// SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ NO POURED I/4'0 TAPCON_ _wouRED 1/4'0 TAPCON_-- --, D.C. NO OR ANCHOR 0 9' 0 C OR ANCHOR 0 9' O.C. CONCH BLOCK �.. REQUIRED. BLOCKREQU/. .. .J _ ) , .. 2 y %i MAIL_-._ - -..� -___ _..) 1 ERR E.O.• 1 p Y Mh. 1I NLa r A OLASS F`-SEPARATK f - Y?-4*1 9 p I p L 1 ALL- MOH. 1 (/7 I PANEL LENGTHR (SEE ELEVATION 1 1 ON SHEET 12) 0 1 1 6 4 _ 1 1 R - _.. I 1 Ln III 1' MAX. 5• PANEL LENGTH (SEE ELEVATION ON SHEET 12) Ell.•ED0 oc� 1 6 a 1/r Kra 3/4 - 1_- __I _-__ .1 __ - J -1/4-0 TAPCON - i/4.0 TA77 ANCHOR 0 W- O.C. ANCHOR a 9. O.C. EXISTING POURED CONCRETE OR ._EXISTING POURED CONCRETE OR .-i;ZOHHCRETF BLOCK REOURED. �1-O�CNONCRRE_TEEgBLOCK REWRED. O R GU� LAR PANELS O U a I+ANEL WALL MOUNTINGS SCALE 3/8-1- 2".4' WO PLATE REQUIRED SEE eHEEre to t if FOR AHGHORS At10O1 iTIlE �- ! FOR wSOUATeIe wm WO WOW nMNC O1Y�O1m1 FRAME SU TANNER ICtlmS AND Mfwww WEAL A.RAON Waite 00 _ 3 •AIINRrNa 'e4lw•Y ON) 3 MO DI ARE ODCATm ON THIS DISTANCE E SCHEDULE FOR SCHEDIAE. FOR ED, U33 "m Am rm ON SCHEDULE REDUCE ANCHOR W'ACw2 OnO.,OR,p., w0.,4ntY�O13 a By MULTIPLYING SPACING SHEEN ON SCHEDULE 9r THE FOLLOWED FACTORS IIaIA� pppt ppppT� �J ppDlpp 1n o!a FOR THIS WDATION TO BE POSSIBLE.REDUC FAVOR SHALL ALL NO OWE INEDLESS USINGIT44w DOLL IHDT DI LESS 7,RN - ---- -- _ - ---- - oJ0 MOINU ,OORIM SPACING INDICATED FOR EACH ANCOR TYPE ON THIS SCHEDULE J• ------ -_. ------ - - --- - 3 1/2• TAPCON R 0 9' D.C. v/4. 1 I 1 I 1 I 1 O I 1 t 4'0-2Kr,' t�. IOLA eA� i 1 IHCIH O.a�1-h 1 I I PANEL LENGTH I (SEE ELEVATION -�_ I ON SHEET 12) I I I `J II , r _ ® L/2 I I asTllW I 1 -I PANELMATE PLUS OR 0 12 1/2. OX WALL MOUffnNW SCALE 3/8-1• i. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL V Min. XPARATIOA TO GLASS I' Min. TO GLASS. TO TX NG POURED RETE OR AM BLOCK WED. LQ 1MA& . Au 1 1• MAIL 6• PANEL LENGTH (SEE ELEVATION ON SHEET 12) ED• ED / I _.-.1 'D.• ED E i .. y,4 10l Ms ED /�, AGUE • /„ sa14 ■ i /4•. TAPCON 1/4'0 TAPCON ANaaR 0 r O.C. ANCHOR 0 0' O.0 EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLOCK REQUIRED- - ONCE E BLOCK REQUIRED. WALL MOUNTINGS wrnN. SCALE 3/e-1' 'F-80s1• E%6T� S 90.15__ _� G1A55 •p A aw.v p E N t r p Nat om-0) B Y 1 1" MAX. PAIR LENGTH R (SEE ELEVATION O ON SHEET 12) 0 i iyy X EXST� c1Ass p R r A B R It IT a , • tAln. n•--SEPARATIOF _p _TO GLASS. TAPCDN R09'O.C. Q I I I I I 1 T I F- 1 S.f. 90L19 r • I D G I 1 1 MAX. PNEL LENGTH (SEE ELEVATION ON SMELT 12) i I p. I •IT y'oa I I I 2'x4' I PLATE REQUIRED 1/4'0 PANFLMATE PLUS ANCHOR 0 /2 1/2 D.C. O.C. it NOW Hurr(Qom -6-a N N C/) U O Q O . � Cu U -0 6, C =3 CU O Cu O C L_ O ^1 Ly O_ LLCu C) /U / V, -n ECn O Cu •C 65 C'V _ -. V4 La � r C- C a c•> -1 2 KV y :.G L L- CL_ y O K7 CN y ¢ I= Cy N d � S = =CID Q 3 Ka i 01 LI U _7 OL N O Cr T G A E O LZ U Cn�i Cu O U O it v, ICU Lu = Q Z z Q A•T� SHEET NO. IS 1.4. 3V O . Q► (D 4 OF •L- �T-n-Ylrr- (END PANEL) r (INTERIORT PANEL) (INTER gRTPANEL) ` (INTERIOR PAVED i (END PANEL) SEE NOTES 2. 3, 4 � I I SEE NOTES 2. 3. 4 i` PAnELLE o ./NcrH.r 1 * -' 1 orI 1 to IS 40o Pl I I - II - QOtTm PANEIs W/ t/N-20G,' EAAPNUCABUQ OVERLAP os JJ_L JJ_LLJJILLJJ_L*T:JJSLL_11�:�L1J1L1JJ_LLJJ1LiJJ_ILLJJI ____1. _ ___� • s e 4 .: 1- MOK L SEE NOTE i- t' III. ,SE SEE I' Win NOTE 3 ANCHORS MOTE 3 -.._..-(SEE SECTION E21 d ALTERNATIVE EZ1W ON SHEET 18)- EZt/18, EZt W/18 T QAL ELEVI FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM .. _ . fit) AP SECI10N A -A A ANNR{11111tellNllllllw SCALE: 3/32'= I "TiL�/l4''6- ENGINEERING ENf3iNEERINO EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 AppgtaBon Number: 17089.1 - R2 EX Project Number: 20-31543 Product Manufacturer All American Shutters and Gless Manufacturer Address: 1540 Donna Road Worst Pakn Beech, FL 33409 Product Nacre 6 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is tieing issued in accordance with the requirements of the Florida Department of Business and PmksokmW Regulation (Florida Building Commission) Rule Chapter OIG20.3.005, FAC., for statewide acceptance per Method 1(d). The product noted above has been tested and/or eveluatBd as summarized heroin to show Compliance with the Florida Budding Code Seventh Edition (2020) and NO, for the purpose interided, at loost equivalent to that required by the Code. Re-evahration of lids product ahaR be required fotknvM9 pertin rot Florida Building Code maeiBcaborre or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing 020.31543 MW'24ge Galvanized Steel Storm Panels (HVHZ d Non-HVHZ)', shoats 1-5. prepared by Engineering Express, signed A asated by Frank Sennardo. P.E. is on Integral part of this EvahFeaoo�n��n,,��Reepyyorrtpp�tLL���� • TEXT REPORTS I n In accordance with TAB 202 test standards test Uniform static structure performance has been tented PH P r s FIST-ASG-1 1 BleekwMer T Inc. -00 , sport() by Testing, Large missile impact resistance and cyclic leading performance teas teen tested in accordance vl TAS 201 and TAS 203 test standards per tent repoR(s) ABT-ASG-17-001 by Bleckwater Testing, Inc. . STRUCTURAL ENOINEEWNOCALCULATIONS Structural engineering Glculatrons have been prepared which evaluate the product (lased on comparative and/or rational analyse to quaily the following design criteria: 1. Maximum Allowable Sports, 2. Minimum Allowable Spam 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEA M®ENGINFERINGEXPRESS.COM ENGINEERINGExPRESS.COM il_ In r N• xRP r _ M i I K B" 1_ S M='.. A' I wi, 1I 7� yam_ lI�`r A TERMT- aJILppUT NWMIIh: EYTR16aN5 dY � r., nFN v-r /1, MII N IN Y N' NDl P:„Imn�-T n'a s f- L>' I G H Hc- L r x' L PX r<ue /"Y .I .rPHRH I t V .r/�I.,L.IIA 1tl M ILL MOUNT 9ECTI WALL ON * LAST PANEL© TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR RANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE (1� INITION OF SERIES 2000: E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Canl. TRACKS T� &BOTTOM. C2). ENO PANELS SHALL ALWry'(5 BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (,g) SHALL BE PROVIDED AT TOP OF SUCH PANELS (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF I/4•P 20R3/4- M.S. W/ 7/8"PRS/32" WING NUT OR 1/4-0.3/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m p.h. to ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been Used in the design of this product. Separation from glazing is not required for Inatalla6ons, outside of wind zone 4 and essential faci.fes. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously low 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 bads as Indloated in the span scheduhl on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be installed in sold compliance with its respective Product Evaluation Document O.e. engineering drawing). elOrg with all Components noted Derain. Product componarl shall be of the material specified in that product's respective Product Evaluation Document (I.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product EvaWaaon Document O.e. engineering drawing) as noted herein. AR supporting host structures shad be designed to resist all superimposed bads and shall be of a material listed in this product's respective anchor schedule. Host structure Conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. AN Components whirl] are permanently Installed she# be protected against corrosion, contaminshon, and other such damage at all Wnes. This product has been designed for use within and outside the High VakXdty Hurricane Zone 0WHIZ). Respectfully. 4I.. SStnTNAL Frank Bernardo. PE ENOINEERINO ExPREsse #PEOD46549 I Cert Auth. 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEANOENGINEE It INGExPRess.COM ENGINEER/NGEXPRESS.COM l`J UAD � 3A i Tz 7 YNH CN F V4r H <.+ Mv.I J.zucDLlrw7no0RNouNr .A�jTi.: .. sL:mox •AI_n .": w:. eW. I r n6 "F V" ^•TT w v L :Itr ne Gut Lev. W i "I iKt[Y1:✓ it: _ -9 N FT'LK M nt+ " T '�.Pm;•7.i:.•: Kf� I-':�ti"�:.ra�•me v'r-'n. ,v.TIVL:..r. /1 OIn1OHPL,OP780TTOM CLOSURE `_TA � _ 7 m ..ore.. nc Ix,Vul .._.a �3111 � 9 s12R0Q1� 1 20-31543 I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD_ STRUCTURES -f POURED I, - MD I . BETE OR�y� 4'e TAPCON BL«K /REOUPD. - ,, ANCHOR a it B.B. O ,�� 114'0 TAPCON •, ,,' NEX NEAR TEN MOOD _ / 1 y ,4R1• HER tun TEK _._ '. / 4' FROM REOUx¢B i _-- Y 4' FROM ANCHOR • 12. O.C. - / O :i 111 a Ay/ EBGE BF 10 - f I 9 E.0 --T 2 I� _ 1/2'1 is. Tan r>.ria e Ar aL zN sous • 2• '//1�2• � ---gyBNA ;pI 1/1B GLASS,70 Mx EFAaNALUMINUMAI POP -&AeMYRLPOP To a I H 7 1 R YFT R I i'' RkET - -- _ - 8'-B• r- T-. 0•-0. 1/4Y-aM1' -i u sous> w V.•._p,• PANE LENGTH • �i re .ICG ! .... _ . i. _ _.._ _ .._ .1 PANEL LENGTH e r_._..._.1._. a e 1' EB 1 x- TO I x 1•THUMBSCREW tl TO GLASS. ; _O p-TSOARACLAW __ i THIRdBSCREW OF L• SO[ R L � 4-P-20X OF TIl D .-_..�]IL 1/4'e T-ANCHOR _ ' . .+ O 12- B.B. ail 2•K4• MOOD t/4'r TAPCONi POURED , ANCHOR 0, ANCHOR CONCRETE BLOCK BEDROOM WALL MOUNTING WALL MOUNTING SECTION IEZ1 ALTERNATIVE E21W SCALE 3/8m1' SCALE 3/8-1" NiNNNNIN FLORIDA BUILDING CODE Non Hh h Veloc HurrIcons ZonsMIN. PANEL liN(iT1N = 4 Rsoo IRMO, WC 11 24 GAGE GALVANIZED STEEL STORM PANELaRreN n: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SMALL BE 2-6" TO ; �' •• _PRESSURE RATING +/- 40.0 P.s.1. AND 6'-0' LTA)( •O'. ��_ PANEL LENGTH. s �/'.- IL E C O Tate. GL08AL PROTECTION PRODUCTSr LLC. wTr rSTATE'V�,7-� 'Py Off: F(OR10 .Roo sw. 51 s,xlT 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD . /Ltd • ANr MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S N A`'. „�, ;pry f 'a `"w't wma n a.. 0vM' R w14 20-175 .•. �0� m-Ia1 ware- (RR+„w-7w. rA: LMNXIw-RIR7 DENSITY OF 0.55 OR EQUALp` o IINIil1LMRls1,15,WArIRIt/tMT[ CA-0000,v Oil UN,W., P.E rF-w alert ,e (X is, ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIK_ (PERP. TO PANEL SPAN) TOP MOUNT (CONK TYP. TYPE AS REQ'D) SEMDN5 -T BOLTS WI 4`20"WA STITCH OVERLAPS WITH WASH AN I WINGNUTS FASTENED to CVERULPS TI KSDN'TA (USE AJ N APPRROPRIATE SDAN TAB E) a ZPLAN VIE,'! �^ n RO.156• tdMi RtiiiiiT L 1 ! 1 � BOTTOM MOUNT ( ) M (CONK TYPE AS N l REQ'D) \ R0.391' / 0.375° MAY BE AT T •.. _ / a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 FIT S ELEVATION TOP MOUNT (CONT YPE (SPAN ABOVE K TYPE -f- TRUCTION) AS REqO) BOTTOM _ OUNT (CONN TYPE ® AS REQ'D) �Tr S m c71 �s al3sraucnoN (LOCATION MAY VARY) ����, TOPMWNT to IL� (CORN TYPE A5 REQ'D) BOTTOM MOUNT CMN Un6% TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCM PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARI LE;ED WHICH SATISFY WING NUTS FASTENED 0 SPANS ABOVE B BELOW OBSTRUCTION. OVERLAPS Q MIT DSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T,S. ESEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUMM PANEL SEPARATION FROM GLASS NVH2. WIND ZONE a ESSENTIAL FACILITIES) MAXIMUM DESIGN ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER PRESSURE :SPAN ILmaRI THAN 30' ABOVE GRADE THAN 30' A80VE GRADE (PSF) /30 r- 33001 6060, 1161 35/ 130 01 606 In - - 2161n 1 d0 130D 6O61n -_ 2161n _ / 13001n 606M 2.161n 1 / 50 1 130.0 In 6.Ob In 2.161n / 5S 106 6.. 6.08 m _ 2.15 in �-- -T-' / -- e3.I a - -'--- 6.09In _ 2. ---' 2 531n 65 598. 611 in _ 2 721n / -70 I 4 36 . M 6.12 In 290 in Y/77 270M -_ _ 6.13M- --1.981n ' nIYAIV SI.HtUULt NU I t,: 1. ENTER SPAN SCHEDULES WITH NEGATIVE P FA T DESIGN LOAM a ALUM ALLOWABLE SPACING 0 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (-F'-TRAcv_ STUDDED ANGLE. ETC.). USE 6.25' O.C. LE PANEL FASTENER SPACING TABVALUES FOR ALL "H'- AND -U"-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. F INSTALLATIONSF THE HVM AND 3 OR OUTSIDE 0 . OUTSIDE OFTIO ESSENTIAL FACILITIES IN ASTM W1M0 ZONES i THROUGH 3. THE GLASS SEPARATION SCHEDULE 1S NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. sign r . NWL>}H6�•aC%Q9L " ' .. DIyII MAXIMUM ALLOWABLE " r DESIGN PRESSURES: , AS NOTm IN DESIGN DESIGN NOTES: I sQHEDUI.E5 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED s ai FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE, PRESSURE RErREMENrS AS 0 TE0.MINED IN WITH ASCE 7 AND CHAPTER 01 ACCORDANCE 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OP. AL TO THE P06MVE OAL NEGATIVE DESIGN �> t PPESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. < ui C La GENERAL NOTES: 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN �' a ACCORDANCE WITH THE REOUIRFMENTS OF THE FLORIDA BUILDaIG CODE SEVENTH EDITION ((3020) R USE INSIDE AND OUTSIDE OF THE HVHZ. PER d O TAS 201, 202 AND 203 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AM NOM SITS WHICH MAY Cn APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONALSM-SPECIFIC SEALED ENGINEERING. 2, NO 33-i/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHrTECTIENrINEER OF RECORD MR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DeSIGN IS USED SHALL BE RESPONSIBLE LF! FOR THE INTEGRI OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH 0 $HALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4. SC/PAATESIr[-SPKIMC'SMLED lNDM[[0.ING SHALL Be REtQQUIRED IN ORDER TO DEVIATE FROM LOApS, DEFLECTIONS, OR SPANS CONTAWED z HEREIN. CONTACT THIS ENGINEER FOR ALTEMATE SPAN CALCULATIONS AS NAY BE RE D. Q '•�/'N U� Me 3. THE SYSTeM DRAUVD HEREIN IS GtNERIC AND ODRS NOT PROVIDe INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM q. Q, W VF ppp111 D THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REG15TERED ANCHTTECT SHALLPR EPARE ATE 5P 1FIC DOCUNERTS FOR USE IN CONJUNCTION tYRH THIS DOCUMENT 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED p a PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. = Da (1) y GRADE 3 VlILISS NOTED " ALL FASTEN@@�RS TO 8t K'D O: GREA7TggLL IN OTHE0.1Y15E. FASTBNERB SHALL BE CADMIVN-PN R OR OTHERWISE 3 CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS Z 22H--- FOR ALUMINUM STRUCTLReP MCT70H 2.3 BYTHE ALUMINUM ASSOCIATION. INC., B ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. N a. ALL STORM PANELS SHALL 9E 24GA STERL. 1.0.024'. 9. STOAf4 PANELS SHALL CONFORM TO ASTM M33 STRUCTURAL QUALITY ^3 Ei STRELI 0IO GALVARMO COATING WITH A MINIMUM FY-45.1 KS1. 10. ALL ALUMINUM EXMU51ONSSKALL SE 6063-T6 ALUMINUM ALLOY. LU UNLESS NOTED OTHERWISE. Q 11. TOP A BOTTOM OrrAI15 SMO3 FRAY SE INTERCHANGED AS mLD CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 12. CONCRETE ANCHORS NOTEO HMSIN SHALL SE EMBEDOEO TO NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURERS RECOMMENDATIONS, 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATSRJALS TO PREVENT ELECTROLYSES, f@� 14, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OFTMIS SPECIFICATION BY CONTRACTOR, OF RL Bq q INDEMNIFICS A SAVES HARMLESS THIS ENGINEER FOR ALL COST 6 DAMAGES INCLUDING LEGAL FEES 8 APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT d ■■ F .L q WHICH IS CJILLED FOR BY LOCAL, STATE, 6 FEDERAL Coon B FROM OEVIATIONS OF THIS PLAN SS EXCEPT AS EXPRESSLY PROVIDED MOREIN, NO ADOTTIONAL CERTIFICATIONS OR ANIRMATIONS ARE INTENDED. 15. ALTERATIONS, ADDITIONS. OR OTMM MARKING TO THIS DOCUMENT ARE NOT PERMITTED ANO INVAIIDATt THIS CERTIFICATION. e 17. PANELS SHALL BE PERMANENTLY LABELID WITH A MINIMUM OF (1) LABEL PER EVERY 1.0 FEET,CONTAININGTHEPOLlD1Y[NG ]NfORMATION� R �n� VISIT ECALC.I0131643 . $rr.1 2 NNR is C..'.1, hKrP -F-rXI.•N-di ■ rJ PDA A W R®NAL P1AN61QOR1.4 AnoURLE• . P6°AemwsAsI MINIMUM ALLOWABLE SPAN SCHEDULE 1 TOP MOUNT I II I I NvrON 0" 24 2r 2r 2r 2r BVR6aA Hw6eT 0 0' 1 r' Zr2r x 2 rr 2f 0" P rr 2r 2r IF D' 24" 2T 2C O 2K5 a rr 2T 27 it" BIT 31- 11" 30' 2T 30' It- 3T T BYIhOP,A TecY 2 r 3r x 3a' 4B' So' 28 4e• x 30' ST g 'F T nwk 2T 2T 3t' SD' 5r LW 3,' %' sNla 2r 2r 2r It- 2P 30- It- 2P 2r 2V It- 31- Orq M,N4r 2r 2r 2r 30' 4e' S0' 2T 2r 4e• 30' S3' o V HTmck 0' P 0' rr 2r 2S 2S x P 2 r rr 2C m 'F' T ra4A 2 r 2 r 2 r 3a' 46" So" 28' 4e` 2 r 4C 3D' ST saw rr rr rr 11' 31Y 1' i t' Sr rr 11' 33F r44A lie" 3/' Sr 33' r all I m W L < - _ W^ ll� NY W t. SPAN9 SHOWN MIRE ARF MINIMUM ALLOWApr SPAIg MStD d1 ANY CDMWMAnON OF MW NNNG CONDITIONS AT TOP OA BOTTOM. PAIL LENGTHS LESS T,WN THOSE N0,E0IRA TMLF ArA1VE AR! NOT ACCEmAaLf. }. MO SEPAMnON FRW CALMS Is REWIRED WMN PANEL LENGTH Is ORfATER YNAN THAT NOTED ICq RES'PECTIVf MOUNnN6Q.U-- 1.1 1. SIDE 0.05WE5 0. ]RED FTC ALL RONDO I Ui o ,N iAALt MOPE. WIRE SILK! . it. E5 Mf NOT (.7 u41 Wirth MIDO T lad- CPam0M5, REQUIRED sEPAM„Ou FAO2 GLASS STIR RE PEP DCT.MI'F 4. TABU AMLlES TOW- . c. ryATM M WITIKIUT STITCH BOLRI ANO }4yA PYIELA, A BOTH W,TH PAMEL 0 FASrENFNS • t}.3- Dn 4.25. O.C. Z S. PANELS MAY Y L , L N,NIMLN USING OM ci Qf TM OPn ORAL TOP IM BD1Td1605U0.E5 PfR Q o.DUPa (KA uTaL'R J, usING ANr Nownra corroman swwN ,N 1MSE DPAVfINGS. � L N.T.S. r10PTIONAL INTERIOR FASTENING DETAIL M y LAST PATTER INS,ALL® Z 61:.1 FROM INTERIOR AOAACM PANEL 5 S ULI Q �CgaS� G C X'10 P 3- s S, S,DEwALN BO<T OP TMLN'DIAL. .1 / W D, F WASMNfD WIHGNLn HN T=W 0 oN ,Ns,u FAQ Q 3,11'2D X I' MACHINE SCREW TW w/ wA { I e 1 ' O.C. IM` 0 8 �� Nixt ! L ICONNE42 BO OM NWNT F IfRTRU510N TO MLLENT 00 eonoM MWrrt � ICOMN TYR M �� �I � TI� ar I RfQD) fM.ED. s�T�.�yj� CdrN 1YM AS R D 1. 01 (ENSURE ANCH00.5 AT EAISTING CONCRETE. SPACING O HALF THE GIVEN IN Haww IYDOI oR vALue ANCHOR MOOD rRAIRNc SNw1NG TABLE. a - FAIL ADIA M 10 IWN M 20-31543 _ IT-R. PAI r1 OPTIONAL EGRESS PANEL DETAIL '$ M INTERIOR FASTENING Of RJNK OCNNAPDO `PC- PE)9ti aP SlA3 -2.250"� 0094" �0.�,;fl-2 50' yn 2.]sluDx ` - I�2 250• 0.750i� 0.094.. --p"0 094'.125' 0.125' 18 GA V.12aD94TYP� TYP 25 TW6062 930°O.D62' "�.062,030' --2.OW20' -I MOW L- � �OTYP • is 2.000' 1- �.121' II ].180" ry'N' HEMER r.°U• HEADER ,G�aIRD-0� 4o-µ� �J-PPN C10�IRE �5'RID NaLE IT R�� 3.380'6MAX. 31�A"5• 0.3)6"0.'3l`3g"2 0 �1qg�-2. lJ �p �1.16 _ -I O'655' 0.19 ' 0D4655" 0 376'-j ('^- D b55' 0350" 1.007"-0'.� ; Fi L �12.500"PETREL COVERAGE PsL,,_� 0.L7S. � 1 [ 01 I�"it d 0.250'1 OASa' �V 14.875• PANEL LEN DS D.545' .15a' $ p u x c�PANE1 �R, DIRFCiION "{r i 0,090• " '{-�D,o90" �TT'���MAI NO �- O.D85- V.250" -.I-- TIP, �I'- .09TYP A"I 2.000 '". 0.215 'tl�700" O.7L0" 0.0.135" .3D5" CeNA[ vRIM.O-OUT'P TRACK. P, 1RAOR R µ0.090"1"C" HACK A�o _ 0.957" J E� F• wMCNIT r:a KEYHOLE WA9ER 0. 13• 0-376'--''II �`2" S. Q lv"';nFi ,'- O.190'-"f E" 65 mx Z _nsvrtp _--.� DIRECT1oN OC Iq� -WE&O a 1( T�•-'3.DOD"' 0T.1y2p5' 3 CA • yL l_:6' ACK (EXTENDED] P a. xL 1P nvJu ti "F' ANGLE - FI LS I•i'.CiV'n,•OIuI. U) O y S.00a' ii d.:r itpml ;. r.11 lalRn N OVERLAP 4" MAX. CARPER CLOSURE DETAIL WAX, i O.le<,: Wnerz ' .2S MAX. til'q' as MAX., x n.,-,. c-iAlnnn•n BUILD-OUTJ mr ,-r „sP n• LU d wNl wuNl II UMURP nF nH DISTANCE C NIGH. YI 1.ODa' _J .I -I a_n,...rl.._ _ +.:rt•r=s:r t�:cr,:-lx': uY�..cy_ iw:. •� EMBED SOV..E0R0L0A" P •t:•A :,YDR:-.1i'.:�•1. ;JlG.R�i.P-::I,�Sf2FT!RE N:; �'1:'.;mH-6<wl.FL ARy•P,-.M'Hi'; RIM,Q NAX !. •.A/J `.zs MAX. �H""cnrli rlN,xi I:i I>YH 1.SOO' � MIN. r n_Uy-.N c gill + '4 vfARNFRCLOSURE OETAII EMBED .� -'i .N1.n,.' M" AR I /\ TRAP MOUNT CLOSURE DETAIL N.T. S. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANELFASTENERS 9 12.5' O.C. ®®I�IIM"I ® / l S ( MAX OL9lum AY/aRCMOR PRESSURE T!fP vM I IU N' IP <CONtl N A LM IU P... HVnN UV U III I I• T7P[ CS C2 C3 C4 CONx TIT! Cl C2 C3 a COIN TTPl CS C 2 C3 C4 1/4'.1m ED 33 . HI'RhW 41 4B 52 T2 12S 16.0' 160 109 12.5 160 L60' 75' 125 15.0"160 67' 12Y ICU 160 60" 1ZS 16.0 13.0" 61" 12 5 ' 16 0 .J41160" 125 160'16.0 75" 12,5v 160 147" 60" 125 16.0"147' 60" 125. 12 S' 16.0'160" 36.0 U.T' 6.9• 6.0' 11.516.0 1Z. 3- 16.0' 14.Y 6.D' 14,V 60- 11V 12. T' 4 160"1T 60" 1 0 6 "1+7. 60" O .NG1Vr CMDro 33 WOODsc_ 41 46 32 72 4"L1- 4'CMBCO lY U 33 TAP GRID'tsAS' 41 48 T 52 12 12.5,16.0 16.0' 10.1 lz.L 16.0 12]' 20- 12.5' 16.0'10A62' 12.5 160' i*V 61' 125 1 .0• 6 97 5 6 12 S' 16.0 " 9.7- S6" 12 5' 12S 12.5' 125' 16.0 3L0" 16O 11.1• 160 96 16.0' 16.0' 7 0' a," 56" 12.5" SZ. T' 12.5' 125' 16.0" 26.a, 16.0' 16.0' 9 6 S.6' 9.6' 3.6' 96 5.6^ 11.5" 0M 12 5" 12.5• 33.5 12.5' 16.0" 9.6- 5.6" 160' 96• $t" 5. " 6 26.0"302' 125' I6' 13.3' 0 1 2 S 16,0' 9.2 12.5" 16.0' 9.2" 12.5 16a 11.4" 12,V MC 9.1' 12.9, 12 S 12 1. 16.0' 10. 5' I'll.It.,12.3" 12 i' 16 0 ­al 9 1 9.1' 12. S' T/]E• a 5/8` EN 33 41 ITOOD SUSNIRC 48 62 T l� 72 12.5' 16 0 Fie" 7 7" 12.S' 16.5 6 0" S 1' 12.5' 160' l.0 S.9` 12.5 12s 4R" ..1' 12 5 15 4" 5.9' S.0' 6,25 12 Y 4.7" 4.0' �S2 12. S" 4. " 5S 3 2 4.7 CIS- 12.3' 4.7' 4.0' ' 4.7' fi.25' ]2.3" 4.7' 4. D' 6.25' 32. 3" O.T" 4.1Y 623• ANCHOR NOTES: I. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PR I OV DES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, 2. ENTER AND/OR SCHEDULE BASEDOIN PANEL FASTENER SPACING THE EXISTING STRUC TURE uaE MATER7AL, B ANCMIOR TYPE. SELECT DESIGN LOGO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN CA EQUAL TO SHUTTER SPANI SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. •PAWL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS 'F--TPACIC STUDDED ANGLE ETC.. USE 6-25" O.C- PANEL FASTENER ACING TA V R ( ) E SPACING TABLE AWES FO ALL "H"-AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIOVS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCOO, FOAM, BRICK, AND OTHER WALL FINISHES, WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UWCRACI�ED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIEL D VERIFY THAT FASTENERS ARE INTOA ATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FO)RSSIDE CLOSURE PIECES. ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' NON. WOOD STUD ' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE )°S'OUTHERN PI E" G-O.SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCHORS ARE: DEY/AL7 PANELMATE ALL -POINTS SOLID -SET 8 BRASS BUSH IIG, !2- MACHINE SCREWS SHALL NAVE 1/2° MINIMUM ENGAGEMENT Of TIMBER DS INTO THE BASE ANCHOR AND MAY HAVE EFT HER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. /li DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE5 LISTED ON THIS SHEET, -e-A N C Cn _ > U N N O� O Cn C) O C O C1 C O W O CD LL 0 > . -a -C Cq Co0 -0 .= VJ Cl). LL O C t r2 mC 4 N CO ' VS CV � rn G y o m N Y C5 y 6/ O Q L (D 07 d n i > c OU f6 N C G G o 2 Q Cn (D W _4__J rn V / O U) (^) i U C O U a� W c C Q Z Z Q J d SHEET NO. IS 1.5. rn 3 v v- cn 0 .a Q 0 N I CV r) CV 0 Cr LO LO co 0 I i LO co C=� I v 0 Q 0 rM CV I N C14 cV Z. rn L0 L0 Co 0 I L0 L0 GO 0 I N i v Cn 0 v+ 3 a C> i 0 N O E O 0 v C c J cu a> ti Cn U I i 0 a 0 :a v 0 J a� LZ c co 0 0 rL CV O v 0 Q m v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS NAILING FLANGE WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING I (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER %.N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -T 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING 1141 EXTERIOR DOOR WITH DECK - SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF-ADD H ERE olFLASHING , 2x FRAMEWALL TILE FINISH- SELF-ADHER WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1l2" DUROCK --_- PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'4' PER PLAN Detail Instructions Refer to the number marked as O# in each detail that corresponds to the V-0" PER PLAN numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8 CMU _ SLOPE - _ 2. Install flashing and weather resistive barrier to form water shedding laps Q� ° 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) d 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to ° minimize scoring cuts d 5. Remove all release paper per standard installation instructions and d 4 adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) SLOPED MUD BED 1 ° 6. Fold as shown by arrows Q- d 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 1 J d 8. Mechanically fasten as necessary ti ° ° °d SLOPE 4 a a a a , SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Q W W i Z' g Cr o_ a D' a- LLI 2 LDi W W U _ W cc � W 0_sj - A WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontal) 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 Y PP Y PP Y 1 PP inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 2 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 1SIS WC EMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP g g PP (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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with 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 LEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" READH ADHESIVE OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the VERTICALLY FROM g comply pP g type of sealant. Fluid -applied membranes used 9 BOTTOM OF flashing In exterior walls shall com I with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration < > 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING - 1.3 1.3. In accordance with other approved methods. JI 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS �SSSSS� RUCTURAL FRAMING RUCTURAL SHEATHING RIP OF SAF AINAGE PLANE WRB IND BREAK WRB LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note. - _ ----- The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all cV c� v o (n u a C f0 U N VI CC C d y E c = o N 0- c � o a C) N N 0 N CV 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD c 4 r- G 00 N N N CN 0 # fn Cn # u Q C J LL W JLL LL -C� _ Z rm4 3 r rn m NZ Q ILW C2 Ln co N OU = W oa V M z N M z $ z <C J d � n (% o 4-J Ira L) �O w o L- ! L✓ N ^ ) U w o �•x,�. � � E U 5 Q Y • N rn m co w co Z li EC) Ez Z oa I-- EO O< UO U 00 Z E O ¢z dz N ~ ro az o C .3 O¢ z Z J wo jaw to aNi a ° 8 < z 10 z p a W Cj w� oCIO A a 03 C O o N - m N � � N M M N Lo N r rT C_I 50 U) in N CN I=- O L.n 04 L0 i N Cfl O N r E CD o Z E T y @ CO 0 E " v U � Q O C C JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. �2() f\ O"F 4ON*-S LL C, A�bokv SwUOV-110 BP- 5178 Teujrtvlan,Q-) )SylsT-1, 36419 C-)ar6cQl WO& wt D -51'r9 Tc)u� nhoMc� Is4isyp 36299 WaLI t, )a., J 8p- 5i8o Town ho oo Ib3y�P 36k03 c-,wdo',I,l7uu ww� BV-5 I 81 � Towr"Me) b 3N�.F 3b4o-7 �-7ordaI WoJ,I lo(IIu bp- T�ownf��� IC�34s�,t 36qjj C,a,clw �Jl� $P- 5183 Tou-nVov&l 34o9 I Gicauic,6 WaU Loa�