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Home My WebLink About6711 Bar S Bar Trl3 ' v Q M cc L0 u7 G1 G 7 v C/7 0 Q 0 0 J 00 M O I N Q ca M rn 1 v cnr .0 00 Q O N O J 00 00 O I Iv v Cn i c 0 3 Q CV N N d E 1"- E y� ti co -0 U E U i Z) m .o a U i z I 0 0 0 a� t�. N N N N ui 0 0 a CV 8 O N Z v 0 Q P m 0 -ICO 00 M� co CV 2 v t` Co M17 I CV F- 12 5� 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. — — -- - — - — — -- — — HDR HGT. ---1-— —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------- — — — — — — — — — — — — — — — — — — — — — — ---- ------- 11 FLASHING EXTERIOR PLASTER 12 / / / _4' OFFRIDGE VENT 4'OFFRIDGEVENT 12 ON FRAME 5�' _ - - — - - -_'- 5 2nd FIN. FLR.- - — — — — — — — — — — — / T.O.M. FIN FLR 12' RIDGE VENT 12 5 VENT- REAR ELEVATION - Al 12 �5 SCALE: 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS- INSTALLED PER MANUFACTURERS SPECIFICATIONS HDR HGT. EXTERIOR PLASTER 01 ON FRAME 12 �5 CJ CJ FLASHING 25 SH 12 — - 2nd FIN. FLR. 5�/ HEEL------- ----------------------- ----------------------- --------------- --------------- - _-- FLASHING T.O.M. - - - - - - - - --------- ---------------------- --- -------------------------- ---------------------- CJ / WEEP CJ / WEEP HDR HGT . - --------------- ------------------------------------___------------------------------------------------------------------ -�---------- T-0" p TEXTURED ap CEMENTITIOU 3 FINISH ON C.M.U. (TYP. ) FIN FLR ------ -------- - F RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 C�-m K, MILS -0o X Y - :-; a) r col - 0 Rq 't W a. �. rY W E ¢ to O 0 'k > > n O L N O N CV N O r..- s r 1 .^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M � W E r Q o m m r- st N CV N cS LL (� ..�.. C 'o J , Q 3 a0 . Xk LL W N rn ter; o J w n Qeir�iv LL a Y @ a Z m e Z O cO 0 .y L cc O ♦- W W �� j ¢CL a ZN co Z � W IL IL ZODU�(0 W ❑ 0 ❑ V M � N M o to NQ n Q Q J E3 N M N z C� o Q) a--+ In O I.0 o N rV E I In � N s o0 O w MU o Z � LL- E8 Z j �z® } N va N f0 o oa a5 oo o� oa w wo w �� (n a cca mg o zLL Cll w z cn Z go Q 2 r mw ao oix =k _ 3 o ¢a o �o c0 V oa ZI¢ a o� U o Q LOrn 0 ' u cc cc F00 j NO M N T- V) _o (0 m m Q 0 N a)CD N, CM 04 N L n CIO Q N r E N c 00 o Z cc Z �; E O @ a E o ui o o v ¢ c c JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 3.2 I ! • 1 rr `� lrR"R9'" l�'",�. I.�� 4` ` � •1H "jll J VARIES 1'-10" 12' CAP _ CAP 2" *NOTE: 1" RADIUS M _0 N FOAM TO BE USED ONLY WHEN 1/2" RADIUS M `' , r� � i3 1/2" RADIUS �� Q 2" REQUIRED BY N ~ 1" COMMUNITY 3/4" RADIUS 4 V-54' rnv �g 0 N eo - SPECS. IF NOT, �l CMS m CD DETAIL TO BE 1" 2" OPENING VARIES 2" (8 LL BUILT W/ STUCCO. 1/2" RADIUS 1" 1" _0 O , L. 1, 4" VARIES N. S N EDGE OFF N 1'-0" fLx >�; Ri g,) �OPENING - VARIES Y iv o 21,E VARIES ih 2 V-4" 12 VARIES 1" 1" N 1 1/2" RADIUS -� 41,E 2" (D 4" 2 1/2" RADIUS �_ >- 34" 4 ..® C. c")V - _ � CF IN Lfl � � 0 ys.� M17 -CO - M _ L V VARIES 12' 32 11" 32 ® W � �Iv r 1„ ,,, 1„ 1„ 1" BASE BASE N 3,� z 2 Tv 1 " 1 " J4 3„ 4 , mo CV N O I 4" C14 CV IC ' N 7„ CVO 12 �.e.. *NOTE: VARIES m FOAM TO BE USED � 3„ ONLY WHEN REQUIRED BY rn 1'-6" 3 a v COMMUNITY _ 1 SPECS. IF NOT, 1" OPENING VARIES 2" E �N 1" 1'-4" Q DETAIL TO BE 2" 2" —I� T� _ FIEBUILT W/ STUCCO. 21 w M EDGE OF 4" z LO OPENING--'---t`"k ; o : , 1-1/2" THICK 1-1/2" THICK g g a o To the best of the Engineers s knowledge, information and belief, a the structural plans and specifications. contained within these 4" 101, N drawings comply with the 2020 Florida Building Code - " Residential 7th Edition. Engineer's signature and seal is only for o M the structural engineering portions of the drawing pages bearing 0 10" 6" Engineer's signature and seal. ++ 1" 3 24 d N W 00 ao E r ao N N N J I ci mi W a �M� y Q IN ^C'7 Cfl IN 3n - z @ o e- 0 Or W Ivj - 4 6n i)Y. '@ N W QE O r ur)O f 2" 4., 3„ 2" �, w w W U) °' ¢ a 2 2" Q Q �rS IL __ Mz X�o > > N Q V U N N W ❑oo 00 1-1/2" THICKIBM 31„ cD 1 2 z N a 2- o 0 0 4 M Z TW 2'-4" y13 o T 52 1'-5" 52'_� N _ �' o N LO 00 r �M 4-•J cn 1 `o o U IL cn 4" 1" 12 VARIES VARIES �0 11 � N inft 2" -'� I� W 1 N�` c c W cr C;Z4 L 8 t Q s �s ai 00 a VARIES VARIES � Y /® C'4 n r N C Zi 2� _ M ¢ z E 3 3` ( 6" 4" KEYSTONE F11 o KEYSTONE F11 00 J ---�------ _ �A � ^ � � o ¢ N co C4.. N �tOPTIONAL OPTIONAL o.. o Z R>ti E u S W _ Q' ^ CV N 4 H f6 X� 00 a¢ `c c° i R6 •. `O 2 4q" �° Rq 7„ �t s„ 3 0 ¢ z d z -L wo J ' 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" ¢z mo IN :4� S O F NOTE: - s > 2 rn J a° COO z z M • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL 2 d z LOOK & SMOOTH FINISH LU > a o t c-) + FOAM/ EPS MATERIAL IS LL 3 c VARIES Cal ACCEPTED Y o W� �o a y CO o ~ NOTE: `� 3 o^ • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o Cl- 11 1 63„ 11„ 11„ 2'-1" ` O = SMOOTH FINISH 4 4 4 z (� 2" + FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1 '12� 54" > LO 3 8 N r� ai 7" ' ^ m z 4" 3 0, 4„ u / CIS 101,1-4 10 N C N I G L00 co N O 00 N � O CV N ° Cr O U U J � N m O N 0) N R6a v p O N 04 07 N M Q N r c w N o c 00 z oo O et- • W 3 O 'N M M r z E N C CIL c N ��, d U J Q J o a c R'o° r 12 JOB NO : 22-02388 SCALE : AS NOTED GENERAL NOTES: SHEET N0. M� Q _ • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH v cn 3 v, M pn L0 L0 v 0 °Oo 0 15. 00 M O I N s (Y Q M t� Ln ly a co N 0 J N O I L0 v .O a 3 .Q N N d E O _ v C y a� ti E2 U U 0 a :o a Z y I 0 v 0 a) N N 0 0 a cli 8 0 CV W a Cn a m 'v 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. 150AI200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 150 AMP/ 10 #12 copper to 20 amp ckts 200 AMP 11 #10-2 copper to WH #10-3 copper to Dryer R n 2!0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL I. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. , ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--�- FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rOt EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �0 PUSH BUTTON SWITCH (OPTIONAL) FD 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 �j ELECTRIC METER ELECTRIC PANEL —Am==L DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER 15'-0" 4" 0 PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER T � MgIN FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" CD ;> GD Q CO X IZ >� ® `W Q :3: in !Vl =a (t\ , j �,.� C . .. _ � �w � 0 w CIO o UJ" CV 0 CV CV CV .� o Q> , - ry To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronde Building Cade - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N LO W g n lotE w M8NO'D V N J 04 m J LL 0 N co rD C? 0 xt w N rnr-t-� w a. 1i d Y '4OjMV W Lt. ILL D UJ ,,nn V �' _ a, y2 0 L M g O :5to 'N co ILLO W LL co co -6 a N C" � cn 0 V 0 Z 0 —1 W z N M 0 0 z � � Q E3 to — N z 0 u- a--r (13 •f ' W F_ f0 0 v Ln o wLn N N t'CS '- w ® = :E Q L) E y N 0 • o CO C J w z LL E zo > ® Q E o w� 00 o 00 0 b C14 (D i z �o ¢Z Z ww J C/) c - N o 0. _' m0 o 0 m < w 0 Z a° NW W X1 o C7 w� �00 0Ia a� F 3 0 = ;n Ln Lo Q 0 L- H 00 Nj j 0- VJ o m m O N N CD CD NI N a) Q N CM N r E A_- 00 N o z ra z M E j m td m a Ei o U ° ¢ p v 0) JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 4.1 to 00 C'4 00 00 04 In P") 110 L0 V) L0 1.0 t7 (n :19 4� C-1 CD rL E a EZ: E C-) -c- El: C14 9=1 15 C14 C14 U) 9 '10 43 0 (n 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. 15OA/200A INDOOR PANEL CENTER - 10 #14 copper to lights & outlets JNEMA 1 50 AMP/ 10 1� .-copper to 20 amp ckts 200 AMP 00 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN 0 /0 or 410 SER Alu 200 amp 150 amp UNDERGROUND D ii ct POWER CO. FEED _ INTERSYSTEM VsconnL 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17,250.94-Y CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finlSned iloor to center line oi the UOX LO be: to Arr kgenerail. 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 ANSUILIL 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 R450 1.17.1.14. 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 IZ�.. PE�F DUPLEX CONVENIENCE OUTLET Lqd�� PqF DUPLEX OUTLET ABOVE COUNTER I ZnI. PE�W.P. WEATHERPROOF DUPLEX OUTLET K)G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET I 4::�, HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. 4 FOUR-WAY SWITCH _�) $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I_0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 96 TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) [C H] CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) US13 TELEPHONEIUSB (OPTIONAL) NT TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN -41 IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT r-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SWITCH & LIGH1 IN ATTIC SPACE L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - BEDROOM 6 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE W.I.0 M"M E T3 J rTZ IS. �D ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE /BEDROOM 5 0 C.M./S.D. 7 �, N, LOFT N, 12 L/ \3 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE L P0 1 C.M \JU i .11 �T 0 BA. 3 Fli ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE BEDROOM 4 0 6 L M qp 4 ROUGH -IN FOR OPT.CLG.FAN/ LIGHT PRE -WIRE BEDROOM 3 SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1`-0" 0 C:"` ro CN -C 0 4_1 4" 4`7' C, > > E C 0 Oi, '02 U C14 C14 C:), C14 !E�1_ C14 ;z To the beat 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 beading Engineer's signature and seal. W 'q E 8 8 co _j 0 2`0 P4. No *k - W IL U- (L cli M,�T Cc u_ u_ u:i (L W Z� _j Z 0 M I' :e C� =3 to 0 Lu X co 0 _j Cn 0 Z Go Z� LO co Z C14 < IL ILW _j tr Lo 0 6 :5 q CD Z W (D M !P 13 2�: co C, V) M .2 LU U 0, E a OF c) 0 C2, U) 0 < 0 04 M r- Cl) z 0 Z Z < U_ c6 E CL 0 E Z< a u 05 C1 20 , . 0 no 00 0, � E CN Z 0, X Z �z < < 0, Z C/5 Q) Z �E Z 2 . Z Z 0 0 ONE IBM �0 < Q_, Ww C=) 0 C) LO L0 < 0 00 co C:) Ile :3 Cr C:) N C:) 111— U (1) 2 C.0 < 04 0 04 04 LO cle) 04 r— E C14 00 0 Z C E 10 Tv E '0 ;-; 0 0 let JOB NO: 22-02388 SCALE : AS NOTED SHEEr NO. 4.2 0 LO Q cn M M LO l7 v- 0 .n 0 0 J 00 M 0 I N ¢ CD M L0 0 v c 00 N O J 00 N LO v 0 a C O ¢ cV O d v 0 C7 c a� (V LZ O c U y U (U .O d U .O L N N I Y 0 0 O J LZ N N hs v 0 0 d CV N O N N N v a m C f ATTIC VENTILA ION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SO, SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 2 Floor 733 704 101 352 25 176 276.0 0.0 276.0 (Zone 1) Main 0 0 Floor 17 16 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-2 ATTIC SPACE 17 SQ. FT. 4F ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" 0 O fs X ; —M L- CV _ : N ` M O O _r; Cz �.w 4 C- b N ® C U ,W l > - W N N O N N N N �c 50 pi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N n H o E o Q O M 8 N ti N J d u' ago u�, � a N v� r- r= LL Lu - Q QjM� d Y J L.L U- d � Yg� Z N C O 7 °o N O H W �7 'Coo (O M J m W ��pjO' Q a Z IL IL Z � N M 0) O Z O U 0 y W �110 Z N M o � C, Q� Z r; Q Q - N M ^ , C V ' VC1 lV O lL �}^� Ui f V W ij— 0 NJm L1J p �N F-J ■ M j L ® L Qj U o 5K !Tv 0 • Q N S� O O M M ti w z LJL ce _ C O z o > QN W C CU a O U 00 00 U CI O N � O 0 d8 w z o n ¢a 0 w W �� L ng COn C 05 N J 0Y yO0 m� � O 01 QW N ¢ d Z 77 3 ma 'S .< E z a0 nw G C) o o JW w� =3 CD 'O CO 0 o 3 O i LO 0 m M /-\ nW1� — w �00 CID � N .Y M W m N � M � N Q 04 M 04 N T- E E o Z N Z � in E E `m II U J Q Q J JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 5.0 3 a CO M L0 LO 0 0 0 a tp N 0 00 N of a to CN M L8 un q V) .a 0 0 J 0 I A LO C Cr S c 3 CI Q x C d O U i y •o i U :o i z y I Y j 0 0 0 J N t N N N v 0 O ra. NN N N v A m 0 N c C d 1-STORY FOOTING FOOTING 2 - STORY T-4" 5'-10" 5'-4" TYP @ 1 TYP @ STORY 2 STORY (:S�3�) S6 4' 5'-4" 5'-1 VERIFY METER LOCATION WITH BUILDER 4' 11 t H.B. Z. MIFYUOATION ■ I W I I I I: r- — o L_--J o-� ELECTRICAL PANEL (2) #5 REBAR 00 T S3 co VERTICALS w/ in S3 I 18' 4" 10 0" 0" '- 3'-8" � I 20 _7' FILLED CELL o SLOPE SW BUILDER TO PROVIDE 1/8":1'-O' I APPLIANCE PROTECTION io I 4" I S _- ..---77 WHEN REQUIRED PER FBC I I3'-0"x8'-0' S6 TYP f I �-3 1/2' SLOPE I @ CONC. 2 STORY OPT I I (PATIO — REF III I fII -- CJ CJ - zo TYP @ 1 I PROVIDE 1 Y2" RECESS 2 STORY iv STORY FOR SGD, REFER TO 2'-6" x 2'-6" x 1'-0' I 12'-6" x 2'-6" x 1-0" ( MASON'S SLOPE FOR J LO q I W/ (3) #5's E.W. I W/ (3) #5's E.W. WIDTH l i 18'-53" SW CC S3 CHASE TO III I I ID W _ ' I ISLAND I I 11 r/, q 1 d,N I 3-1/2" MIN 3000 PSI CONC. SLAB FOR KITCHEN j -�' j o HERNANDO COUNTY ONLY ISLAND LOW II �Ih WIC U �1 -1 '- 3'-0" 2'-6" x 2'-6" x V-O" I PSI SLAB OVER 6 I L- W/ #5'S E.W. Cl) 3-1/2" MIN 2500 CONC WALLS 1 II - 31- 1 -- #5 REBAR 2'-2" (3) I MIL VISQUEEN VAPOR BARRIER I 1 11 - �Ilm 1 1 r V VERTICALS w! II Ilz I LL1 —JJ� I C S3 CC in FILLED CELL I I II -I- CJ I I _ SIM. S3 o Cl)o d _. 2'-6" x 2'-6" x V-0" ' I W/ (3) #5's E.W. 21'-6" 8'-5" 3'-10" 2 STORY TOP OF CONG.I I PAVER TO BE 4" 4„ � SLOPE � i o0 S3 • 2'-6" x 2'-6" x 1'-0" J BELOW FIN.FLR. 1/8":1'-0' I TYP. W/ (3) #5's E.W. S3 5'-94 22'-10' 1'-3" 5„ 1' 8„ 1. 1 18'4° 3'-0" " 2'-8„ 64„ 18'-10" I PROVIDEY2'x9%2" _ __... ........... REC SFOR FRT. DOOFJ ................................ .. ... ....................... .... ih INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB L W•C.J / / t I / \ I M TYP @ ALL PLACES SHOWN I HOOKED FTG. DOWELS 5" EMBED I W! 25" EXT. ABOVE SLAB "GRADE 40 / / STUB UP TO % �j �' / 2ND FLOOR ! II FOR A/C t } PLUMBING :CJ CJ /� STEEL - - - - ANC HVCHASE / /�' / I _LINE TCI ' - _----- I SECOND - SHOWER I FLOOR ' - T: �-- - - - } I M (co BASED ON LOCATION / / GSW (I{ l� - o0 :1 M �' //�/'/ S6 TYP@ r 2 STORY 01-0" S6 STORY M / AC PAD 20'-10"6 5'-0" �LAV. i LAV. I I iv I I(r TUB } 1' AC PAD' I M--- --------+— --- M + H.B. A ,. S3 TYP @ 1 STORY 1-STORY FOOTING FOOTING T 2 - STORY J S6 TYP @ 2 STORY 1'4i° 5'-9" -10" 3'-5$° 6-4- FOUNDATION PLAN MONO - ELEV-Al. 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 If BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN If w w Z cn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" _ � C% r �: ill • .' #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. • ' - HORIZ. REBAR, TYP. - ` U.N.O. -Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" tom- p CID U CN x C� ® u O CQ E 0-W N O N N_ {' �a }� y' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NCD W Q v E O p 8 W I.- N 0 � N � J ci Ea tt �C— w Y ejMQV Sri ii a�0 � Z o 0o m ,—pNc_p O W a¢a Z 0 oo 6 N Cl)Z a �,n O ZQD O U U 0 W ❑ ❑ ❑ Q J - E3 N M to � o LL 1 1 (10 N w m U O � N u! $ .may N U) U 6 w ® 1- -- E � w U 'o c IS <0p C 0 m 0 m W M M ¢ o Z U- E E o E oo w1 <� ze U co I— Q 0 x0 a` ° K �0 OU °Z O N Wz o Qomo wz �� Y U O z I Z Q W W Z g° gas Q o� a mw c � < o �� az =3 o cfl w� �O a F v za °3 C _ M L LO iu rn m Q M N F-� 00 M m a-+ O N N CD NI N LO M Q N N T- ci E c CV o Z m Z E O iri (n E U a -j Q p JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 6.0 QD C14 rn r') LO LO 00 C= C14 C=) -5. 00 00 11) C14 C14 ZTE L0 LO Cr 00 co, C14 oo 00 LO LO C/) :9 C I t1- C14 E E CP 1z C-) a_ (D Cn 5 -0 -2 S14 C'4 cm 16 CL CN im V) 2x4 STUDS W/ USP - SPT22 @ BASE SEE J/S6 FOR MORE INFO. 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE: 3/4" = V-0" < < 1 /_0 (2) ( D22 ) (2S6) RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft flND SPEED (ULTIMATE) 140.0 MPH flND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) H I P ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SCI FEET) VALUE DENOTES SUCTION [4:121-[12:12] --T a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 — GABLE -38.22 -38.22 -60.99 -60.99 -60.99 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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: @ 1 SHINGLE: 3/16" EXP- 1 (2Y16) or 1V32" EXP- 1 (33/16) LL��L lV32" EXP. 1 (12/16) NOTE: 1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1 667 RSRS-03 1 Od (2Y2" x 0.131 NAILS OR ASTM F1 667 RSRS-04 (3"x.1 20") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 1xv CJ1A CJ3A 77 FTE3 W LL A @ 24" O.C. x M2GE ..... ..... ... CJ58A ..... ..... ..... ..... < ..... ..... .............. .. .. -7 . ........ . ...... .. F72 I I FT1 :7 N 0C LL ....... . N N M LL z C1. P LL 0(2� X .... (2 7 co W LL FG4 0- A� >< N N N CJ5A N LL N >< N N 100 �1:1.Mjjj L ul ............. .. .. F76 FT4 >< U N N LL FT1.4 ........ .................. ............... ...... ............... L ... _FT5_ ... ..................... . ..... FT7 . ... .. x x 0 N U- d 7- 1v N 0 LL .... ...... .. ....... . 71 .................... ...... ....... LL� N N ................... ................ --- N N N N Cl) LO I FTE4 j 9 N -1 ( i ) �A �2 %--j W LU ILL 2� �2 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875(1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA1 6 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 140 0-1 dx / " F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Old x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- W/(12)WS3WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 1 5/8" ANCH. / (26) 1 Odxl -1 /2" HTT5 5795 5/8" ANCH. 1(26) 10d x1-1/2 K HD3B 3130 3050 1 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4- x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8- 10dx3" JUS26 100011080** --- 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 -1 6d x 3-1/2"' R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT-M 4940 3555 wl (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 501 0-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 -1 Od x (1) 5/8" ATR W/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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 (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 31 00-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-1 Od x 1 1/2" ICP? ARO 570 (20)1 Od x 1-1 /2- MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 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 (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) i I OR2PLY WRIER 12 P Y 'V,3RIER-J —(A) x C4�NTQ L DGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-Al SCALE: )/4"=V-101" 0 0 >< M Uf CL �C: -C TO- x- > CC) 0� E t M 0 0 :3 0 0 > > Lij C14 C14 7.1F 4.; % 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. LO E 8 R im - 0 q 1,0 (A 0 2 'm 4t U) P�. -- - Lu a- c,4 0 LL a. LL LL u- w z Wo 0 0 0 1,- C'4 (0 M y -j W U, o M < U) c� Z 00 - 6 -j 9 r- Z - 11L C, x LI) 0 IL < 6 =) 0 0 M co 0 �2 z: 2-1 w Q) C) �2 — LL 4--J c/�, Lu 0 0 L. -, r, 04 E all —Lu U) 0:� co o co z Cn co z z U- 2L E z mo z < F= 8 CU C1 E z E 8 z �o z w w a w n" o, 0 z o U) o ! z� zo man 'o z w w U g < �j 18 0 < 0 L0 L0 cc < 0 CL (1) F— L- 00 co 0 C:) C) U) < 0 0) CD C:) LO C14 C'4 E a 00 0 z cc z j6 E ig a- E 0 0 'a 0 _3 < Q -j JOB NO: 22-02388 SCALE : AS NOTED_ SHEET NO. 7.1 L:.dl-iYl,5ttdA'yffk1L61ri'!Ekl.11t•Nl6fARli®�till ®1111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillillI III[®�ibf••• ,,.4„4 Ilt:...alilii 3 2 N LO 11,13 v cn S 00 N 0 J 00 00 a I N x a cc P LO 12 C, V)) 00 N O J 00 N 0 I t[) L v Cn 39 G 3 a N c d E Iv (D E c c J y a� t7 F2 U N U N .o i U d z N I Y i 0 0 0 d t� R N 0 0 a chi 0 N CM m 0 N CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO 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 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I (' I a I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: I p1 1 1 10 E SHINGLE: %6" EXP. 1 C%6) or tY32" EXP. 1 (3�116) TILE: 5'32" EXP. 1 (33416) _ I NOTE: I ` , I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS " U 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1s/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'h" 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 a=oft GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 J 2 X S6 X +— M ur) 0 C) tr) M r 77 I I I .. • : \ : Al �—k- I CJ1 CJ3 CJ5 I i I I I I .... . ................. W I1771 ............. t .. EJ7G ... ... ... ... (�c i CD 'B2 B1 ..... *— * , ..... i t —** 7 t Cl)IL Lr) U U 0 v 2 J 2 v u u UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d 1 345 305 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 1/78, 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5l8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 `* 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 *` 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 1 3330 122 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" BE w/ USP A- OC EPDXY V_ (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SPi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 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 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 (6) 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 6-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" ®� O 0 co tad f�2y., U N' _ u `V w Zi � S— fp � c2 tTS C _ W > _ ( to G `0 5_ >>i_:- f. N O CV N N N O 0 yn 4y 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD W tE 11Co aM �°�4t 24N O # J N O u- G �� ins N it � a fA C,4 v u. CL Y .. llJ y Q = -j Lu t L u- J d O s� 0o _Z W � 7' Cj a 7' LO �N-, Z � D O LLW N Q U -j co OU Z ❑❑❑ o g Z � o r V) M O '-J1 V lL T :n LU OLU N a E I L toS N �O w M" o Z � � O E E zO W O zo Q N za o� v <= H res x U ° p O o CV as Wz o wZ _Z =3 � <z SE O Y mp 0 z LL to Cn O Z O U o l �w COS oLL �w Q Y r3 st- a to V' F� oa zIa ao O_ U 3 � CD _ � > �J" r ' rw7 / Y J m Q cc N 00 O � O CT CD Y flo I N CN .� N LO Q N co N T— E N 00 0 Z Z N E d) m c c d E ci U Q p JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 7.2 3 _ tY co M LOj v N 0 cV 00 J O I N cc M M L0 O Cr 0 0 0 J M O I LO v 39 0 c 3 Q N 4 i O.. E `v C LZ O 0 y .o a z y I Y 0 LZ N N N 0 0 a 0 N JJ a Q m to GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY,.LOTTS 811B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T FORM do GROUT SOLID r. I Of (V Q O W O #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. Jill TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T a' III tNOMINAL. QUANTITYOFT WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT < MATERIALS cT prf ecaslintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR ATTOP ALTERNATE POWERS IN. (1) REQ'D CLEAR STEEL LINTEL d a ° .M.U. #5 REBAR AT TOP e� G MIN. (1)RECID ° C - 1-1/2" CLEAR r a ° GROUT < J O L �2' C C.M.t a 5 REBAR AT = to w BOTTOM OF O a <n z w - LINTEL CAVITY o w0 w X W -BOTTOM 0 o_ 0 O REINFORCING ¢ Q 0 ¢ 7-5/8"ACTUAL PROVIDED IN Z r` o w a"p NOMINAL WIDTH LINTEL ¢ _' O 3: J. it a #5 REBAR AT E G ��% AS INDICATED (VARIES) , a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-2" LL O 4'-2" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" O Q- C-C W Ll , L la� s S- .40 M i1! � = Q W (n ® ® `. ¢ >>�. ®W N N O N N N 0 ,a f v a++. =r �kn 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 F of aor a MR Nam'* N .1N m J LL Q 3�00 U) * LL W a M JLL a LIJ � o Z J. 0o _ Cr 4:5'i64 LOB W 0�Frn -J a a Z 00 N M Z W to 0 IL Z O U U-1 w W Z N ch 0 00 Z ao Q � N (JJ Zf w V^), Cr W o � a--i m O I � w o �+ ! �y N N S in (a r- U) W J r - E iT ) N m o o C.0 w M O Z I LL-=o E Wo <s Q O N U �o z© oa a� cWip 0¢ o � N t a= wz =3Z Vi Q o o Y mo z� J Z ¢� >z Zsz 82 go IBMd 2� d nw U o w< ;o O V- zla aF � 3 0 C 'C : _ _ LO L0 cc I- L00 (V o C\I Y Cr J m ca Q 41 p N N CN -Q N Ln M N JillN r E N 00 o Z m Z E 0 m m E 16 U d Q J JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 8.0 0) LO cn 00 00 00 C14 C14 L0 2 C, 0- V) :19 -0 00 I=> CN C> 00 L0 L0 V) cl> tl- E 0 0 LZ P" -0 E 0 CL CL 0 .2 LZ C14 8 C14 CL C14 Cq C:� sIq C14 C*-4 P V) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1, GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (11 524MM) 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 (1 524MM) 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 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP 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. SPECIFICATIONS 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 TRI11-114. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR ILL + ROOF ILL TOTAL DL + FLOOR ILL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1, REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 GROUT FILLED MASONRY: Y4" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) 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 STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4,4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4� IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTIM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTIM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDIDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. -INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTIM A36/36M 05. 4.7.4. STEEL TUBING: ASTIM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION � CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-13" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and E spray hea s 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 tra S, etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee of a size and depth that will eliminate the disturbance of Soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete oyerpo� and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be aFplied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department b licensed pest control company before a certificate of occupancy will be issued. TUcertificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH I + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. _0 a) 0 0 X CL" _00 N - ----- ---- dx__ 0-, E M cf) 0 0 -t CY3 > > LLj C14 7 /2, t. _7 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Enginee�s signature and seal. W '4 0 CD 'w ot E 4o C81 CM4 8 ('2; roo 04 6 0) 4t LL 0 cc 6 ul - 0 0) .2 co w Z z? uj CL N 0 ce) -t C-0 _j :� -L - X 0 Wo z W W zco LL IL 'F1 (14 (0 02 r.- 05 T - 0 0 LL _j co _j a ur) 04 Z 04 cl) . . < W 0 0 < 5 q z LU 0o co Cn V) Z m (U LU c U 0 Ln 13 E 8 0 o 4) o , tffil .4 CD. z o z z < __j U_ cd- E CL 0 E W z < z cu r-L C:) E no o . = < 8 uo ou 5$ x z z 'HE C11 :9� U) U) o � �, 1. o I , �o,� �E z 2 3: CL >, io m o < z z :� C F C) 5. cz) C:) 6j, o L ol � < C:) E2 LO LO ca CL 00 co =$ 0 N Cr C:) C:) U) M 4-J 4-J 0 04 C14 1 C) N C:) M CN M 04 04 L0 or) 04 T- 6 E M C 00 �i 0 z z E 0 E 0 2 13- 0 0 'a cc < 0 4) JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. SIN :ZE co cN Lo LO 2 0 :3 oo C'4 co oo cN LO Lo 60 15. oo 93 LO ine _3cr� cr) E ID. u) LZ 0 0 4 .CD CL 1> -5: 0 C14 CN 1Z r10 04 8 1�� C-3 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ..... ............ ...... . ...... .... .. -�i - I. .. *...'_... 11 ............ ......... ... .......... Q ....... ........ ......... --- ......... ........................... 16GAxl-1\2" LONG (3/4"-1" CROWN) MAX'' 16GAxl-1/2" LONG (3/4"-l" O.C. VERT BETW ..... . STAPLES @ 6 EEN .......... . ...... CR v ) STAPLES@ 6" STUDS (NOTED THUS:-) - OFFSET 0 OWN STAPLES BETWEEN STUDS AS SHOWN C. VERT INTO STUDS (NOTED THUS:-) V METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH "ONLY APPLIES TO LENNAR TPA/JAX** 101-01, TANK -LESS W/H I I % CORNER OF HOME H C G GARAGE SIDE 000 'V 5'-011 STUB -OUT FOR r - -1 0" L 1 9 _1 LO GAS METER 0 0 L) 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 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 MAXIMUMLENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T.5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (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'-V (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-41' (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 BC10joist 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 2x + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1_� 1/8" gap N1 -i FILL CELL --- STD. 90' HOOK BOND BEAM LU STD. 90- CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION A'D TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid bl,,k,11 .. t, from Solid block all.posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T,S. 1/8" min. i 2" max Small gap 2" min. " . max. --I Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min, 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" . 16 6- required when indicated or 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higherthan 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below.* consideration. Check k local building code for appropriate details in One 10d box areas=20 of high or�21 sinke, lateral load. nail each side at bearing. . BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* c' oal bearing Zw '0 Web Stiffener Fastener ScNedufe Joist Bearing Location Series � Depth End I Intermediate] BC1 5000s� 9-1/21, 2-8d 2-8d 11-7/8' 2-8d 3--8d 14" 2-8d 5-8d BCI 6000se BC16500se 9-1/2" -fl --7/8' 2-8d —2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6 -8d BCI 60s8 11 -718" 2-8d 3-8d 14" 2-8d 5-8d — 16- 2-8d 1 6 -8d BCI 90s�'-' 11-7/8" 3 -161 3-16d i 14" 5-16d 5-16d " 16d 6-16d SIMPS( w/ (22) NAILS I 5/81 THRU BOLT SIMPSC w/ (22) NAILS I RTRUSS OP PLATE jut TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META1 2 Plumbing META1 2 TSS INSTALLATION UlJoist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET he 3 4 QY-' Provide adequate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block 10d nails require additional consideration. (2x4 minimum) SECTION INT. BRG. WALL N.T.S. Bearing wall, Versa -Lam LVL or 0 Glulam Beam 10( s amLvLorw 7a;L MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch K or drill flanges I (se, )tch DO NOT CUT HOLES 6" 6" BE CUT ANYWHERE IN LARGER THAN 1Y2" A 1Y2" ROU CANTILEVER THE WEB. PROVIDE AT ROUND IN CANTILEVERS, LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)12'. ELM NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1,Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. ... - 4. Install tight to top flange. 'A. SLEEVE THRU STEM SEE PLAN FOR Joist ha nge FOUNDATION INFO 4 STEM FOUNDATION 'is ai'wl'h 10- 1 "0,0, fl nslall ligh an ,e M ist Ahanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /l/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 'LA/C CHASE �4-PVC� (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" 10A X1 1 /2' 1 NAILS UPLIFT 1015# TYPICAL SIMPSON H10A INSTALLATION 015 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� I . . .1 4 1E]l I lEd I F1 N PLUMBING LINE PVC OR SCH40 SLEEVE — . . 4 4 P SEE FND. PLN. 1 SIZE& REL� 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE .4 4 z cD A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 41. A 4 7 SEE FND. PLN. ? SIZE & REINF. I NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1,Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. ... - 4. Install tight to top flange. 'A. SLEEVE THRU STEM SEE PLAN FOR Joist ha nge FOUNDATION INFO 4 STEM FOUNDATION 'is ai'wl'h 10- 1 "0,0, fl nslall ligh an ,e M ist Ahanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /l/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 'LA/C CHASE �4-PVC� (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" 10A X1 1 /2' 1 NAILS UPLIFT 1015# TYPICAL SIMPSON H10A INSTALLATION 015 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� I . . .1 4 1E]l I lEd I F1 N PLUMBING LINE PVC OR SCH40 SLEEVE — . . 4 4 P SEE FND. PLN. 1 SIZE& REL� 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE .4 4 z cD A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 41. A 4 7 SEE FND. PLN. ? SIZE & REINF. I AD r- 0 > 4' C's 1- 0 0- 0- co X"11, CIA i".211--_ M Ll- 0 C: 64',�a 3: C13 > -a b rvoo c- CU (n 0 0 7 C: CN C14 C=> 24- C"> C=� c", 0 J 1-- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda 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 gt E co co 4 c-, 0) 5 c, 6 c G V _j .2 .6 'D 0 o? a Lau -0 up 0 , - L 04 0 cL 0 4 U_ L� CL 0 0 3 06 �r_ co C, 0 P 119 :S. Fa c'4 (D LL _j :3 0 2 co W co < oo z _j CL 6 L0 c�) L/) 0 usW us CN 0 0 _j cn z W (D co (o V) (D Q) �2 4--J u-�, - Lu c m 0 Lu Ln I E 8 U 6 zz o 14M A& A C> c', Ce3 , z < _j LL_ ce E CL E 8 z z 'o z< R t� o. (6 E , �11 u o ,- o' �z z '0 ?M W F� E Lq "o, z, 3 z <. 2 w 'n one R <- no z CL LU X o 0 E2 U: 4) t > LO 6 ca 0 (D L_ 00 0 (D c1q U) (0 0 CN C14 C) C) 04 -0 C14 L0 M CV) cv.) ce) r- E 00 z M z :3 E 0 �b C 2 E 0 0 'a C13 a) 1L < _J JOB NO: 22-02388 SCALE AS NOTED SHEE7 NO. SN 1 M cr_ L0 L0 V) 111 C, .0 -2 00 9 '61 00 00 1`0 C14 04 W C14 LO L0 -0 0 DO 00 00 in C'4 21 C t1_ C%4 E E 41 E a CL M CL q) 0 LZ C'4 Eli- C%4 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL -_ 12 -1 VARIES INSU FOR UNDERLAYMENT 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B V _2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN,) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" Dik X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM El I Mi I I 1�1 D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE 17:9 R905.2.6.1, FLORIDA BUILDING 11 -Ill- CODE 7TH EDITION (2020) 8" RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT [ GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-101" "i S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 1 \2' N. 0.. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7 O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1 #5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR z: ---.,-ARCHITECTURAL 1x2 PTWD FURRING @24"O.C./ FINISH 1/2" GYPSUM WALLBOARD-""' U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) Q TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 i /--NOTE:EXTEND WIIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 TM I ce) R1 k" 6 M I L VAPOR BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT._/ 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" 1 V-8" (2 STORY)l DETAIL) TYPICAL WALL SECTION � �A SCALE: 3/4" V-1)" � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB-\ 14" O.H.D.RECESS PAVERS� :2� C1) 00 r I =1 V I'M SEE A/S3 OR J/S6 "M FOR REINF. INFO. -.3" MIN. CLEARANCE 1 (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 't8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 'i"i �3 ADDITIONAL INFORMATION. _Tv�_ �Xk -7- -+5;d \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" 0,C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X"@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) _vSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N�O- SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL ,,-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 V-10" (13302.11) 2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4- O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" 0 C W/ IF NOTED, THIS REFERS TO THE 2x3/16" PLATE WASHER (iW) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL 1E =1 x A. F. @ 24" O.C.) 2" x 6 WlAx W1.4 ATTACHMENTS 1 211 b x x I , 1 , , - z 3 1/2" MIN. /WWF OR , ij IBERMESH 3 1/2" MIN. WWFORFIB RMESH 4 ELEV. 4-3 1/2" A,\ 1 6 1 - 4 iqv 0 .. : t. . P. 2x4 CONT-.-/' A . F.F. o 111 .111 111. 13 112 rn .4" '�/2"(min.)-4" C"! 7 it 33 11/22-1(min. GARAGE DEPTH VARIES C31/2 (min.Y -).7 1 00 00 7 I I I 'r 4- (2) #5 CONT. NMI! L41 IF, r=11 ELI 4" V-4" 8" (2) #5 CONT. 4" i--. � - MIN. U.N.O. MIN. GARAGE SLAB AT STEP K"B� U.N 0. TYPICAL BEARING WALL ---- STEP @ SHEARWALL TYPICAL BEARING WALL @ STEP (C C �C_v SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" Ili S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W1 8d COMMON NAILS @ 4" O/C 2x S.P.F. S S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS @ 16" O/C 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 0�Moos LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10--0" (R302.1 1) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C, 926 APPLY 3 SEE SECTION C/S3 FOR 1 "x P.T. STUD - 10'-0" (R302.1 1) ADDITIONAL INFORMATION SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL "C's GO @ 1/1"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) 1 Od NAILS @ EA. STUD 7 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR X 3500#, MIN, TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 20" MIN. LAP [24- MIN. LAP] X SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE #5 REINFORCING A _j *SIMPSON SP1 SPACED EVENLY FIBERMESH Zr BOLTS 6" MAX FROM 6x6W1 4xW1.4 w/ (110) 1 Od NAILS WEEP SCREED INSTALLED I I A A BAR x LATE"' 2x P.T. PLATE -1 " I ^ - LU END OF 2" x PLAT R FIBERMESH TYP. PER MFR INSTRUCTIONS X 0 E WWF 0 #3 OR #4 REINFORCING BAR LU ASSUMED FINISHED E / o GRADE GRADE 40 MINI, Fy= 40ksi x -i #3 & #4 LAP SPLICE X Cl- [GRADE 60 MIN. Fy= 60ksil C/) FINISH GRADE 60 M 25" MIN. LAP [30" MIN. LAP] a. 11 9 MONO OR STEMWALL_11 J x :5 11 1 =4 x LU C? AxA, U) FOOTING MONO SHOWN l> j � z LU At, CIO x FOR CLARITY 6 MIL VAPOR BARRIE' ETi7-,T,=T_i r mn. R 17/8" :T 7T M! #5 REINFORCING BAR __E 1 #5 LAP SPLICE I- � Fjj-_1j _11-ii 1> [> v (2) #5 CONT.- -VI NOTE: - -1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS Llli�i 1-111- 1 1 X/ *FOR BEARING WALL COMP. SOIL. (COMPACTED TC 8" V-4" 8" U AC 111 11 I -IT 10.. (TYP.) 95% MODIFIED PROCTOR ASTM I F��I I E7_11 W/ UPLIFT ONLY REA D1557) IF 4" V41 -'--#6 REINFORCING BAR #5 STD. 90 HC10K #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF"'� WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" VVWF OR FIBERMESH (min.) 4"--, A. A 00 7CALE. 3/4"=V-101" "'iii, S3 GRADE _::(1) #5 REBAR w/ OPT. I -SCREEN ENCLOSURE MIN. r/ 7 TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS co A 471) .411 11 I-J I I III 'HE ::I I Fj I 00 ti I It -El 11 SEE A/S3 OR J/S6 --""'r4T_1r= F1 M I I it FOR REINF. INFO. 93" MIN. CLEARANCE 1-4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" "i �3 1/2" GYP. BD, P.T. 2x 2 HOLD GYP. BD. 1/2" FROM SLAB 4. CONT. BEAD SEALA& INTERIOR -3 1/2" A CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 -1 F- IT I� 6 MIL VAPOR -=I 1 1=17f `L_'=' : BARRIER 1-1 1 Ij RIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) 1 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 AT 24" O,C. MAX. x CONNECTION INFO x A 4-7 SEE PLAN FOR x & LAYOUT DESIGN cj�l 4: TOP OF BEAM '9-/ SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 0? A A BEAM SIZE & CONNECTION INFO Tff. - co 7 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING RE z ATTACHED PER NAILING FOR REINF. INFO. U) 0 LLJ SCHEDULE OPTION #1 = SEE TYP. WALL SECTION FOR ADDITIONAL § SEE PLAN FOR STRUCTURAL SLAB INFORMATION LU COLUMN SIZE AND BASE Es Uj LU CONNECTION INFO. SLAB STEP & RECESS a S.G.D. K"M� SCALE: 314"=1'-0" 2X STUDS @ 24" O,C. U.N,O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND I GARAGE COLUMN TO PORCH SILL P1 AT 8" O�C. PAD FOOTING ATTACHMENTS & 18/D1 , " 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _--�INSULATION PER CHART z 0 ARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFO ON FLOOR PLAN C/) -SIZE VARIES PER PLAN MIN. #5 VERTICALS Cl) 009 2 GRADE CONT. BEAD SEALANT > LU w/ (2) FILLED SOLID (SEE PLAN FOR _17T K 6 x 6 W1.4 x W1.4 Jai LU SIZE AND REINFORCEMENT) LU = WWF OR FIBERMESH LU C0 Z Z) P= 1- U.J a- LLI 5 A BRICK PAVERS or SLAB PER 0 U-1 U) 0 0 0 411r] 0 COMMUNITYSPECS U_ Cn 4 11 1 C. PAD INFO ---------- -B TAPERED COLUMN FRAMI INTERIOR WALL SLAB STEP NON G rK SCALE: 3/4"=V-0" SCALE: 3/4- V-0" LU TL -FOOTING D HI BEYON PAD REINFORCEMENT-/ T 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. "i �3 0 0, 11�- 0 (y) 6_0 C\l �j 0- CID K C14 c1q cu _4� C: 0 (D > rV7 E C:X (Tj (1) 0 0 C: > - > 70 UJI C14 s 0 0 Z % To the best of the Engineer's knowledge, information and belief, t a structure p ans and s e Ications co tained with n I ese 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 W 'q' E 11- 0 4 s rZ 5 N Ci) Lo C-, 0-0 �; * - a) t 0 -5 �; 00 20 9) -�;2 - * u� 0 C-, L-L 'U" LL U_ 'y 13 LL, X 0 z :� -. , 011 �a CC .a 1% 15 'L- cq (o 0 1- Lr. _j co W 0 W (0 co < 4 Z OD '0 04 Z C 1) IL _j 04 < 0 _j co W al 04 Q (D - .2 4_j C/D. (U LLJ 0 Uj TW U') oil 8 -0 U) CLI < in 0 4 402 CID E E 20 - <� CU 0 0 C1 0 0 C) 0 z no C: < 0. '0 10 C: .01 z < 10 .1 z 50 �0 < 1.2 < '0 .0 CD CID 2 C:) LO ia) L_ 00 co % 0 :3 Cr C N CD U) M 0 1 C'4 C) 04 C%4 LO co CV) E 00 0 z ca z in E C) U) E 0 0 "0 _j JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. S3 (MONO) ZWE to LID LID 2 V) C> 00 C=� 00 00 PII) C14 C, LO Cr 0 -0 < 00 C14 00 00 C14 LO LID C14 8 E co E 9 LZ E2 .2 0 0 (D W 1 0 3 -2 J� 0 CL. C`4 C11 Jv� 0 =1 5___ (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER /,//-SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) ------2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 501 8" 7 5/8" 8" - i A v -SOLID AREAS ARE TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" J JK OR S J/ 2 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN VARIE5 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. "----,,--PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S. P. F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W1 SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C SIMPSON SP1 W/ (10) 1 Od EDGES & 8" O/C FIELD NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8'X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT /I - 1 #5 VERT. IN CONIC. FILLED CELL W/ 90A STD. 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. DIMENSIONS SEE PLAN FOR FOOTING GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 7 5/8" 8" Ct DOOR OPENING DOOR OPENING _Ai TO DRAIN - I 9 F1 _m EXTERIOR F] WALL WALL CLEAN -OUT rA F1 SCALE: N.T.S. FDI v 1STCOURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW (7� MASONRYLAYOUT D� SCALE: N.T.S. "4,) KNOCK OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W1 (1) #5 FOR CONCRETE PLACEMENT 7 4 1 - I I � I -8" STD. 9d'HOOK 8` BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION - ?; hLINTEL --- --- ILL] NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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 - MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE � ir UJI > FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM.) 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.) GARAGE ENTRY FORM DETAIL GARAGE DOOR------. 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK 4 7 'BOTTOM OF MOI INTING R POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS@ 8" O/C TYP. DOUBLE 2x TYPICAL (U. CRIPPLE STUD N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT BRACKET TRACK AGE R L-I%J%JFA I Fir% Fx 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. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4- (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT EE FL R PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED I @ 12" O/C FOR 2"xl 0" OR GREATER HEADER 3 G \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: 4A �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 wt (6) 1 Od x 11/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. B BEARING WALLS NOTED WITHOUT UPLIFT OT. PLATE WALL HEADER DETAIL SCALE: N.T.S. � �4 SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD �7pq TRUSSES @ 24" O/C (T' UPLIFT CONNECTOR (SEE 'P-) SEE ELEV. SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATE RESISTIVE BARRIER�� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET S FBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRE COMMON WIRE NAILS @ 4" O/C -7 BOUNDARIES 6" O/C EDGES & 8" BLOCKING L.0 O/C FIELD ;2� < 2x TOP PLATE C5 \II!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS B0170M CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 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"Xl 6" K.O. BLOCK W/ 1 #5 CONT (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL----- H 1 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 0 PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 4NA 4 SP 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS 1 W/ (4) 6d TOENAILS To YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS c SIMPSON SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS SIMPSON SIMPSON SP4 SP2 I LU NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 SIMPSON 11" SP4 NAILED INTO TRANSOM FRAMING SP4 SIMPSON spi SP4 TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/'�j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8 :'OXIED A.T.R. I& NUT 'OXIED A.T.R. I T DXIED A.T.R. t & NUT 2X8 P.T. BOTTOM PrTE I I FT_ \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W1(1) #5 CONT. & FILLED @ 2'-0" O.C. MASONRY WALL 1 Od NAILS @ 4 O,C. STAGGERED 10d NAILS @ 6 A S 0 0 TRANSOM FRAMING N BEYOND. y - - - - - - - -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" OIC EDGES 1 10 rE SHEATHING & 8" O/C FIELD 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 oJ_518"X10"J-BOLTS@24"O.C. 1 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. (D r-0 0 Z:� CY) m LL. a) U) < a) �o 0 > E (n 0 0 CIO �5 > > > LO C14 C14 v,� CN J 7 7 % 7 '�7 thestructural lans and specifications contained ucomp ithinthese drawings y w a 0 Residential 7th Edition, Engineer's signature and seal is only for the tructural engineering portions of the drawing pages bearing Engisneers signature and seal. LO W ": E 0 0 , 8 fl- I Co C, , , . rj C'4 cp W 0 J01 LrI2 4. u. u, Uj CL C14 0 7 m LL LL _j -6 a. 0- LU - 0 22 ca c: �; C'5 CT, M ca C� 0 0 M I- U) co m < z Z < W L') C) 6 z W U) V) a) 4-J (a C� U 0 LU un :� Jv ft- bigE a) En 014 C:) '0 C-� C13 o z z __j U_ El E 0 E F. Z. _o �§ z < z� 0� U Iry . y mo oo 0 z E I c , ra om z S �z cf) 0) (3), om 21 z z �O 3: uc" W 1 �§ ow P �7 njC:1 aw> 0 1� C) LO LO 11 < 0- 11- 00 1 (0 N 0 j j CN U) 0 m m < 0 C,4 1 CN C) C:) C.0 04 -0 -0 0) LO co C14 04 ce) r- V C14 00 0 z ca z M E za c: i CL E 0 16 0 0 _j JOB NO: 22-02388 SCALE AS NOTED SHEET NO. S4 Vf, C,4 1"') 39 _2 00 § Z. 00 co 64 A to LO 2 00 C14 00 00 LO Cr :9 C14 CL E E 0 2 CL __0_ 73 CL C 1 0 .2 9 Jj L C14 S'4 -�i Ji a SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) NAIL W/ SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 116d 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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 7_ 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI 3 BRACE SCHEDULEFOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE -- WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GAB ETRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6 O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTT OM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS W/ 10d NAILS @ 6" O.C. THROUGH CHORD x L EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) ! 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL wl (2) 16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 x DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" AP FROM RIDGE FASTENED AT RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) rl" AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING /--1/2" CDX PLYWOOD OR ,,,-112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2) 16d TOENAILS 2X4 "T" ON TOP OF PANEL x . . FOR \ 2x BLOCKING BLOCKING, FASTEN WITH 2X4 "T" ON TOP OF PANEL BLOCKING-�� WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES f10dx3"@4"O/C FASTENWITH 10dx3" @4"O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. 2X4 P ANEL BLOCKING @ 48" O.0 2X4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 W/ (7) 10dxl 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C 1 1/2 x8 J BOLT@ 32 O.C. MINIMUM 6 FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER -SIMPSON META1 2 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 W/ (7) SECTION O.C. MAX) W/ MIN. 4" GABLE WEB -SECTION r2 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE SCALE: N.T.S. 1\15� 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) C ON SHEET S5 FOR x X-BRACING, AND TOP co co x SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING 00 ;o SCHEDULEFOR INFORMATION SHEATHING DETAIL BACKNAIL W/-/ _111 2 _t (2) 16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE ---- APPROX, I" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) VA _tD e BOTT. CHORD FOR 4 10d & (2) 10d TOE tw 11 TRUSS SPANS NAILS @ EA. END 1� ATTACHED W/ 2 - 16d 1�t 1/� 2x4 PANEL BLOCKING --- AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM [NATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ (2) 16d TRUSSES FROM EA. NOTES: END TYP. TOP & TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SH WN R 3-PLY) / 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 111 BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALEi N_T_S_ S5 x4 "T" BLOCK[ 2 NG 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED NAIL W/ 10d NAILS @ 4" 0. A TYPICAL :4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(/'� 6 SCALE: N.T.S. S5 DIAPHRAG BLOCKING @ 48" O/C ,,—G BLE TRUSS TRUSS VERTICAL SIMPSON SP2 W/ (12) 1 Od -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION SECTION 4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. �' �5 �5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ANU 12"' C. FIELD 11 /CJACK TRUSS SEE PLAN FOR CIONNECTION 2X4 "T" ON TOP OF PANEL- 11: 1 BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ P7 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 1 Odx3" @ 4" O/C (2) 12d TOENAILS LL 3E NON - LOAD B ARAG LOCATI N COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 0 � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SECTION SCALE: 3/4" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 9 "0" ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 1INIMUM 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 ri SCALE: N.T.S. S5 12 6.9 MAX. 12" �SH SCHEDULE TTACHMENT SYP BLKG @ 16" O.C. IxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 1 �0 SCALE: N.T.S. �5 GABLETRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 4 '4 11 %4 ji, 4 4 % % F— CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES WOOD TRUSSES I MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4�'O/C (SEE SCHEDULE FOR SIZE, AND LOCATION) 8d @ 6"O/C 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU NON LOAD EXT. WALL CONN. 'U—) BEARING LOCATIO'k (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.) 1" BRACE 2"x6" (U.N.O.) 1" 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 61S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"X1 1/2" SIDS 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"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-131" MAX. LU T_ CORNERJACK z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll M 1111� 0;,417roiII11111111 1111111� 2 x 4 BLOCKING wif (2) 1 Od TOE NAILS AT EACH END @ z L'j \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED �BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. � q r SCISSOR TRUSS cc 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 SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION > 0 11�- 0 04 a- 00 x M U_ Q -0 CD C CU 0 m C __U) __'P' , < (D > (D >i (n 0 0, > EL '2 Ili C"ll C14 C:), C14 24- 5, 7 �37, '�6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cD r� W 'tt E 9 00 1- 0 - 4 -0.0 c-, c-, F�p _1 u_ .00 or- 0 to C) 0 W c-, -,:: -'.� i M u_ u_ 0 _j - �x z �0 j C-q �2 0,0. M - -j W T' c" 1� oo �� 0 u') co z 21 1:: 'x Ln 0 (3 C"! < d d < 0 _j (0 z 0 2-1 - V1 4- Cn 0 LU 0 C�' U) E all 8 = 0 12-1 CD ID 0 14 to '�D co - CY3 C"), 55 z z < E E 0 U 9 06 20 �8 00 0. o< CD E 9� z w 10 co O� Z' z C-15 Oil Z�- z z no 'z W C-) 3: < ro Y, 7 C) CID �61 w. 0 LE 0 z< 63: .2 C) > (Y' LO LO bi 0) 2 M 0 L_ 00 j co 4-J 0 0*) 4LO —0 C:) 0) C*-4 L0 E r_ 00 0 z cc z E a. E 0 0 cc 0 -1 (D JOB NO: 22-02388 SCALE AS NOTED. SHEET NO. S5 co C14 LO LO 39 -0 < 00 (=1 oo oo to C14 C) C 11 C14 r") to LO I :�2 00 CN 9 00 co Lo QE C14 9 5�_ 8- E to CD 0 ID, < E2 0 C> -0 CL .2 8 0 LZ C*4 as CL. C14 CN Z� 12 9 -0 1 IV co ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W1 10d 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 W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ, FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHA DIVIDE THE CONCEALED SPACE INTO APPROX. EQU;��l AREAS. -7—FLOORSYSTEM// \PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" 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 1x WD FURRING @ 24" 0 1 BASEBOAR� MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY _1�1 I r_ . - . - . I 4 E .'A I 1�v 6x6 W1.4XW1, 4 WWF OR FIBER ES 0 0 3 —.1 _j U_ AM. —FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 —PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W1 ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR SCHEDULE - [RSHI - ON 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 -lx2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 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 LAYER 1/8" THICK. -INSULATION PER CHART ON FLOOR PLAN R rB METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT U_ _j EACH FILL CELL TYPICAL UJ AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR 04 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE /FINISH GRADE 'A. A 0? 4- :A 4 - `4 4* F "—STD. 90*H OOK lir (3) # 5 REBAR ON Y CHAIR (SEE DETAIL) W/T MIN. CLEARANCE 4" 1 �-8" TYP 2-STORY WALL SECTION (�:j REV. 03.16.21 SCALE: 3/4 S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8) 1 Old x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- 'MI NMI I *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS )F BEAM OR GIRDER -END SHEATHING TO ,TE W1 O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS SCALE: N.T.S. � �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED __7 FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEPSCREED PLAN INSTALLED PER MANUF. \--SIMPSON HETA20 W/ (8) 1 Odxl 1/2" "X4" CROSS BRACE @ " 2 48 _T NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF BLO KING& MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. IN KO BLOCK END INTO 2"X4" BLOCKING SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR I PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. I 2x STUDS @ 1- 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr 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 U 1 u. WEEP SCREED cf INSTALLED PER. MANUF. C C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" cf. NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 314"=1'-0" ��S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F us 0 S) D LOOR TR SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-101" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SPI W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICA L TENSION 2600#.) 2X P.T. PLATE r6 X 6 W1.4 X W1.4 WWF OR FIBERMESH 'o. . . . . . . . . . . . . . . . A' 4 4. . . : 'd, . " . ,. m = r �R 6111 11 . A-1111 M90P, (3) #5 CONT. ON 3" 8" V-81" =8" CHAIR W/ 3" MIN. �RANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 45/32" OSB EXPOSURE1 %k SHEATHING PROVIDE x BLOCKING AS REQUIRED PER r o SECTION X-X IF W NOT FULL HEIGHT SHEET- Z L G FLOO 7A7 (2)- 2x TOP PLATE BEYOND 15/ 2" OSB 3 EXPOSURE1 SHEATHING Lu W T = Cn SOLID 2x �r BL KIN ALL S EATHING 0 U) EDGES(SEE OPENING SECTION X-X) uj a- Q ... _x 11-4 VE�--' Lu _2xSTUDS uj BEYOND. 32': SEE PLAN Zi \-2x4 P.T. BASE 2x RIBBON OR -7 VERTICAL \—@--'HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S" NAIL SPACING 314 1/2" /t Sx S S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 S'PF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X Iv 2x CRIPPLES @ 16" O.C. W1 (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKINGATALL EDGES, A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THAN Y8". u) Z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4" D.C. w/ 8d COMMON NAIL . LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. LU U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. _j 0 wl 8d COMMON NAIL a W �r- 0 w ( PIL YWO, OD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0) wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 U) 0 U) co � n LL x �-, 20 LOL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U) w MEMBER IF GABLE END �: m NOTE: " " WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH -ROWS 12d NAILS FACE OR 3 STAGGERED@ 12" O/C FOR 2"AO" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \ INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS A SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAI=L*---\ @ INTERVALS NOT -0" (R302 .11) EXCEEDING 10' 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. WWF OR FIBERM SLAB W/ 6x6 W1.4xW1.4 'd 1 A d C4 A. A .'A' A A ce) 4 A A "d A A A A M I %. I I U 4 A (3) # 5 REBAR ON 3- CHAIR 4" 1'41 W/T MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 (3) (2) (2) (1) LSTA30 9 717 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 1 f 00 lilt- 91Z 1 —T, @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V_ S6 0) > 0 L_ Cq, 0- LL C.4 C:L :1�12 15 I a- = C: 01 N 1, < (0 , -, >�,-. > ry (1) CL -0 C:: �e M 0 > Uj C14 C14 C=> 2! 04 CD. t 7 To the best of the Engineees 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. U) ',T E 4 s, C-, os 0 Co Uj L_O U:31 Z 6NCD LL 7t r _'j L M u_ U_ 0- Lu Z.- Z r: 0 . = m C*�' 0 P 09 :E; :9 C� W 0 _J 0, m 'm ,e W U) Z 00 C14 Z _j g �: 11) co W D 0 ILW IL C14 < 6 3 0 _j co Z 13 El 11 W (D ZEN CO MOM off=% Ln (D C1 Q) 0 U- m LU 0 LU Ln Ln E 1 0 U) m . 0 C.0 Cl> C1> Z Z < Lj_ ctf E E 8 0 < !� 5� 6 CL m� 0< 00 DO 0� E Z 0 W� W .0 CO 0< � .. .2 0, 1� ZZ �jz Z Cn Cn < 0 2 0 5� zoo ul �z 0 1 - C:) < < C.0 I 0 < 0-3:1 2 C) _T_ L0 LO 6 0) 2 m 00 (0 C) _j 'Ile =3 Cr C) N 0 U) 0 0 CN co -0 C) C) 0 -4 L0 c1r) < E 2!� N 00 0 Z cc Z :3 E C) m E 0 0 Z� < C 4) JOB NO 22-02388 SCALE AS NOTED SHEEIF NO. S6 (MONO) I I 3 a to tl') u7 v o- N 0 0 0 J 00 N a I x rr a co M M L0 L cn 00 0 J 00 N O Ln v 0 3 a N a E O v c c J N cL U 0 U y a U i z to I Y O O 0 J Ez N N :3 0 0 a N M 0 0 r.,.r m 0 lx4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL INSTALLTION MAX.MAx. g , DOORJAMB (REFER TO PRODUCTNACCEPTABLE TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 '" j r 1 x4 �C 1x4 P.T. � /AND FURRING #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED @ IDGES ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16 0 X 3' LONG 2 ROWS 3/i6" x 3-1/2" 3-1/4" LONG X 3/16"� / FURRING � �j FURRING O #5 REBAR ♦ ' % 6" O.C. AND 10MOONFIELD O.C., 2 ROWS STAGGERED i, TAPCONS (TYP,) TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16 E`IX8 ♦ ' BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH n 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL TD. 90° HOOK (TYP.) STD. 90^ ♦ /j @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYR) FACE NAILS 1 Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 / — ! i U NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT / %�% DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / /j / 2x8 P.T. w/ (2) ROWS 3/16' 3-1/2" TAPCON @ 16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. /r / 2 ROWS 3116" x 3-1/2" % �� 1x4 O O.C. & 4" FROM EACH FURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. i 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2., NOTG @ FIRST COURSE SIMPSON HGAM10KTA 12" O.C. °� w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2' EDGE DIST. (2) ROWS 10dx3" 2x8 � ♦ - INTO BAND JOIST & (4)1/4"x2 3/4" K.O. 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ' FIRST 2 COURSES ♦ � TITEN INTO BLOCK +5A i— BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FounloaTONP AN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. ss SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"1 1/2" SDS SEE NOTE 1 BELOW 01 1J2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) 2x SUB FASCIA ' 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE "' ALUM DRIP EDGE •• BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION a 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OFARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. OVERHAN •�. CONNECT W/ 8d NAILS BRACE/ BLKG.A. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT .. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED 3 'Y2" WOOD ) W/ O #6 X 4 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL rr r rr -Q 5 -Q SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 114" MIN. ROOF SHEATHING ATTACHED /A/ PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1l4" CROWN STAPLE @EACH GROOVE°/4" B_B MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE e ° "•• #5 BAR 2'-0" 8 SIMPSON STRUCTURAL SOFFIT gyp' 10 °L., • D. e ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS S FO 4 : e' 9 IN TOP BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" ** FOR ALUMINUM SOFFITS WITH SPANS > e ' o 1 X 4 FURRING 8d NAILS >) REV. 09.23.2021 1 -4' , INSTALL MID SPAN BLOCKING PER •d •• • > KNOCKOUT / c� THE SOFFIT FL PA INSTALLATION CRITERIA e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* I MONO FOOTING I PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE 2 MI O N CONT. W/ (3) , .•>e SIZE AND REINF. PER PLAN A ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS -i ! l BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT li z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2XOI/E eLgSTANDAR D"N BUILT UP PLWD: BUCK - RHq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. HOOK ' SCRIBE (NOTCH) BACKSIDE 7/16OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + G�Fl1/GT (2)10d NAILS @ 8" O.C. y #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD + TO TRUSS TOP CHORD FILLED CELL �., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: ., . b. , _ ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)114" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING INSTALL WDW, SCREW THRU OSB INTO. 2 x 8 SHALL NOT BE FRAMED AS O.C. + r . .. .- . .. ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS TRUSS + REQUIRED TO + ' MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . e SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES s NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY �' CONNECTOR �� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION Sir TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M } z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" o) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE e. o U SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e X ♦-� , *-�--c—� ° ° W -j U REINFORCING AS FOLLOWS: * SEALANT NOT _ T FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO " Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO FURROW. I ►- 5J8 DIA. ALL THREAD ROD I- J #5x6' EMBEDDED INTO *�--� INTO PLA E. - AN REINFORCING C PRESS PANEL 6 MIN. LAP SPLICE W/ ` — D — EP XIED wJ SIMPSON ET' a 0 SO S " U z EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANE REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL L - REINFORCING PANEL — Ti��l— r �T—I EPDXY MIN. EMBEDMENT 6& � FILLED CELL SMOOTH. DO NO FURROW. n o I a — — - I III—� 3 MIN. EDGE DISTANCE cv DRILL x5" /4 IN. HOLE 3 M F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING. PANEL REINFORCING - DO NOT GRADE o. ' o , i r— SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"' IN. LAP .p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 M REMAIN FREE OF MORTAR. 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 e ° 4" SAW CUT 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) A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \� MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" s h- n , c� I Lt- `C.- O ra >'0 rr, tlP Cl) 1 = u tU C . N CV O N M O o .5 A� l 1 * ., s; 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. LID F o E � r- 0 0n co r at LL L NJ IN-r ° mo 0w° Qci ci v a Y 3 u_ a 0 Z r m E N co O W 8g�� ¢0 m¢ w a Z N MZ rYL O . L ZOU v�cVi� W ❑ ❑ ❑ 2 N O o � o Q N — N M N z � o +-J [D U O Lu $Ava N N �U') U S.S_I J }— E 2 8 I lf.. `r o S m o w M zo� z U_ '_ E z¢ w� o s Z< o :Z O U ao z® w¢ (Q f — 2 U as U o U o� O E cN z ¢o <z az lxw i Cn C _ y U .2 mo o' z -' <� az �z cntll u o< 5o Q wLL �z T, U < o a �3 00 ao �U V' zl�a •'i 0 2 O = LO m L O O CO C U U) m m Q N N CN N C� c� I.i) M Q M r 0 2 o Z m z N E Occ a E 0 U Q p c JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. SS iX cN LO LO => C14 C> CD 00 r") C"4 LO Cr V) co LID 0- =0 Q ci C14 C14 0- E E 0 19 <1 E2 E 15 .ck> 31 CL Z CL C*4 C3- C� C14 C'4 P ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x 11 'VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 2x8 F 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D I—__— I — 16 2X4 PT NOTC I INTO S RINGER —=I %, L— D 2X8 SYP ---2x8 BLOCKING FOR STRAP STI L-1x4 blocking Sl MPSON MSTA21 W/ (16) 1 Od NAI LS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE.-T 1'-O�' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2xl 2 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON ... 114 4 \/-2x8 SYP DRYWALL STOP MUST L/NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL ---2xl 2 SYP BEARS IN WALL —2x6 SYP ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT FACE OF 2ND RISER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR N�:1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER\-�� (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" NAILS) AT STRINGER CONTACT POINTS SECTION VIEW "All SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SCALE: 1 1'-0" SCALE: 1 1'-0" GN THIS STUD WITH FACE OF 2nd RISER D 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 --77\ STRINGER [STRINGER —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE P CTI CTI PROTECTION .nMp ATTACH ALL COMPONENTS CA A(MAl I P O�' W "X OF STAIR TO CONC. W/ T'X y " 0 C 2 J'TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 TAPCONS @ MAX, 32" O.C. "1Z VIC11 1 SECTION VIEW SCALE: 1 1'-0" TOP OF STRINGER :f 61, 1x4 GLUED AND NAILED TO STRINGER TREAD_�, 2x4 DRAFT STOP 41 2x8 SYP DRYWALL STOP Z L MUSTNOTTOUCH 2x SYP CUT TO FIT STRINGERS G BEARS IN WALL 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A�35� OR LSC EACH 2x4 PT UNDER 2x12 'C' OO�N�B�EVEL A 2x6 SYP SIMPSON A35 OR"'� 2x4 SYP BLOCKING FOR STRAP LSC EACH STRINGER— 2X4 PT NOTCHED INTO STRINGER (SIMPSONMTS12w/ 0 4) 1 Od x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE 2X4 CUT AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D" SECTION VIEW "Ell SCALE: 1 V-13" SCALE: 1" 1'-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING BULLNOS —2 SYP CUT TO FIT IN WALL BEARS _----2xl2 SYP BEARS IN WALL E DETAIL SCALE: 1 1'-0" NGER 3LUED NAILED SECTION D—D SCALE:1 -3/4 PLYWOOD ON DECK —2X8 SYP GLUED AND NAILED TO FRAMING 2X4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS1 2 W/ (14) 1 Od x 1 1/2" NAILS) Nf2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4`GLUED AND NAILED TO STRINGER >�,� OR DRYWALL SPACING F H SECTION VIEW SCALE: -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( -2x4 DRAFT STOP 2X4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 FLOOR TRUSS OR CONN. TO BOTTOM PER CONTRACTOR GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1 V-10" SECTION VIEW Y-1 � SCALE: 1'-0'; PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING SCALE: 1 1'-0 STAIR CONSTRUCTION DETAILS (I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE '4TO RIM BAND, JD NAILED TO VVALL BELOW JOINT -TO )ISTS) 2XSTRING�R 2X B 0 CKING F PSON MTS 2 W/ 10d x 1 1/2" N \ILS D IR 3 �RR 2X BLOC NG IS L VARIES ECTION VIEW 111-111 SCALE: 1 1'-0" % 0 M;X C: M'," ov CU a) a) W, 60-< <t ca 0" W, - d) _Q C' > M C) a) C > 0. C:) To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W oo cq, E 0 c) 8 0 64 - 04 6 0) 0 C: co Cl) u- 0 c? 'n CWL V) , co E L-L '-L 0) a) co r L� '6 4 - I _j M U_ LL 'L 0 _j . 0 z 00 MCI' - , )_ 'rU 64 (0 -M, W 0 - "� 10 W U5 T -� < . 3 co �� 0 _j (L u) c') z 0� D 0 LL 04 < < =) 0 _j C/) z I W E I 0 �q arm% 11111-M-2 < U) V) (D o 0 'D Ln Ln E aim u) < o c:' c.0 z z < U_ PK E m 'o <z a 00 9 CL E z x �o <z Du ol o< �z �z w, C14 o '. x� -2 :9� C/) <. .9 .3 z' Cf.) z cc �z W v) 2 ;� i b z WC..3 2� <o' -z C3 �E �o 'o C> .5- z. . 0 C) -17 > LO Lo ai 0) 2 < ca 0 L_ 00 0 CN U) < 0 04 0) CN LO co < 04 E C114 00 0 z ca z �i 4=1, d) E 2 8 0- E ;-; '0 0 0 'a 0 _j < JOB NO 22-02388 SCALE: AS NOTED SHEET NO. ST cn C14 Ln 41 < 00 CD C14 t. oo 00 tn C�4 98 LO 2 0 0 -0 -31- C14 8 E 1-2 to W E 0 < CL -6, CL 5:5 o 3 ..2 tz �1 �c _4 _g Cn CROSS BRACING DETAIL (TYP.). SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 I MAY BE NA LED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB -- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vvl I I I A— vv TYP. HAND FRAM ING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1A ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 'E - "'U AN SHI PROVI DE 2X4 M I N. BLOCKI NG AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD N � — i SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER [�RUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 1 Od TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A W/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END M IN. (2) 2x4 NAILS TO TRUSS SPFTOP BOTTOM CHORD FPLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. kVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL ��MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TCP@ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 W/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) S I M PSO N H ETA20 W/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 W/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL SCALE:NTS kSEE PLAN I, 'IMPSON HUC410 w/ (14) 1 FOR CANT.1 6d INTO HEADER & (6) Od INTO BEAM - SEE ZOOF PLAN FOR MORE �FO S: SEE FLOOR PLAN FOR COLUMN SIZE& BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. - 4 _j 1 — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR P ��N FORJ REQ'D ONLY WHEN COLUMN SIZE & B ASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULEIPLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT (A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5'/' COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22�� SCALE: NTS SCALE: 3/4"=l'-O" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL ju 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. 0. MASONRY WALL BELOW: SIMPSON 44 . HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS A OR BEAM BEAM BELOW: SIMPSON HTS20 wl SEE TRUSS PLAN z (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS -JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ---SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. v VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX, (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF ('9 SCALE:NTS LOW ROOF/WA "LL SHEATHING ATTACHE\D PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O,C. ALONG W/ SIMPSON MTS 12 W/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--" Z- (2) 2XI6 BLOCKING UNDER� FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUTK'3_9'N� SCALE: NTS DETAILS SECTIONS -0 > .64 4r oil- C.4 a I Ica ",n n.,i, U. C: C: y' < _5 a) C: 0 -7 cl� CU 0 C: tf 70 cli CN C14 N_ 6, ;P 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, 0 S W -q E I co 0 w 0 M 8 (0 F- CD N - �2 10 _j CN CS CM 0 A.- 0 ',0- 'Z 'L CL '_ NO _Q.� 0 ai 4 C �' '6 � U_ L'U 0 0 z Y' � 'Co - I 9 0� 0 W on �(a M- W 05 9 00 C�' z U� M x D z M 3 04 . . < < 00 0 z W 000 28 V) Uj C U W- 0 Uj Ln V) E oil 8 0 C/, (D < C.0 co C' 0 z z < 14 __j LL_ ce E CL E 8 M Z@ co �0 00 0 0 z cD E CD -"o < z '0 �z , Z w C: z< .0 1� 0 z z z (U _j < 2. Cn . z ZO W 2< 1. 0 'M - z 1 it �z -< -.< A CD CD co 0 C) LO LO 11 CU CL 00 _j Cr 0 C) CD < 0 04 I (N C) C) CN C14 L0 C0 0 E 04 rz 00 0 z cu z :3 E C) Go) E 4i 0 0 'a M < C a) JOB NO: 22-02388 SCALE AS NOTED SHEET NO. D1 3 2 a M M L0 0 U) N 0 16, 00 N 0 I N S Q M M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED � TRUSS. SEE PLAN -FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL AQ BELOW AND ALT. CONNECTION. 2x CRIPPLES ° 16O.C. " � (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d ° BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to FLOOR + STUDS w/ 10d @ (2) - Zx SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS ' 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) Zx SILL PLATE W/ (2) 12d TOENAILS. • • •o SURFACE Qq 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE �� AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d () x 1 1/2" CLOP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF ..• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB V G,C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1l8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (1'1) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '°' '°' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 � SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT j BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS NAIL BACK LEG OF CIPPLE TO ) (2) -- NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH W/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER ° INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) () 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION SPFEMBEDMENT PAST STEP. L SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W! 2 12d TOENAILS T/B �) (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL ) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD ;; A SIMPSON LS30 w/ (6) 10d x 1 1/2" ISSEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE ie 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 O 10d NAILS & (4) 1/4"x2 1/4" ) TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ p BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP ANDON SP1 AT BASE w! (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • " *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND�( ATTACHED PER NAILING SCHEDULE EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. 0 o 0 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE 2 SIMPSON LSTA30 w/ (22) ( ) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL @ 24" O.C. ) PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE � SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.G. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 1 O O 12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. 6 2� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB O {) OPENING LARGER THAN 4 ft (2) 2x �d'' 4T TOP SPLICE tilj� OA (1) 2x SILL PLATE W1(2) 12dTOENAILS. INFO. 2 10d TOENAILS AT EACH O EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING (1) 2x SILL PLATE W! (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE • ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD 8 LS30 w/ (6)10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"ox. 0 AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.G. HEADER CONN. a� 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. t , c�a '. O O co _r 0 - -0 �0, L N U a) W t� 0 0`' OW N N 0 CV N N L.- C) E` - g 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 nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD W 00 08 inx g a -4*� N 00, C7 co J LL. 0 y N #'� W =orb of a M M C. y d Y Q ��LL Wa L 0 O 'co N co O -j 0 F) Q a a a Z ILW N mZ WrnO Z p V v y 04 Q Z N O � N � o � <c J _ N Cz C.� o 0 o (n^ N f� U) v� - _ E r 8� w sm 0 o w Z U- os Q� Z® E Q w? ❑a FtD B — ' U a F U ° p O O E N t8 O a o az W � B N c z Or m0 O °LL - u -� �m a� aW zz v, ow Zo ao !? m w U �z r� oz J =3 �o w� �o a V za �3 °O = > I.C)m Ln 00 � CID N O N Y O O m m Q Q N I N N � `I MLi') N Q N r of N 0 0y d Z z E O ro a c00 Q o JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. D2 r USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR 2x4 STUDS W/ USP NAILING SCHEDULE RIBBONS SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING xx Q.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1ST FLOOR WALL EACH END BELOW -- - --- - -- - -- -- - DOUBLE 2X TOP PLATE 1ST FLOOR STUDS 16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2 SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION —4F SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" 3 rx Q N M lr) Lc) `v v- 0 00 N 0 Z' 00 M O I N Q N M LO L v Cr V) 0 00 CD Z. 00 IM O I 2 V) 0 c 'i H QN �V O d E H E C N EZ E U v c -3 CAI U N .o U a L Z y v / 0 U J N fZ N N N 0 0 a O N r�J 0 Q CANT. FLOOR TRUSS aC� 2 STORY WALL 41 SCALE: 3/4" = 1'-0" j ..gam V CX --j � X M U-` a -w, _J�"gQ U) a > � M W 0 a C: U �,• L 7 > 6~ W CV CV O CV CN CV 04 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a Oq E Co C 00O m m � O N N � J N m G LL � J O 00 L — a? Co Loua N y r- rZ w Qd M ov 2Sz a Y 0 LL U. d LU ,n Z L 00 S (6 Lr. O J W��07°) Z 00 a LC N MZ WD O ZODU�vvi W ❑ ❑ ❑ 7 z N M O � z Q� � o Q Q V: CL � M N z fBLLJY` ij— O �, o Y� c� a w M �- -' E L w N 'll U) ry 0 C w o Q E �� Lu � as _ ® 9 06 2� ¢a 00 O O O N Wz o <z wz d L y m0 Z LL ^ ym QW rn < z ZO 4) d LL b e ap oz M,� r3 �w r� O O ni I g = y0 L/ N cc ^,V) ^, F i 00 co 0C), O Y V / /� W Ib Q �J O N I N N N .S� N fO+n C'M Q N T— ui E w N c o Z m z id E O w cc E -0 U 0 a Q p� JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. D3 7P "R iE ZZ L0 L0 39 -2 oo C14 00 00 1`113 C14 C14 Ln Lo 01 (n :it' o oo C14 88 P�o C14 CD A Lo L0 ID U) -in, C14 cl. E E 0 3 E C.> CL -o C14 CN c-4 C:> C*4 C14 FOLD UP WEATHER , RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER - A V WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE 7 RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1 "BEAD OF CONSTR. (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AN THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID :� EXTERIOR R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (ASSEMBLED WINDOW) NAIL BRAND OR EQUAL WEATHER @ �o CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of �C2 PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING 7� BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING SUBFLOOR (SEE DETAIL WP07 >7 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING 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.1 5 asphalt HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1 . Cut, fold up & temporarily secure weather RIM JOIST / i I appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation V MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape A I A V Q R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers, of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING syn-0 Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD CORN NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE SELF A IRS DHERED THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 318" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGEDWINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions, All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY J RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings .1-2) SEALANT JOINT Q THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INblut EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)--,, AND EXTEND TO WINDOW FRAME 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY Z/ ATTACHED PER CODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance the 6) TOOLED 3EALANT REQUIREMENTS with one or more of 2 BEAD BRIDGING following: LADDING AND WINDOW C FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturers instructions, in accordance with the flashing manufacturer's instructions, Where flashing instructions or details are AROUND, INCLUDING SILL. 2 @ SEAL TOPS OF JOISTS 6 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 subsequent DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, Fli AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built -in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLAS ING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V'SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall in accordance with 7/8" Cement Plaster JOIST BELOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING I ASTMC926 in accordance with 4 4 ASTMC926 2 Felt backed metal lathe in accordance Felt backed metal SELF -ADHERED -ADHERED 31'MIN 4 with ASTMC 1063 lathe in accordance FLASHING FLASHING with ASTMC1 063 5 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. sheathing Metal SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar ... Bottom of ---;> DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk bottom Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK uJ U) > BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) rn < PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING, 'OSB', PLYWOOD, DENSGILASS Manufact. Specs. V-4" PER PLAN 2� Detail Instructions J. 41 11-011 P ER PLAN M 2 "it WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked as in each detail that corresponds to the e % SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: FLANGE AS AN AIR in accorda rice BARRIER with ASTMC926 All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU 3-1/2" INCH FLANGE over wood 2nd outside corner will 2. Install flashing and weather resistive barrier to form water shedding k* floor need to be miter laps 4" OR 8" CMU cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING buttjoints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT :5 1 - becaulked using embedded in the adhesive layer) - for ease of installation and to a- a- [X STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts 4 W Lu 0- PLASTER TOP THIS GAP IS A RESULT OF 1 NATURAL SHRINKAGE. ---STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and U) W DO NOT SEAL. CONTINUOUS BACKER >,-DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" LU ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED TH tl:" YJ w ACCESSORY BOND BREAK WRB -r- 0 6. Fold as shown by arrows 4 --SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to W Cf) w fit tight to corner 4 VINYL SHOWER PAN 0 Note: 8. Mechanically fasten as necessary SLOPE The building paper and metal lath must be tj LAI Cement installed over the top of the weep screed. A T PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block < 4 & SEALANT 1 st floor < CEMENTITIOUS FINISH /00'**\ WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTI LEVER -1 \,.� SCALE: NOT TO SCALE 0 0 co Li- Q-1 cl-I --,-a 0 W (D w C: 77 (D icy W 0- -0 6, r 0 \'C' 0 0o 7 9- % * 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Ili- q, E co 0 C, 8 W 0 04 - �2 6 co: - -, 00 (L) u- 0 p 6? * - U' u) r- r�- L-�J uj - N C) a- ,g co:: LL LL CL Lu Z 0 .F a C"t 0 P .5.m LL -i M W 0 r < W U) -J CL LL L0 CY) Ln < 0 to Z Cl) CC) (D - -2 4-J ig J 0 ai LLJ W E C) 0 0 04 �1111 CID M CO 0 Z Z < E Z� 0 Z <� Z@ 0 0 ca 00 r6 E Z E 8 0, � �z :::3 C/3 ME 0 0, Z U) U) 15 0 Eno �z M0 1, 0 C.0 10 1 N M .0 2 C:) > LO LO 0 F- 00 co C:) J C)7 C.? N C) U) (0 < 4-J 0 1 04 C:) CD C14 04 U') CY) C0 04 E 04 00 0 Z Z E E Q 0 JOB NO: 22-02388 SCALE : AS NOTED_ SHEET NO. W P January 27, 2022 U) Florida Depai-timent of Business& Professional Regulation Building Codes and Standards Page 1 013, ln�=22 Ca (D 4-0 > 0 all J V ill r, � f PF10 D U C T A P PROVAL SPEC1FKC'kAT1U"N ShHEET(2022) Product Approval Application Detail 2 =3 2 "D i 0 2 MM h=wo%mgli r_U 111111__ F - ------ ------- Entityor Date Difteftridina Dew C`13 -0 a- Versio Manufacture Re�ision 2020 Therma-Tru0orporatior Eirtaineer & Ucense Validated Ste-Jaspersil Lyridon F. Schmidt, P.F_ Ryon J. Kmg, P.E_ y8floated submitted 07123W20 07)121102D FEICApproyal 07M/2D20 Approved JOMMID20 Slaw Appro��d CD (D Rounting BrwJWs Oauqe� As required by Florida Statute 553.842 and F lorida Administrative Code 913-72, please proNhde the initin-n ation and approusil num bers on the building components listed Wow if Category: Extaitor Doors (80Q) 843-752B PE-43400 (813)767-6555 Cn CU -cu (10 sulicategory., swinging Exterior D..r Compliance Method: Evaluation Report,from a SJ2sperwn@th9rm21rUxo m Q) Cn they will be utilized on the construction project for which you are applying 1br a Florida RegistaredArchited or a Licensed Florida 0 Professional Engineer a 0 back Cross Sulipport Y 0 0- C= 0 (1Aq be cut to W) Seel 0 I Product Me". Number or Name Inierrinix-Tru Fiber -Classic and $mooth-Star AppromedforUse Acusignned for Use Product Oeschotion in HVHZ outside HvHZ Nominal 3"*6 6quc*.Impact&quot, Opaque 1WI12022 yes Y'as Innipact Real bunt Yes Desion Pressuns NIA 0 ICU 1;= Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date g �,ibargla Sin I-- Door 0 CD > 1. EXTERIOR DOORS f11119 ht Stacket 0 6 Gatio) 2 b, Therma-Tru Fiber-Classio and $moirth-8tar X or guntri fi) act" 1'2J3I/2Q22 Yei yes Yes NfA 0 E 0 Bolts 8mooth-Star Sidelte(s) �,�bnfiqwa.jlj;�, 1 W3112022, yes lies Yes NIA W CD 402 C)_ A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NONa-IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2022 1 �r Dia A3,25 Galv. 411111 3 c. Therma-Trui riber-Classic and fis ue Composile'lEdge Fiberglass Double Droot, With or imth-tsidalitee, XX or OXXO CIO C/) ThermaTru Fiber -Classic and Smooth -Star (IMPACI) FL2046:8 +67.0/-67.0 psf 12/31/2022 configurations) 4 d. Therma-Tru Rlb�Claaslc and Soloaffi-Star Nom='39,.11'"Iml=ll� Olpaque 1213112Tn Corr .I. Door yesi Yes NrA The rm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 4 Self -Drilling 5 Th.-Tai Fibe,Classmwd Slim-th-Stial 67:Vouatgqgaqx��Zn guration) N Q 0 �pact&q.ot: Opaque 12J3112022 site Edge Fiberglass Zoe SidelkeN flnesmifiolOut%winw Xb,, OX or OXO Yes Yes Yes N�A B. SLIDING MI Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 coniili"aroil!� b,.,utlmpzct"Qpaque 17J5112022 Yes Yes Yes NfA PGT Series 5570 NOA 21-0205�03 +W.7/-3;8,.7 ,psf 4114/2026 6 f. Therma-Tru Fiber -Classic and SmcdhsStar r &Zo kC Wt &UMM Ed 19t In " gutswing, C.nfi C. SEC11ONAL Wayne -Dalton Series 8000/8100/820,0 #1105 (8X7 F L8248.3 +31.0/-35.0 psf 12/31/2023 7 g. Thamna-Tru Fibef-Ciassic and Smooth�Star NomIngl6&#�9,8 qot Glazed 12J31:12022 Yes Yes Y" WA HurrIcane Strap (Tyli in front) 8 h, Thormis-Tiv Fiber-Clas5k; and Smooth-Sta,r Compimillb,Edge F=1-.P!gtn&g* Door 110.1171=111%, JWI/2= Composite Edge F-lb-Isins sfiglo V`Ah Y" Yes Yes WA Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248.1 0 + 30.0/-33.5 psf 12/31/2023 Washars '...rig' XC� r Sdelia(.) 0-A.I; QXO Fmat Cross Suppwt Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +,34.41-38.3 psf 12/31/2023 9 i, 7herma-Tru Fitier-Classic and Smouth-Star confiPouarl"'Of1=8 9quot:Irbpaot&quoI�'G1azed '121$112022 Yes Yes N[A SewuX'kir4f4ut5, JMay'be cut to W) Do., vinth or np It" 'be a- XX or L OXXQ Left Brack 16 Gauge) #T4 BraCkeu 9- 10 j; Therma-7ru Fiber-Classle. and 8mooth-star llqu�,�Gazed lwi= aas� Ing'. ra��Koorifig6nri.,) or 'Yes Yes yes NIA D. METAL LOUVERED DRS Curries D14sion of AADG, Inc 607,707,727,747, and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht), 12/31/2025 BatkCrass Support Into A/C Unit 4cittoni Side I I k. Ther-Tru Filber-plassic and Smo0thL8Wr Nominal 8 44u&�Impnacmquot; Gana 12J3112022 YML Yes yes NfA Comiposr1=FibsigIas6 Single DoorvAth (Tyipilzalt 3 eUh Side for hurrkane uo) XO, OX or OXO 2. WINDOWS JNSTAILATION MOAMATIIA 12 1, ThermaJru Fiber-CliussiQ and Smooth -Star Nominal &qu(*Im 12J3112022 ."P..".5d""b" .1 or Yes Yes yes N[A 'h.u1So.d. Utswirg; XX or O)Ob isseborstu, Is, van "4t�"t A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/--60.0 psf 10/8/2023 15 m, Therma-7ru FiberZiassic and Smooth-$t2r on filiunall"', OVu., 12J3112022 'h yes Y1.9 Yes NtA PGT Series 5500 F L239.2 NIA 7/30/,2025 14 Thamr.-Tru Fibier-0-to Smooth-Ster Nominal 5&*39T& I 2J31 r2022 Opaque Y Yes Yes NfA end qUci,;IMPAct&q.ot; Composite Edge Fiberglass Dou bl. Door �Ith "NoliIrrpaxt&quat; Sidelilles (I nawngtOut-i rw; OXXO "o B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/165/2024 15 o: Thernizi-Tru Fib*-QIasr;tc and$rroctli,8tar Nominal � =ual%Lt.1mpact&quof Opisque 12J31 �2022 yes Yes Yes WA C. FIXE D MI Windows and Doors Series 185 FL1,5349.1 +60.0/-60.0 psf 413/2023 Florida Department Of Business & Professional Regulation P.Piori lvlcaoo '1,11,ugi Building Codesarid Standards Product Approval Application Detail iii to� Tbernia -Tru R bar-ClasMic and Smooiflh�Star in 0,OXOconfillutrationa) 0'i�uotlrnpg 'u, 12J31 M22 F1.1gliast Double 66n� Wbue yes Yes yes NfA PGT Series 5520 F L243.5 NtA 4/30/2025 17 q, Thax-T. F, b.,Cl ... x, and S-th-Stier �gut�t;t4on-lmpaa&quat;Sldelites(InsWog/OutwAn OVO configurralion , ) Nornimil 6&*39:8 &quc*,Non-Impact9quaE. Opaque 1 V31 =22 Yes Yes No WA 0i; : ; I D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024 MM Afflorned h I � : version, tumfactuw 2020 Smart Vent Radual* I-, calwady: Inilly or contact Enodneisr&LIcsons. Validated my MehalOnabinh H:mns, P. Noren, RE Leeks Bowden P.E. (W) 44i-'836a P 73778 (3341361121600 Data Data Vare Fanding Dere Validated submitted FlICAceraval Aoaftr�_ Stals 12C&12020 Approved 18 r. Thetrins-Tru Fiber -Classic and Smooth -Star C4"Poshe Edge Fiberglass Single Door 'In Xconfigun"OV 1MIrA22 No=�reg Compositl: s �.6� N.n-I Ill, ,Lcl , %1a�,s'?,gIeDq, '* :W�rl�'16, viath Sdelt*) CXO 'Yes Yes No WA PGT Series 5500 FL261.1 N/A 5/26/2026 "arbCatea"ry: Products Introduced as a Rteultof infocamadvertit- E. OTHER 19 Therma-Tru Fiber-Classio Smoolh-Sta, nfigurations) 0 12)3iJ2022 Yes Yes No N(A Nit.-r-Inn,logy S. and on61m,.ct%,1C1 us Cc a, oubloDo-IJ-1.1 mood jiN Onanotler Mrflindir lu'aionplapritrorn" Wthout Sidailies; (Io%Mng1OUb;'0"9; XX or OU0 Florida FlZatarod Ardh�ltoiitora Ucanwdl Florida configurational, Professional 1"r 20 t, Thm-ma-Tru Fiber-CItIussic and Smodth-stor N.o�m=:��IF%ur�IL�N,.,6�lir6p-ll,,,u,,,� Opaque- IWIM22 Yes Yes No NIA 3. PMEL WALL 7?n C b " ngle Door (I nwviN1Quh�nS; X con�,qu ration) AverovedforUs Amr-ed for U, Impael Design 21 u. Therima-Tru Fiber -Classic and Smoth-Star Nominal 8&#W;D 8.quot:Non-im Paque I W1 r-= Yes Yes No WA A. SIDIN N/A 12/31/2023 Nurnber tar Name Froduat D-101- Q0111=n Date In H" outside WWAZ Resonant I?r,- James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 CompositeEdge Fiberglass Sifi�==,.Oh adelitels� (fiss'ninglouts"virg;X0, OX Or oko 2 3 #1 40-111 ft.,t.ni, ..d. #1540 511 #1540-520 Du2tFurneficn Flood and Ventilation Vent Due F-01. Food.nd WritIlation Vent insulated Flood Vent .1U2023 Yes Yes NA IWIGO Ye Yes NIA t06A100 a Y. Yes NA -looklqq 22 Them. -7ni Fiber -Claim. and $moolh-Slar -nfla'ratkins) Nominal 8'0 Opaque 12131/�1522 Y- Yee, No NVA B. SOFFITS Als,ide Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12131/2023 4 sm"IYart'141,061 rl�nart M6d.J#1640.521 IriauIiar6dFl:Vn1 lZ11J2023 Y., 'fe. NA .16o"100 )?(or9XX() 5 6 Sr nartVierit Modailc 1 4(�524 SmarlVent Model#154C�570 16"o Vent lW3Wl v4dd wall in Inuisted Flood Vent Yet Ire NA N IA Yes Y.: NtA +100A 1DO Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL1 6L544 R5 +54.2/-54.2 psf 7130/2023 23 w. Thermait-Tru Fiovir-Cimssic end SmootlrzStar N 0. M. 11n.1 Val =11� Non" ot� Glazed 1=11204 _ng Ttq,�r Yes Yes No NIA 7 SnartV0,nt Model #1540,574 121SIIJ�0;m 14.5&qd: Ga.g. Door Fined Vent W1112023 Yea Yes NIA NIA larR111 i Ile, (In Xoc figuration) C. OTHER 24 x. Therma-Tru Fiber, Classic and Smooth -Star =12 ., My= 8!iq t:z ad 1213112022 -m ��&liE 49�bafan� Imp7.'&,q0u0WtG,In �p C in 09 g!i1XO gdelba(�) q Wr oxor OX0 configuratiorle) Yes Yes No WA 25 y- Therms -Tru fter-Classic and Smooth -Star 12131f2022 Composite Edge Fiberglass Daub* Door Wth or Yes Yes 1'ro NJA Florida Department of Business Professional Regulation Building,136des, and Standards page I p(li InAntizi 4. ROOFING PRODUCTS Wthout Sidelites InswIngfOulswing; XX or OXXO 26 Z Therfiria-Tro Fibar-Cliassic arid Strooth-Star 'oonrgurafZ�*B4O 9qUotN6n-I-P"ci&cL!Lot; Gland l?JW2022 No W8 ' Ires, Yes No NIA A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 Product Approval Application Detail 27 Thermen-Tru FiboGhuasi� and, Smooth -Star Comptisips Edge Fibeiglos. Single Door (InswingfOutswing� XccRflgUrxftiQn) Corrig,81"r '3,q t1N--17aoAquo,'GIsnd 1213f=M, to$ Yes, No RIA C,4 CL 0- Co B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/2912023 rig delwa in Z . 1WtsWng'Y.Q,OXorOXO �o"�uand' Co U_ IX22 varsiorn r4waffecture, carel Enain- & uoeri Validated ls� 2111! l;IilIu cars peridlixt Dare Validated S.Uniftfild FOC Aaduinol Aves-ed SIMUS 28 ZhL Th-J. Fiber-CIResi. and Smooth-Sta, Nominal 8&#39�O 8quatNon-Irrpad&quat; Glazed 1213V2022 Composite Edge Fiberglass Doub a Poor Win or Yes Yes No WA 0 C. ROOFING FASTENERS NOT USED ReiA.I.n 2020 Drexel WW.. Inic. Jason slumar� Znhary ft. priest Looke Bosdan F.E. 0610/Z020 0610912020 W20,2020 I oil3ra2o Applaoad withoutSidelites (Inswing/Oubwenigdoc.r OXXO C: N D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 919/2026 =.R6 1,9 WZ3(13-1511 PE-74021 (3214i3co-1800 'ad Raging Nhumswnpoiraxmet.c� Elvallfafl.n ftfti-a configurun.ris) M 0 ca N Connitallieneallixth6d: Fl6ppft Florida Metal Products, Inc Vent RVIO FL21580.3 N/A 12/31/2024 Flond. RpqWarad ��iriihkud .. Pro ft a) , , Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psif 12/10/2025 QuallurAssurance Awmed to�r Use Aprwoyd1*rUi, Impact 929M C: Product Model, Number or Drexel Metal Roofing Sptarn5 Produd Paisailodon coutrad expiration Date ONG 10ONS DMC 15068: DMQ 175S. DMC20GS; 1213lt2G25 OMO, ffv in Nvu cut"Ida"Mm assistant Pressure yea NO WA 10(lao Florida Department of Business & Professional Regulation Building Coc" andStardards Paga 1 01`2 2/2 < E 0 E ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 . Product Approval Application Detail 3: (L) 0 a) C: C) Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 DMC 100NS, DMC 15OSS, DMC 175S, DMC Cod- Inlay., > ! Florida Department of Business & Professional Regulation Building Codes Standards page 2 &4 if2=022 F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V FL17679.1 +0 /_180 12/31/2025 T V,,I,n Re,1.1.n 2020 , I mantarliecturvar MI Windows and Doors Coritad Erualnrar& Li-ii, Vairdituad 80 Br,rI.Stlingst- Luis Robert. Lomes, Stien K UrIch, PE PA& Col. vaidiund Submitted 10MW2020 1010a,2020 two Pending FBC Awroyal 10flaI2020 ft- A,--d 17Jl&2020 SIN,, A�xued W u and. calsdol-r. Extefi.r Doors "Cate gpirr. Siding Exterior Door A!SeWK s (1`17� 30-3300 PE-62514 f7,17) 317-8454 w 0 0 Product Approval Application Detail I Eyaluatiol Repon; tom a F="a.=.:d0.'ohftac1 -Z a U-sed Flord. Professional Engineer Q I ate 5. SHUTTERS > > 0 UJ !'�&a lius Versi Mlarturitaturer Contact fft. License Validated B Validated aj�� status 99%i 3004 larady,11 Model, Nyrib* or Name 4041b Assurance Product Nwivoo coribraot Isigivation We AMOMfortirs, -AwrOlrealror In HvHZ 'Ani Outside HVHZ kn-cl Kd$[St" "ina's" Pressure A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12131/2022 R"Im 202P Therma-Tto Corporation Category: Exterior Doors Steve jasp&s.n 1,rd=Sohmidft, P.E. Ryan L King, P.E_ I8bO) 843-7826 767-6655 PE 04�1 S2021 1MIM20 04r22J2021 OBIOBX2021 Approved 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 17J3112024 No Y" No N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/3112022 subCatelicIfy, Swilging Exterior Door Assemblies Compi ance M uhocl� Eblutah Riabodf a m 2 SERIES 420ALUMINUM SGO l4&314&qtiotx8Mquol: NON -REINFORCED SERIES 420 ALU M[NUM too OX,_X'0. M 1213112024 No Yen, No fVA FioridalRagisba'2 Architect ora Licensed Pbrida T. 96&quct;NaG&Quc�.,�lC�l-REINFORCEt) Professional Engines, 3 SERIES 420ALUMINUM EGO REINFORCED SERIES 42aALJJMINUM Sk= REINFORCED OXCf 12,31/2a2A No 'res No rYA p 4 SERIES MALUMINUM 80D RENFORCED SER=,ALU M 1MI12024 REINFORCED OX No Yes No WA 6. STRUCTURAL AlgpMyxrdfgrUsa Aporvivedforuse Ingload ossign utitmodel'iiiinfibercurNiame COM�iae in HVH2 Outside WHZ Rest , Prod stant 6 SERIES 420ALUMINU M SGO REINFORCED X0 ,l3GD OERIES 42;qAULQ �UNZUM'SGD REINRORCED XM l2t31nV24 No yes N., CD 11 a, The-Trut rither-Clastaic, and Smooth -Star Nonninal BANK8 &quot.[mpact" Opaque f2IBIt2022 Composite Edge Fiberglaeui Single Door No Yes Y. N/A COMPONENTS 2 6. Them�Tru FIber-Classic and Smooth-8tar C'.'Ua 1221f2022 NO Yes, Yes WA 110 Surge Cidormoi h A . WOOD CONNECTORS/ USP Structural Conn. see chart 3 c. Therma-Tru Fiber -Classic and Smooth -Star configuralibris) XQ Oxor O'XO Nominal M11,11' t,.lr tl t.Cpaqud' JMJ�2022 or". tg T;.guo C ' "rit, No Yes Yes WA Florida Department of Business & Professional Regulation Fin E ANCHORS -T Simpson Strong lie see chart 4 d, Therma-7ru riberX-laasic, vitithoutSidelite5 Onsweingloutewling;*or OXXO configurations) Nominal B%439,b kuat,Impac%q=t Opaque 12131=22 NO Yes yes NIA Building Codes and Standards lozini "alle"aaell' B. TRUSS PLATES ITWI Building Components Alpine Truss Plates FL1 999.1 - FL1 999.4 N/A 12/31/2024 andSimWth,Sbur :Composite Edge Fiberi; ass S L ingle 1) - oor 1111=110101-1.1" Product Approval Application Detail MiTek Industries, Inc. Trul Plates FL2197.1 FL2197.5 NIA 5 is. Themna-Tru Fiber-Classit and Smbati It, Is '41.1 DI-q-a 12)31=2 No yei; Yes N[A ss - 12131/2022 CD Composrat rdg. Iq1ber�IaesShgIe Doorwith Sideft.C.) XO, OXor OXG WA rgo T Version amftuipir ErAIN or contact Efialrim & Loans Validated Sy 1lids Validated Submitted oil, Pears- FDO Angroyal Approved VaIus C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 6 f. 7herma-Tru leber-Classio and Smooth -Star Nominal Opaque J2131�2022 ble D-rWth No Yes Yes, ReMsion 2020 "na_Oa[1on..dVsi..rOvarhit.d0.. Dwayne Korotsh J�n E scaren, Jaffayp,�, PE. ICV12r2D20 09notim2a 10QW020 12116IM20 Appro,.d U) lb or XXor OXYO D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F Ll 58. 1 N/A 5[2112022 Corporation (3�0) 763-8121 PE-5i737 �W,I) 821-5200 cofflidurantiattr) cagr. Exterior Doors dkomlshV_wayle-daftoxl�� Commercial Concrete Products, Inc. High Strenqth Concrete Lintels FL1774 NIA 5/2512024 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal &&#3S.8 liquot'.Impaoisquot; Gland IM112022 No Yes YM NIA 6 1 1 SulaCatagorr. Sectional Exterior Door A-mbles Corrpfflaniiialfiiattod� E�W.Wdn Rap.rtfil"T. ICU 8 h. Themna--rra Flia-Cli and Smooth,Soir 1, al Nomiriel,69013 1281)2022 Composro"Edge me yes ye, N/A Floddle F!"Ittered Architect or I Licensed Florida prol7sidael End, > 0 Sde[te(5) 0nswng/,W5WDQ: XO.L6XW OXO conWarimms) 9 i. Therma-Tru Fiber-Classi� and Smoth-Star Nominal 68'#3Qr,8AqU'IL1mIpact&qut; Gland 1031=22 N. Yes Yes NIA Com ,Ec1geFib2i;ss o(.'r'rwh seag or Name V1.1,M11 'Quality Anurtmos Product Destillidon Atairavied for this, In KVK9 %-r,Wd far Us, Goleta my Ififixon" Resistant cesid", ftesmr, Y'th=t's lite. )C C)Z 3 16, ar, Llnbzirg 121'31=3 N. '�ea Yes .3101-35:00 10 1. Therma-Tru Fiber-Classilo and Smooth,91tar coriligurat coal N.Minal 08#59,0 tiquatImpactIlIqUat.31and 1121al=22 Composite Edge Fiberglass Single Door Nd Yes Yes N/A 10 8ON1810ft200 #1123 43,az,g 12131(2023 No Yee Yes 30.001-53.50 ponglondaw d 9&0go -ts. 112t31,7022 "d Yes Yes N/A The products, listed below did not demonstrate product approval at plan rellolew. I understand that at the timeof inspection of these products, the following information must be 11 1)(10016100A200#1124 ISWI� Mix width. 14606, Maxhaight lWif=3 Aueliable in top or Inte"Odede, swctlda� No yes Yes k� ThusumaJru Fiber-Classaic and SmodthSbir Nnbmfn.1 tr, Single Door 4h XO OX.r OXO atimilable to the inspector on the jobsite, 1) copy of the product approval, 2) 12 L Therma-Tru Fiber-Claftic .1 Smo6th-91.1 Nominal 88439,'0 &qUot',In-epact&qu0: GId20d 12131,2022 Composite Edge Fi berglass Double Door vii th or No Yes Yes N/A ,,itho.t'Sid.lite. OrnswirgfOubweng:)O�.r 0)0(0 _0 13 m. Thiarma-Tru FIber-dassic and Smoo"ar con NO t5.11quot�impact" Gland Molded 12151= thergidessm9le Door Z)pertt CaimpoSit.ia Edge F NO Yes Yes WA ------- . ....... .... ... -------- i Florida Department of Business Professional Regulation pawl or I 0 14 n, Therma-Ttru ribetZiassic and 0 nswngiOuh`wtn2'X conligurativeril Nominal &,uot,1,:a Ided 12J3112022 ng "t"Ount I a Edge I aaisi n'g0',`Dd'0'rM00th 0' 4LO it G'=r'd` pen $I NO Yes Y� WA .. .... ........ ... . ....... BuildingCodesand Standards Product APPInWal APPlication Detail 11512021 16 o: Therma-Tru Fiber -Classic and Smixoth-Stsir Xq. OX or O)b-nfigu taki.r.) Nominal 6'8 &quotImpao,tAquat; Gland Molded 12131f2922 NO Yes yes NIA ...... ..... .. . ..... Open Co=te Edg=b,0 gIr Double DoorWth ed W or4thou Side itft ------- Code Entlit- Did- 111111 Cars ponalin. gere U) 16 P� Them-Tru Fiber-Claiasic� and! $mmth�St?, (Ina,gngloutb�ingi XX-OXXO coniguration.) N-tiruel &1439A &qUoLlmoactici-t Cpaq-;�dldd 122112022 a N. Yes, Yes IVA verslorn 111,huflaollurer C."itaot Engineer d Uganda vandated Submitted -FBCA-,,a A-tel CompdateEdge Fiberglass Single Door with Open Sidelite(s) onswinglOwtsowing;)0: OX or OXO configurationsI. Z Rw'ian 2020 Carries Division Of AAQG, Im. Category: Exterior Door n" te Tom Rartay UL LLO Troy Bishop. P.E. 1641 494-281� (04> 947-04180 JVIM202d 121010020 12?21M20 Appx-d 0 M 17 q. Ther-Tru FlIber-Classit and Smooth -Star Nxmnlralir9�11'lqudt 121W2022 NO Y- Y. WA ,Ext;;rDcorCCmp0 I, Offfifiesplon Mark u Listing in Qh o =Iond Molded Open �idlrrfitev linui,ingibubiwing; XX or OXXO conlig.Pation.) < APPLICANT SIGNATURE DATE Mal 447 "rqI'ai`d par. Doors QualityAsstiranor FIu5h, (24axed. no'Lpirvaped Ingleand Pat. of lZZWO25 hollow ni'dial4ors: ApprowolforUst, In HVHZ Yes ApprovindforUse. Outside HVWZ Yes Impaci R,sltM Yes Design Pss,, N/A _7 ICU Florlda Department of Business.& Professional Regulation Building Codes and Standards papal ft UJ Product Approvall Application Detail Florida Department of Business Professional Regulation Building Codes and Standards Flags I af 2 CD FE; it r Uc pprova to c on Efiritie 211 Date Pending Data aml IMENIM Two", versloin Manufacturer correct 9 License Valued By Validated subm"red FSC Apritovel Arm Giants, < RvAsion Z20 PGT I�dutfl,. caleoam� Ederio,r Note Jms Rons-eld SCOO -',OER Mkrni-Osde BCCO -VAL t9411 485-OtOG (786) 315-2599 11YI9/202Q i v2swx 11��20 Aopfo,ad Cod. Enfit, . U. bate bate Pandinq net- S.IoCai Vidtig &I.0dir Poor Aso-iblin lntoL version "Arr.'Wrer Contact Enairuer & Licaue, Validated EW Validated stinnifted f5c Axux-ad Status CL cirru""b"n FroAsm 2DZq MI "I'dows and Doors Brent Sllfiftq�r Amarl= Architndural Stoon M. Vrich, PE 11117f,!D20 I 111 7Y2020 1112-1tN20 Appr-d M2 C9teJdFY.',WindoWs It,60atelionirsage Hong 0fl 7) 366-#09 M,nufted-A-motion (717) 317-aO4, SHEET NO. '��u4rty Wmn# Apyagedficrust, AporovedforUse trained F Connjillim6p Method: Certifoatien Me* a Listing fff Infigact DSiw it- product 0-rhaboa, Contrast Exinins 4 ViYILSI',d.9 On- Door 04114=2i 6 In, HVHZ Outside R.'astank P-ou. Y. yes Yes NIA S_ A 2 Me MC Number or, Name arliatim 52.72 FirFlangaFrarr. IGISG Shig"a Fuld I DM0023 Lerintratend Glass Agurand for use In HVHZ No hourowd Use Yea Resistant No Pressure 4601-N PA 1.0 S-9 Product Model, Numberor Name 1 a, Thernme-Tru Fiber-Claresio and Smooth-Stor 2 b, Therma-Titt Fiber-Classicand'Smooth-Star 3 c. Therma-7ru Filoer-Classic and Smooth -Star 4 d Therna-,Tru Filow-Classo and Smocth-Stsur 5 . Thenra-Tru Rbex-Ca"Ic and Smwth-Shar a I, Therma-TIM Fiber -Classic and Smooth-Sta? 7 g. Thermat-Trut Filber-Clossic and qmooth-Star 8 h� Thanna-Tru Fibe,-.Classio and_Sm-th�SW 9 i- Thermly-Tru Filber-Clossic and $mobth-Star 10 � Therm2-Tru Flftbar-"ssic and Smooth-Stiar 11 k Th.runs-Tim Fiber -Classic and,18throoth-scarr 12 L.Therma�Tru Fiber-Cladusic and Smooth -Star is m. Therma-Tru Filbar.Classicand Smooth-Stor 14 M. Thamms,71LI Filbar-Cladvitt And8M06th,St.r 15 I o. Thefrina-Tal Filber-,Glassic and Strinouth-Star is p. Therma-Tru Fibisr-ClaSSIC and Smooth -star 17 q. Therms�Tru Fflbor-Clas�io and Smoath-Star is r. Thorma-Tru Fiber -Classic, and Smooth -Star 19 tt� Therma,Tnu F ber-Classo and $mooth-Star 20 t. Th-o-Tru Fibtf-Classic and Smooth-Sta, 21 u, ThemmsTru Rber-Classis, and,S=ck1,.StQir 212 v. Theffra-Tru Fber-045sic and 6mooth-Star 26 w. Themna-Tru Fffveir�Classlo and Smooth -Star 24 x Thermat-Tru Rber-Qasticand Smootli-Star 23 y. Thisma.-Tru F05-Classla and'St-th-Ste, 23 z, Therrine-Tru Fiber-Classicand $mooth-Star 27 - Therma-Tru Fiber-Ctlessio And Smooth -Star 28 ,Zb. Therma-TrU Flbar�Cl.ssicarvd Smodlh-Slar 29 zo. ThQrma-Tru Fiber-ClasatiQ and Smooth-Ster 30 zd� TNemna-Tru Filver-Classm and Smooth -Star , 51' I I M. Thorma�Tru Fibet,Qosagiesnd Smooth -star Florida Department of Business & Professional Regulation Product Descritstim P.g.640 Florida Deloartrinard of Bulainess & Professorial Regulation Pagel art 1/25RO22 Building Codes and Standards 1=21 - Product Approval Application Data H EMENRORTOffmMiNSIMEMMOM 21ft Date Date Penglinig 20, Wlidided Submitted FBQ AnflorI Approved Alm l�Rk Battle DAS am, 9* Perron, 1111112 1W7M21 OW181,21321 IW-WO21 1,21,15=21 Appurved Itope Version diarrul6clu Cable Engineer & Live." Validated BY Validated atfiffilaitted PlIcAmpimand AD -Status , Affirmation Z�p P(ITIndustries jeas R.-Al IA.A-0.de SCCO - CER Ml�D.& BCC0 -VAL 1 W512D20 llptim2a , - 1 1/1 V?020 Appro-d categonf� winaclors, (341) 486-0100 (7faii),315-2590 S.bcv*a9mty:,5Irda Hung lrosowildepondustries,c Commallance Method: Certilcurvan r,hrk or Listing , on, " , , , ", , ��,,,",�,,��""."��,,�,�kl,',",�,�-,3� ,",�,��'��'4*�,r,��-,,�,,'%�,,��'��,,,,�,�,,� R&JWO��Rcgma��N��,��MM��&MZ�W�� . ... .. Z,,,'�_,, ,-,�, _� ,,, �"�,,,,,,,5,3��i�,� ,',_�, �,,�, ��, I �', , �,, �,,,�t", ; " ", ��, ��,'!,,��',,, ,", ��N' �� _ �", , Quality Aj- Agormed to, Us% Avonavoillfarillse lamuct 10"on . Accurtattifidlor-Use ApprovedifibrUlSe Impact , � 4800A In KVHZ Outside HVHZ Resistant preasute It- in HVH1Z outside HV1HZ Resistant Pres re 2 SH5500 (Large tfis.). lr�p.ct) Vhyl Single Hung Wn,16,- OV30)2025, Y. Yes Yes NIA I nV2022 No yes No N)A 1 V51/2= No yes No NA 1 2J3112022 No Yes No NJA 12131f2022 No yes No MIA 1=112= N o Yes No MIA 12;3112C)22 No Yes No MIA 1213112022 r1b Yes No MIA 1213V2022 M. yes, No NA 1213112022 No Yes No, MIA 1213112022 NO Yes No MIA l2aIJ2022 No Yes No MIA 12131120V NO yes No NtA 12131=22 No Yes No N)A 1213112022 No Yes No MIA 126112022 No yes No MIA 12,ZlQ022 NO Yes No MIA 1 ?J31 12022 No Yes No NfA 1,21$112022 No Yes NO MIA 12J8112022 No Yes No N)A 12131112022 No Yes No NJA l2f3V2022 No Yes No NJA 12t3li2W No Yes No, NIA I 2wi2622 No Yes No N)A 12131/2022 NO yes No N)A 121311XI22 No Yes No NJA 12alM22 No yes No MIA 12131== No Yes No NA 126112022 No Yes No MIA 1213V2022 No yes No N)A 1213112= No yes No MIA l2al i2022 N. yes NO NfA Florida Department of Business & Professional Regulation Page I oft building 0:tciflIts and,81flandards � I ritto2l Product Approval Application Detail �P& anti or net# owe Date Parldno ago zxu voireor, Manufacturer C,onioct Eitainvol'A Uggriss V,Iidgtlfd EW Validated thiveritted F&CAnscroval A,,r,Y,d Status R.A% 20V hill Wfidows and Doers, Brent Silliger American ArChyedubtl Steven M Ulrl�vh, PE 1 "w2o2a VVOW02a IrvIS12020 APP-d Category: Windows I I (717? 365-3300 Mar.lattul- Association (717)317-5454 SubCaniflorr. Horlizorral Sider b�Whg,n%_mked_ Co,arpliance Molhoit Certification Mark or usang � - A - � " A,� �,,��,� ,,, � ��g,'r.�� '';' , ": � , �, �, , t."", -, � - ", 1W � "Ot�� W� � , ,, 1 � �� __ , , , - - , - " - , - " , -, " � , , __ - , '', I � - Y_ �, - , � , � - 11 'I'll I, �,,` �1`11` "I �11_1"",1�1,1111'_"111 ", � "I I 'V n�"",-,",�l',�'.""""�"I'l�,.",�, I I 1 �,." � - 1, `r I - I _ "" �`, � ,� _ 1"', ,� i� � 'I, �1 � I, 1, �, � llil� , I, .,� 11 � � �:z �,Ir - -,",I I 1�_:,� I ��, , -,��, I I , � , , " � , � �, , , ," , , " _� � ,� , , - ''I -,,;�" -�','�,��,�":,l - , , ,�, � � � ,�,(,, _�� _"�,,,�,`, " - - , , , " � " , , , , - � �, , , � , � I � ',�,� � , , I �'_�, " � � , ��, , " ,:�� - , , " �� " I'll �, I- _ 11 , I � "', � , �', � ,,� "��Z,�, � _,,'�',,',,,��',,','. I ;:,11 -""",z,�,,��,��,,�"."�""I"-"-"�"', "", - � ,,, � ,��,'� "', �, " I �', , � � � � -, �� "I I � - , 11 , �� - - i , ,'�,� 1� - , Quality Assuran" Awrovedfort),se Approved TorMse, , bidit'l postal INA, - . - - - _. . -_ A on Data 1, HvHZ outside 14VHZ Rsvistard P_ I HS 10 Fln and Flange Fnama 73,o$Z I -lared Glass 0211612024 No Yes No -551-35 Florida Department of Business & Professional Re uliation , - 19 Building Codes and.Stanidards Product Approval Application Detail Pagel of 2 IP421 C044 aftlity or Ad-O Pin pal# Pending 111a T version Nawfacturar Contact Valclobscil By . validated S,b,M,d FBC; Ami ago-c! ami Re,'Askon 2lin MH Windm-rid Poor. grant Stlinger. ArmuMnArchivaeltral ' Steven M. Lli RE I 1 1==O IV22f=t] 11,2&W20 Ap,wc,rad Cafiegdy:41hdows' (717� 365-3'300 M.n.f.vturA�-ktVcn 1717)317-8454 $LlbCalegprr� Fixed bvitling.rarmwd.corn Ccanpli... Meth.ck Certification Mark cr Leaf.g �Z',' L .. . .... �.�ij__'�_ �,, 1� �, � , ,,,, - ",--s � , - - �11 E _V`f`�, ��, , _ -6, �, - "". .1 � �, �, " - '�, � �, �� ,,��,,"�,1�11 1 �, "I I , � I � . � ""�,,,",' ,'�� ,- --,----,,,,,�,, -, , _,-,""G_, -,,,-,,,�,-,."��-""�,�,�",,U��'I","'I �,,,, _ _, - ""'," ,,;, -,,,,,,,�",, , ,,,�' ,,,---,_,""",L, �,�"-_" - 4 � .1 j -,:,� , -, � � -- _ � _ � '___ , ; - �, ... � "" ,, - - ,,, �6��2AQM& NW=' 11 , , 71 1 Sea 0 Product Model, Number or Man" CalififlitalIA-ranal CorthreLd Kinfill'stion Data AnseroMfor Los AndroyNifor use Im.4.1 Regga 11, livmz Outside Nytiz assistant Pressure I 185 PW 7� x,72 Insulated Mass 04103,2623 No Y. No .60/40 Florida Dogritment of Business & Professional Regulation page i of I Florida Department of Business &, Professional Regulation Page I .f 1 Florida Department of Business & Professional Regulation Paget al Building Codes and Standards 113r2ozi Building Codes and Standards 115=21 Building Codes and Standards 1&2021 Product Approval Application Dertall Product Approval Apollo ation Detail ProductApproval Application Detall, 1;: ::: in i ; ; 1 o i ;;i r"I :0,11!'' 11 �, I 1: ;i ;:ii i 1 : ii � : ii i I � i � it E I nti - I- � �'! : i I'm i 1 : 2111 ; 21110. Vad, porefic. Muslim Wa Qlft 2" PAR Data Remain, PAR Quill, seat, ot� Date 2" core Pondarso 20 TV.. V"- Manufacturer conled Evoilreor & ucssms Wdidded! By vatiview submitted FIM Apono", A-itnaaf Atom mm Vans- , Man,favi,rar contsen Emintar&uclam, Validated Validated Stsbmittod FSC Approval A.Pros Emu TV110 wrzion antrfuturer Contact Eifidoli & Ucem, validated By validated oubmgt6d FIECAmorraval Aparavorl algI& Affirmation 2020 PGT Indust . travel � ims Roa.w0i mi.ml-ovnle Bcco� CER hlismi-Dad4 SCCO - VAL I 11M)2D20 1 1,%I!51�2520 1111V2020 Appr"vi , Re'16011 ��)20 M1 Wndw, thol 060a , Steritaltlingor Luis R Lornas, RE Stasar, R Uri* RE V,VV2020 IP106604 1,011W?020 1211512020 Approved Affirmation 2D20 PGT Industries, Jens Rosowsk] Mlimi-D.tiq 12CCO-CER MIbmI-D2deSCC0-VAL 11M)21�20 11105t2020 1111112020 Appe6Vevj � astaill. mle-, '14114 Vito, (780�315-2$00 ColI WkIdi (717) 365-3300. PE-62514 (717� 317,844, cilagqty,,Wndov�., (Q4I)46G-Qioo � (715OX315-2590 r gubCateg.,V: Fl-d id pondusifia.0 Imsews% subc.t.gow, Mur-s I bsitinger6ml.d.voth, ftldcabogtayt Mufliont� , JrMWSKI(illoginclusmearc Ca,mlal-ftedia.dt Certil,.U- Mark or Listing orn Compil". Method Evaktation, Report from a C.PtIvalmess Mathod: Caditcation Mark or Lisfing orn 4 1� �,� � -, ��, � �,��., I �� I , . , -'r," _. , � I - , - � � , � " r - - , � - _' �_ � r r �, -, , , -- '� _ 1� -, - �, , 'r, III, -__-__�_" " 11 - ,� ,_ - ___,� ,� - I r I " �,_� _�,, �ir �, I -'- '_ - ` _ " '-- r , � � � _ , C ', � ,� ��."_�, I c,�� ,, , � _�N,�, ,,,,_-,�� Ama - 4 � " ___ , - 11 - �', �r,' ,� _"",'�,'�,,,�_,�,�f_� , _ _ 11 " _ I _, _ .- Z_ -11 :, ,-, _� � - ; :1 ", � -1 � el r ` '2� .... .. ,�'. � - - r �� - , ! 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Number ,, N,- contract Exathriatli "a In HVHZ Outside HVHZ t,,,,t Past- R.,hirtant Pressure 1 Mullions lorAll Doomandwlfl4m,g I I Aluminum Mullions 05(26,2026 yes yev Yes MIA 2r $704 V.6-1 Au.n.. 14.1ficar, 12131n024 N�, Y_ Yev N/A , Florida Deparitifient of Business & Professional Regulation Net di Florida Departinand of Business & Professional Regulation Page Z.f 2 Building Codes and Sta riclards j AY2021 Opilding Codes and Standards 1CM2021 Product Approval Applic ation Detail - Product Approval Application Detail I ; :; i ; I i i i ; : ; 1 :: va, ; 1, 1 ; i i ; 1 j; i OWE ;;.gA ; i i I EM �i EmIty Data oil. pat, eyndliva IMMINEM we S12ft Eralt, or .Qu Data gave Porvellina Date � mm VM11,41 M�fggtUW Contact Embint.r a License validated BV V611doesd autanfifted Fad Acomoval Apor"ed ,a I talus MM V-9., fflamthid- rAn"I Validated By Validated Submitted FSC A -,&,I ft-cl RAWS, R-W.n 1020 Jam" Haridio'guilcling Products, Im, Chid clacks . V, Andrew Tan John 6419horcl, P.E. 011051=1 !V14/2020 01,0612021 ding FBC Appr�, Re0son � 2029 Alside, Nick Thomp- Lyndon F� SvhrmvL,P.E. Ryin J, King: P.r. OVIU2021 Oih&/2021 0022r2021 13411=a2l Approved catogory� Find Wells 1 (909)545-8 1 35 . 9 PSSISS2 m2�307-2520 1 , C 1.9.,Y! Panel WON s30) 922-2389 P1243409 1813) 767-6555 SuldCalol;Orr. Sidnil ch.c.dia'ke�-ashardi s:csl,g.q,. Soft rth-peoniflmaid-m Cornivilaimpo ofiethoth Evakistion Report from a - Compfl.mcai Method: Evoluati. Asp�t from . Florida Rogist.rodArobiftect are Licensed Florid. Florida R.Sisnuad Architect or. Licensed Florid. PrOass"al Engineer Pr.fea�k.alEmamr,1 , - ,-.",��,.�1,1,5,,�,�,,,��,,��,��,,, ,�,� I I , " , " , , , , ,, _7 ,L,:� , "' - - � ,,�� X � � " - �� , , ,_, ,��,,',,."��'T��,",,.,""t",� �,,�,,�� lf� . .. .... . 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Impact , Design CArgrig A-1= Approvedfarfitsy Ao,-,d for 1111221a 2221211 $me Product DiescribI Contract Ealremon Date In HvH Outside RVHZ Itosistant Pressure 8-00 Product Noded, Numbaror Name Product 0 ... rlpti- contract Expl'oditut Data In HVHZ Outside HVHZ Resistant Pr-.,. 1 Cernplark Lap -Siding filver-c-at lap sicling JZ3V2023 Y. yes, MIA WA 1 a. &.qUQt�2r&..4u4.,%ffr VentorscIldviaryl 12131�2023 No yes No MIA 2 H.di,Phank Lap Siding libe-ment lip.1ding lnwo2s Yes Yes MIA N�A �� b, fi,qual 7`4squod; Saint Vent or Bond Vmyl Wit I ?J31=23 No Yes No NIA , � c. &qvd:Greeftbriar Vintage Sead"039i Soffift Vent or Sold Vftl Soffit 12131r2023 No �et, No NA 4 d. &quot:D5&quct.Soffit v.nt�1SdIdVli Soft 1'Zi3l)2023 No I Yes No NIA 5 ., fi,quot;Cmarfor D.k&quog� Sort lv=, Sold VIq Sollfil, 1 V�1)2023 No Yes N. NA o f,&q..t'S�p.r$pAa&ql Saffint Vs. ., sdit vim soffit ltY31,2023 No Yes No IVA Florida 'Department of Business � Professional Regulation Pagel at Florida Deporting fint of Business & Professional Regulation Psia I oft Building Codes and Standards 108=21 Building Codes and Standards 1&2021 Product Approval Application Detail ProductApproval Application Detail C-da` Entity - R113. pan- 00 pamd. go Code Entit, or Dal. Dwe Data Pending D92 I Mug![ Version, Manitfachure, - Validated as, VAd,t,d submitted rSC A-,4 A. -so ElLn -TXB mitall4 efiesmarectc- coasts. Enal U,,& vatirdated ft Vw".d finstanittia FSC A-1-9 Aver-d Stal Rievivion ?070 TAMKO BuitongtProcki,is LUT ,Kim Eden Robert Nwimnen John W, Mozolich. PE 1MV20211 09t2g!2020 10AT21I23 12M�2020 Apip-d Rd,A.ion 12ow L.V. Thomi,sor, Inq.,dba Thompson Arobdettuml Toky Chm"n Zachary R. priest St.an M. urich. RE 09117=2(1 OM61202D 09J22r2q2G 1211�M20 Approuad Centocor; Roofing I417) 624,'8844 PE-55166 (954)772-6Z24 Mews Comper,vtAMCO) (9131248-3456 PE,74D21 C71T)317.8454 Subcategory: Un I deraymints kvvn_oosK6ame..c.. C�at.,om: Ipceoflng� tortyarfinotelrocring.cora Compliance Method, E kj�ffjvqt Report from a SubCatagoFy:RoWngAcv*saorIes thatitean FloddaAegi.tered,auchitectcra U-sidFl.,lds Integral Part ofthe Rooling System kdessmat Ertlin- Compliancat Method: Evaluation Remstr1ront a , Florida Rogist-d*.hiftect or. 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" " ,---�r ,,- ; , ,", , I 11311.1 Produgi Model, Number or UIM I Contract puffnifillon 04, kWK QvIltilde HIM Resistant por",ot , - I � , ,'�___,,_�;,_ - � 11 I . ", � , coadlBrAiggirance .. __ ... _, ,� - __�,�,,� , ,I',-' _,_a ApprOVed for Ull Avol'O"d - ; for U ,,_-,',_',, ", � X= i _-- _� , 200 I TAMKO Roof Undenlaw"t. (HVHZ) Roct underloyments for use In FOC HVHZ 06/291202B, Yes NO MIA VA AMA Product N.M. ffijfir�gfia jor H&M P,,d,,t Directions, ounfrod, 6gindlo. Ujill � 1. HvHZ bijuide, HVHZ Resistant Oranau, iWe'lictior,01 I I TANICO Flat Too Off-Ridg. Vert with Baffle for TO. 26 ga. vlatict-o.fYordilittl baffle 09109/2M Yes yes MIA . IVA 2 TAMKO Rod Ur,d&1!.ymer1stNCN-HVHZ) Roof.ndeo.rentv for,se In FBC n..Hvi4z 0SUV2023 No Yes NiA NJA 2 TAMQ0 GoosenovkV.nt 26 as. 09/0a'2026 No y" MIA -0�52.5 jurisdictions, 3 TAMCO Off-Roge Rod Vent with Sark 26 as. static rool'yeablartor min integrated baffle OW812026 yes Yes MIA VA 4 TAWO Round Top Off Ridge Vent with 13.ffWf. Til. 26 us. static roof-ifflator with baffle 09M/2026 Yes yes MIA N/A , : � Florida Department of Business & Professional Regulation page 1 of 1 Building Codes and Standa rds 117=1 Product Approval Application Detail coo aniffity . Date cars Data Pandina Do- mammas= costs, L= Varsic. fifiansfaid.- 21atia EndrastrALLoam, visfidat.day , , � Validated talarnitted FSC And -al A-tesd zd&M z= V-0- filanurfitat- Revision 2020 L-n- 1I Jolley James L. Backnol. P.G. Steven M. Ofth, PIR 1 V2312020 1112�42024) IlrZAM ding M Appr, R"sion 2020 Sonn Roofing Catagory! Roofing (501)N3-6163 PE-11242 (TI7)317-8454 Calegur- Re. SubCategol Rooffina Accessories that we an klelayelornaric-cm S.Ivc.l Integral Portofino RocifingSystam Cornpli.dAM Conflofflarlso Method: Sooluition, Report finom I P,odup't 17�1. Florida Registered Architect or a LiceRsed Florida *40W Profenlonal Engineer 1 z "I ;, 1. - � , � ��q��.: , ,,, -, . � _",,'�-�,_,�'�, , �:: - --- 9 ,; �11, 9 1 I_- - �, I �- , " ""', 7 , - - _ , �� , " � _:��___,_�9�7:_�,!� 9.. , �-, - - , I ;1 - 'I 1� � 9, I., 11 I I - .'1 __'? - 1: � , - � - � , ,__ - � � I - - � I � I .- ". , -� -_ - ". - � - - 99 - 9 � _ ,, , �� - , I o 11 ,�� !�,� I ,11 ` � "� , , 1:1_, " - , �_q - - �, I �7 �, 11 - - - , , , �6_ e ,��; "� , Report from . qhlahlflsa� �, 7 " . � 1,1'1,11,��,_. . , ,,,� ,,, -; � '' : I -11, 11 I �, �, � '_'� , ", I " '1_1__ " ,�. � I i : - � , , � " , - _ � - "': ,,� - � " ,:, � I I- 11 - � - 1: I q 1,e -1 I . -1 L L � " �% � I Alfiall Product Oil likomber orAtiverve QUaUtV AssuranO Approwdlar List Approved for Use Im"d DeVan 18 Ga." - ShOkzt. State Country get.. Solit Old English goa Product Ringlet. Number or Wayne Product peactilitila . Italian Oat, In RVHZ outside HVH Resistant Pnnisus,a Tlh.tv� &vvavip� mie.et I I I ),vk-Air1,DA-4 .r TRI-Suill Dock-Af DA-4 Loe, Prefile, Ralyipmpylove Plastic, Roof Vent 121IM2025 No Yes No �V.6i-974 i? SOX011,000- Vote. Shalkfi4fimp: Sell Shake fith,oluenicislyAttachaot to P)ywoodl back: 9 ,8ex-y SW - $late, Shake itamp: St Shake i 9 60-y 700 - Shake State it-N Slalff Shake 1 20 5-ay 700 - Shake State 65mp; Split Shake 27 Test; Espana ISVC41012 M 'All. MM Vbro- MantI R.,W 2020 Alone CaregiW. $rructural.Carnoments SubCategory: Trust; Pates compliance Method: Evaluation Report from 9, "I" 4,90 Product Evehuilon Ept'sy - - " ,- ' �' "I'l - �� ll,�Ill",""-�1-1-1�-�,�I'll�'I'll",� �' I 1-1, i"I"I"I""'I'll", _,�` ,"_.,""�, 4 - �, 7""', �� "I'll- ) �,-"�;,�,�,�-,-"""",�,�ll,�"I'll"�,�I 111"`,� "j';",, 01410 ��11 ......... , I , " ', , Provi Model. Nurnime, or Nam I BCG)AWrio Higher St-uth M,Ip; S) 2 Z SCGhNpine A.g. Plate 3 rrW al-djAiRr. Trul.4 4 ITW BCWPdpin,l We - Florida DepartmeNrit or Business & Professional Regulation P.P.1 v Building Codes and Standards Kai: Product Approval Applicatio60tatall witv we -4 OLE, R"'Ino Data Cooled I validated Sit validated Submitted FBC'A,-,l Add- a" Stuart Lewis ICC Evalu firmon Ser-Ace, LIUC Wiffivern M. Ranier!. FIE im1=20 10=020 1100512020 1110512020 App-d 1321) 710-337 . (407� 581-1911 'a,,,W@.1v*.nv scliptIon Quaffirs, Assurance , contractraffralloncato AconlyfiellarUse In mwz Aper,Y,d for We outside Imeact Ifiresharm (losian Pressure Metal Connector plate 4213V2024 Yet Yes N7A WA Metel C-ector Plate 4 213i Q024 Yes Yes MIA NjA Metal �,omnevto� Plate 12t3l=24 Yet Yes NVA NIA Metal Camecto, Plate 12t3l(2024 Yea Yes K(A NJA Florida Department of BiLisiness. & Professional Regulation I I Building Codes and Standards Product Approval Application Detaff Page I of2 117=1 Entint 211111 Dale note P*mflm. 2aw conlact En.1"evir & License Voldaltd! By vaildetted bubmitt'd rise Alammal A,D,,d stat.. Andervon Robin IAPM0 UnjI 2Yaluntion GaryW�W,alker 11=2020 I V02M20 11IW2020 APPI"d (801) 38G-6091 Sevic" ILLG. (205) 864-OIW RobnAndersaiQlvel nr � ,_ - ,-- - -, , - , , ,i�, �� 'V�'__ 1�, ,,,-,�;�,,;� � � - _ - , " 11"i- _1,11�_1'1_ �-�"l'-"-",�,�""?"--.""�',�ll'-I _"�"�1'11"� _ S`1'11'1�` �,`01�1'011 _:'11`1 I "t 111" ', 11, 7",_N `_ %U� - - -,�� I �� ", ,i)q,�,'� �, - ", -, �, " ,,, �; ��,,',,� , 1�`,'-`_`,�'111111 1, """'i"' * N" - ",-,,-��,'�,'�'��-�-'Z"�"-l'��""I�"I � , , I i r � "I 1� , -- -� -1 'r"Aam�n I I - �, " " """',"', _'�,t�r �s � - � I � :�E�: ,� � ","A � , � _ _ _ - --- - I - ��, 1�:"` - 0"Ity Assurance, Aegroved W Use ADDroyed for Use III Design product 13-nntion (1-firaot Qui.tig. Data In WvHz D,t,llkj!FVHZ Resistant P-, Fiat P,crl. - Dimw.��C, I 12,31r,020, No yes NfA NSA Flat Profit. - servitor. CA 1213lrZO20 NO Y.v NIA MIA Flat Pr.r.l. - Ri.kc� CA l2sV2020 No Yes MIA WA Fist Proffl, - Sloeld., CA l2nV2620 No Y MIA WA Flat Pronle - 11.1to CA l2aiao 0 No Yes NIA NfA ' High Proll, - K.t),.--Fk I M f2020 No Yes NIA NIA Low P,.rd. - Italy. TK 12131=20 N. Yes NIA NJA Florida Department,of Business & Professional Regulation page 1 of I Building Codes and Standards I1V2D2J Product Approval Apolication Detail �;A 01111try 0 we gate Doti Plindina gate , mm ylifloggia , Man. , retint- contact Mediator & Unifirst. VAndAVj as )ltitivialfin! Submitted FBC,Aby-A A-vesfid a" R"Mon 20tt) carryncrebd Concrete. produots.1mc, Wood 13111to Samuel A, Greeelcarg John Hoy IVIV2020 17JI612820 12r2g/2020 ding FBC Appen caego"y: Structural comPorarts I01 3) 659-5707 Pr-34245 ("Z 5"-5311 ttubcat4gOrr. Products Introduced tuia ROSUR Of P.atqador@y.h ri-Teoh-legy compliance Method: EValUallon Report from a I FI.rid.R.gsI-dAr.hR-t 1.1-orl Fiord. Professional Engir ��,,��ma��',�'XMWW�1,1111","","--,..�"li'll"�,,�ll'�'ll'�,-"-, 4044A)?i6�P,,," I I � ; -11.1111"111-"�'11--l-l-'�"""��I'll,�'-�",,-'-,"-"� ,1`__'1�;',111_1_'�` ` "�"-��,"�'�,�"I'�--��,,,,-_-��'� � 1; � I I -",',�"` "I��'��,�"I'l��,-�'��,,��',��,�l-*��, , I __111�11'11�1111�1'11`�`I'e "', _11"I""';�',�_1 " r�: �, . , "" ; , ,�, 1�"',�,, --, ,_ _,,',,� -1-, Qualle, Assistance, Accomodfortilsot A-Yed For (I, avoid - §19 lit Pro" Model. Number or Name Product pwription ccratract Expiration Core in FtvHz outsI4 Resistant Pressure I Oumfty Precast or Commercial COncret,Produnis Procast and PrestirtudedConcrete Liatels 05r25,2024 No yes MIA MIA Fla rida Depa rtmerfit of Business & Professional Regulation Page I of 1 Florida Depa dmi of Business A Professional Regulation P.gell .172 Building Codes and Standards im= Building Codes and Standards OMM21 ProductAiggroval Application Detail Product A pprovill Application Detall. I QA Emit, . 20 im pit. Paid- We code Eillint D& Date Velty'Riandfina 20- III vortil fiflaullfsaror Contact aridneorfitiucen", validated my Validated Sub"it TIC Ariproatil Apd,Wd Watus, TIM veto mail Contact andrearr& Licanst, Validated N Validated $(*rk;tted FOC Aom,)d Apple alathis Re,igion 2020 CAST-cRETE US& LUC Craig Penh. Marni-DwI. S000 - CER Marni-Ded. RCCO � VAL 1112012020 1M712NO 11,27=20 AppraY.dI Affirmertim 420 Alpha Ajumln�rh, Inv, Jose S" Luis R. Lomas Stolen M. UVIth, PIE linsi2o2o lifiSQUO i lao(:tb2c Appromd Con,gicory; St.dur.) Compor.as � (813�62i-464i jg(l) 315-2590 Caboorin Panel Wells (4073 609-2009 PE-625is, (7117)_�3il-9454 3.1,cot'g-F. Product, Introduced as a Result of cj.v+.&..t_b.._ Subcategory: Soffits, Oph,.1-Inumirmogy.ho N.. Technology Contiol save Method: Evaluation Report it- a ..-. Cerepliance Method: Certification Mark or Listing Florld.lRegisleved ArchRecl or a I-loensed Florida , , - , , - ___ ,_ � , ,� �, � . ..... , , ,- �, , , �_ ".: _� ""I', , , ____ "__, , � , , , - - � � 1�', "I � � _ , , L, " , , , , , _ , _�� ,��,�,,'_�.�,� ,� � _ - alm , _� - - ,,, � , - _ " - -, - , � __ � ��, � " I - , 'll. , , -, � � !,!, � � - ��_ �_ _ , �_, !,'�v �1 - ��, 1-1 , .11 � � I � I - , �� " � � / � �,, ,'�,_�7, � .. .... ", � 1�� , 1-1 , - � _ , �, , , ,,:,,,,,I � ��,; � : �_ � ", , , , I �� - ,� '� - �,,, - " , " , �e"" , ,� I � '�, " , _ , - -� � �� 'L 11 ,� . I I I -11 -, �_, ,11 -"'�:,, � � ,:', ! , '!,� � ,,, �_ I , , V _ - - - 1� " 11 �, - � � - � � , - ', - , - - �,,,' , , - I I - ��,�h- -" -, - � - � I I , - - �', - - � ", ,�,�,�,,,L,�,�-. 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Phonic or or Nariii pladog Description contract Expiration Dote Resistant Pressure Aparo"dforlifito Apiptorked far Use trifialiflat Dillifliff, t AgIrStreng.th Cot Lintels 4.6,8, and 12 Inch Wide,11MRIS OKV2022 yes yet, INA NtA Link Pr,d,l M.d,IL M,mb,, ar Me- I C,ni-i E,minfifian Dale in Outside KV Resistant P'...'s 't Alpha Aurntrarm Sclidtlarnp: Vented Aluminum Soffifff All 6 Aluminum Solid &unp; Vented Numnuat 0773=023 No Yes No MIA CMU &2mp; Wood Soffity' CMU &.'rip; wood I Florida Department of Business & Professional Regulation page 1 of 2 Building Codes and Standards IIW2021 Product Approval Application Detail N111 ��'� !I I I Qgdl I I 1 i'1111111011111=111 i�illilli�� i .: I : R ;at ,I Entity or Dat. . no. Data Farrolma '20 7voo ltjo� fiffibluratiorti I Con Emidneer & ucq6so vaildiffied Sulandred Fact Awroyst Approve start'$ Royston 2020 GAF I Michael stio Robert Ne .Iran John We Kn.-Ach, PE DOJ"Z rRiEl=29 101=02,0 11 . I 12M§f2020 ApprNOd Csltrgot,j� Roving ,ODD) 7150-3411 PE-59166 (D54) 772-6224 1 1 8.13C.11.9i . Asphalt Shkniies mstietsegarvom complience Method: EwuBton Report from a Florida Registered AvrChfidat or a Licensed Florida Professional Engineer "I .11, I I ;� , � _,,� _,.-,,_ � -,-,, ,. �� ,,i�,"'X" ',,':iNl�,, , ""' " " ,',`.,�,, � __,��', � � , , �,,�_��,�,, , , , - - ,� 144iii,% 111- 1, '�� '�� I" '11�1` -, , �, - --,.:�- V _�, �,,,, - , , , ", , ", " _ ,_ , �,,,� � , I - - � " &M* , _ � ... � '", , " � ... I :1 - �- - P, ,� �� 1 �, ��",;,�,-,,,,,,�,�,-r-",��-",-�"""�.�,,,�--""",��, , e,P�', , , _ - �_ �, 11 11 11 44'',, A�� , , _ , ,� , r I -,___,,, 090�1 ��11"o�:`�� - :: �,,., - I , , , , , _11 , �, - , ", - ", �1,: ��_ � _ z 10 �' I _`� �,, " 1 11 , 11 1'� 11, Quality Assurance I . Awroarmil for Lt*$ 0 4,101gAloo-id, 101414 21tft it" Product 1I Hun4b, , Nam, Pnoolod lancrilotl.r Conrad Esoinfill- got. in HVH H 1�4- .6., Press.., I GAF Asphalt Roof Shia ,9105 Fiberglass ralrdare.d] 340. larmsr.ted, 5-tab .md 112116=22 No Yes MIA NJA hipIrldge asphalt shingles, Florida Departmenit or Business & Professional Rogutation P-20 of I Building Codes fifindStandards 11612D21 Product Approval Application Detail Code I CMM 21.1 palor pendima P-M. TV1. VeTak)" Manufacturer consteet 1- & Uvensa Validated By Validated automated Pic APP-1 Api-vid status R.,svion 20M Florida Motal Products Inc. clartojones James L. Ducker, RE.0 St"n M: Union, RE Ok,27f2G20 OD125=20 10104=0 l2rI612020 Appr-d Category: Rooting ,(904)78214400 CSUCKE.givesering �711) 317-8454 aulvoieg.,y� R.oir�g A-eavoteA ihitjor,an 1 darnip-e- Pr-31242 Integral Pon .flh. R.olfingaystarn Connipliano. Method; Evaluation Report from a Fields R.,qIat.,.dA,ohft..t., a Licensed Plead. _� 4L lri.,�� Professloa.] Engines, - I , " - - , _ ,� I - �, � ",_111 . 1, I'll - ��,_ _11, , , - - �_ _ � , ,� , 1 �, , I ,- " - , �--_-�, -_ -, , I I � - , - 1, ''I I, I - " , _ , , , , , - I , 11 - � " � , , , - ., , _ " �� ,--" - , , - - �� J,�,__ ,., , , �, -1 _ , - - -, ,- - -, , , �, `:",�= , - _ . . . �- , , , - -, � , " � , , " �f , ... - _'_ - , , - � � __ �� 1, -- - - ,tS,"', - I I ,,,, " ", ,:� I - � - - - I I I— , - , - , q�, � ,� ,,� I � z � __ - - �, � 11 _-, � , 4- � - , - , I , - , , - -, , , , I - I -_ � I I , � , � I - , , _T�, ", _ , - - __ _ - - - - - , , "" , _� � �'; 1� ." I , , , A , � --- _ ,� , --r-z., � �,,� �� , , , : � , - e � , � �_ , � � , , , ", _ , -, - , _ , __7 - � Quaint Assurance �, - - , _ - I - , I � _ , , __ - � - �,_ , I �� "I _ �, :� ,�� , " �., I ",_', _� � , ' � - Atortayod for Use A= 1, -, � _. -�- - , 1�k 1- KM-& - � � . :�� --- � � � I , Design bill.9 VemweR-4000-Veritactot: Comma skoffsajejuIlij hiltvil , Ibsilknal Pro- 2, Aluminum Id,q0V6rrtfdrPftohed,ro0ftle1vtloa4d 1 v3WOZ4 No Yes No NYA from 0,3257A.rrvn�m I F londa Department of Business & Professional RegulatIQ n . page i of 1 Florida Department of Business.$ Professional Regulation page I of 1 I Building Codes and Standards IOM22 Building Codes ahcl:Standafds� I I 11ki2022 Product Approval Application Detail Product Approval Application Detail III � � 1 1 1 , : i I i: i I i ; ,I :i ; : Coda Entity 0 Date Date &M - , ,�, ! I i ,A i as i ; ; i : 1 ;j I ,; ;;: I � � 'I'm -,Ng"- M: 1 ; ; ;i 1 -- Qft 1 ! , :1 1 , , 1 s :, : :; : i : I iii i N � M-0: ; in: ':, I I Entity oc Dale 10919MRIMENAM 2A Dato Pending 211li y1w Version Manufacitu Contact Emoneer &Ucemse Validated By validated Stfilamithad Apivrowd Al" im vensign MaDu2am Contact Enoinster & Licensat Validated VAIldifed Submitted F13C Aporcival Approved statu Re0slon 20M Global Protection Producle, L-C. . Tim Robinson Walter A. -Till, Jr., P.E. John W.Xnazevich, PE OW08=1 0910912020, 1 10folf202CL 1 sM Sf2020 Alopnw.cl Re,ision 2020 All American Shutters and Glass M kt Barbieri Flank L. Ban nardo. RE Troy Bishop. P. F 1 M8120M � 1011 5r202Q 1110&2020 IV152020 Appi-wed Cateilw,. Sh"rs (954) 889-7546 PE-44167 1954) 772-6Q24 Oatagoqr, ShLtiss 1 (561)712-1)882 Pr-0046540 (954) 947-0860 SulsCatel;W. St.- Panels tinn'robinscragillcentoom SUbCat I e9QFWSWFlT P"01S, mikeb@al lamericanshutte, Compliance lifletho,cl: Eyakiation Report from a Cc In pilance Method � Esai ualim Report from a rs.com' Floridis ftegiitifad�Archkect Qrs Lipomsqd�Fldrids � F orlda Reg isterl Architect or a L Wsel Florid a , Prolespion.i Eim�lrl . Prde-ional Engineer 11 1- , - , � , � , _11 _1, I -,-- '� �, "" � � , ", - ", , _ , �� 1, , ; -1 ", , _ , � _ , - -, � , __ - �: -:: - - , - -- , ,,, "I � " , _ , "_ _-, __ , , ", , �, ,� - � ,'- -, "--,,',,'---,-,,,-'��.,-,-,�-,,',',�,".�, , _,_� 1- , �� il �, I � _�I_ -, � ,� " 1�' � "� __ I - - I - , - , , _-, � � - " " -, ,i �,�,,_ , , " __ � , � ", � n__ " " � I ,- ,,�,` __ , , �, , , , � , __ � �, , , , I I 111_�� - `_'o `11 -1-11 - 11 , , - I 11_ i___ - _-, , 1, , � _�� ,� � " - , ,� � , � . , � , �, �� , , , ,,, , - �_, ,--- , , - �, � , , , � -, __ , I - � � "I , _ . , _ -, , ", -, � �_ ".1" _ _0 � , ", __,", , _'_ - �, " � � � '', " - __ -- - - - , � , , 1 -_'_ � � ,� P " , -, � - _ ,,-, - �� - - ,,�',� , ,�, " � _ - � " � , � " - - , I '' - � - , ,��,01 , - A , - 11 I I , , I I I , �,, 1�,��, I � I I , � I., _ . 11�1 -* ooi��, ,�,,,,-_ -, ,1"",",_,,� ',," ,�, % `V-, ,,, ,,��,-�,, I � - ___ , I ,,, ___'_'�,",., _,,, r�,:, "" - � , � " ;,"', � � " , , ', "I I ,"_ "', " ,,,,,�J� -, '5,� -,Z, -,-, ""', ,,, �, r ... � , , I I -`,`� , , � -, i,l`,`�,,,�,Z4,",� --,, � . . . .. . ,1,',,,,,,'-,'�',' _',� ",_', " "I - _ � , :,, , � �, I Ll --, -, -�k-,�,, � �, � ,� , ,� , _ _ , , , � -, " ,� , - - I - �,� � , _ " n , -, "", " � , "'�� , � 1� ;. - - , I , 111., , I - i�� " 11 1'_'�`, "� I 11 , ��,, , � e I _��= ,,,�,� " � 1 1_�, I 7 I Quality Assurance ,,, Approved for Use Approved for Use Impact E),sion QuillivAssunfirt ApbrowdforUsa ,� Ajoproyfildforl.1 ' � I Impact , , Desivin - Product Model, Number or Name Prod uct Detearl ption Contract Expilraten Date in liv Outside HVI4Z Resistant Fressurse $04 # Product Model, Numborchr Name ProductDascription Contract Expiration Date in HVHZ outside HVHZ Resistant Prossu 1 20 Gage Ga1v.nt4.dSbaol Storm Parse"Vhz I I Corrugated Galv,finizod Stool Storm Panels retained 12131i'2022 Yes Yes yea, MIA I 24ga Galvanizzed Steel Storm Panels 24go Galvanized Steel Storm Panels 1213V2022 Yes Ym Y_ MIA I or not by tracks to provide hurricane protection, , I 2 24 Gage GaYancrad Steel Storm Pandl.INHVHZ Cortugated GaNamitocl Steel Storm Panels retained IV31t2022 No Yes Yes MIA or not by tracks to proVIde hurricane prdbecdon. Florida Department of Business $ Professional Regulation Feast Qf2 I Building Codes and Standards 1M021 Product Approval Application Detail coel. 2021 2d, 2111. Dats, Pandim. 2fiflat 21M version 111-ractunpor� 9gallat anahwifir A u validated Be Validated submitted M Ausara"I Atior,yed shous R.Aalo,, 2020 MiTek Inc. Erin walder, IC,C` Evaluation SerAft, LLC ICC Evatuaton solAve, 011ila()21 OB110=21 08AV2021 Approved c.t.goary; Structural 0-v,or.rts I r952)8986635 LUC. Subcategory: Jru�s Plain .,wiId.@rrJi-.. ( 205) 599-BEIN Complancelfilahod: EvisuatIon Reportfircifina P,cdUvtE�Iujtk. Eaffity ,,,',,, � ,,-,�,m-,,�"-i �� " naww ii��,� � , , , F� , �QWIIVAS%uranot AffrafroyedforUs. Approved for use Impact D"im seall, Product M6dK Munniveror Name Preduct Ontsorlpffon confirectlypiritionigato In IiVHZ "side, Hvl R"War4 1 � I Miams 18 go. high strength tra4asomsector plate 121 1 31=2z yea� Yes N,% I WA 2 ittiltalis i� ga. super blott stmAgIrklms-amn,clor plate I 2131r2022 Yes Yes MIA WA � Mit 16 16 g., Int. coined" plate 12131t2022 Yes yes MIA NIA 4 MT1 8Hs Is ge, high strength tm. cormad or pl. is 4V:51=22 Yes yes IN fA PLA 5 MT20H.9 2b W. high stronoth mass venreetor plate 11131=22 yes Yet NIA VA a TLIB. Wig I a ga. truss -der plat" 12131)2022 Yes yes NIA RJA 7 TL20. MT20 20 go.1russ ccon.cterplateu, 1214112022 Yes Yes MIA NZA $to 9 product Model, Number or Nam Produld Description Iraton pap --- k� -%"- 0-0a 8;&;i ;;.-Wrq I Wvr.i- LVL L.minated Veneer Lumber 0$13i=� No Y., NfA MIA 2 Per.1s. PSL Parallel Strand Lumber OY31=S No Yes MIA MIA 3 1 Ti.b.Strard LSL I.Amirurted Strand Lumber OU31QO23 No Yes NIA NIA 4 TA Win Board SlIn chi ral Cornposite Lumbvr ar Oriented Strand , OMr2023, No Yes N(A N,A cosed Rm Board 5 Wey.dv Rim Board Oriented , St�d Board Ifilm Board OMV202� No Yes 141A MIA -1-0 a) a) = -0 a) - > 2 = -6-0 -1--a =3 -a " W a) M_ Q_ = 0 0 L_ = .7 M CU �� 0 -0 W -I.- Q- (n - W - = W = -0 0 C6 0 0 -cu -0 .= 'Fn -0 = 0 C L_ C�L = 0 W 3: ICU = 0 .0 -0-0 CU U_ %+_ 0 - CIO > . cn (n 0 W (Cnu " W .N., 0 L_ CD_ _E �_ -0 %+O- .= -600 C/) C- < _*_ C14 I's- - _T 1z 12 4 z z W Mj . W .. - b I 0 (y) I - � I IN X ICU IL 1-b I M - - 1; 1-7 I t-4 tm � + 1) 9 - 0,j y I - A "? " -C *a L" .; CL ,�0- Q�- A � - (j) E :�-' ' < 0 Z-' r I C) M S. 1 3: _C', , � (j) 3� ( ) (,,-- � . - (1) C - E 3: > _ V 3 - %1) > = - _�� Q� (1) C L'. - _ -JQ; , r _ � � E �, , __ cor - �f , . ' L - rT CW C ) 0 1< :5: D C C, Y , -,� -ff CF3 I_ :,--, o, , �� 15;!�- G , � �. - cnL. OD Esallosesso =:3 a) a) � = Cn � Clio CIO > 0 > L- 0_ 0 cle < L. fassaill (L) =3 _0 0 < L Des. (1) Cl) -+--i C.) ICU M =) < 0 i..- 0 LCU " W 2 < C C (1) Z _j z < _j a- I - SHEET NO. PA 1.1 U) -ca > C) E= Simpson Strong -Tie 2020 F13C Approved Products Updated 12/3(Y2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1Y6042020 EM= Simpson Strong -Tie 2020 F15C Approved Products Updated 12fMO20 0_ CMFor cllreO inks to all SST approyals listed below. C IC K HER E M=1 For direct inks to all raT approvals Isbed below. C L 1 C K HER E. ror direct links to All Ss�T �piprov els hsle� telow: C LIC K HER For cirect Inks to all S8T dipprov of$. kske�o tttlodi� C LIC K HER E_ (D a_ stern and Raml-Oado'County-Nothe For additional Information regarding Florida's Statewide Pr9cUct'Approval 9r of Accop, tarc.0 (NOA). C LICK N ER E. Foradditonal information regarding FlorldWs45tatewide Product A provelSyAtern and Marni-I)scle CountyrN _p of Aaceptance (NOA), CUCK HERE. For adotional Information regarding FloricKs8takewilde Product Approval $gtemano Marril-Dade County Notice OfACCOptariCo (NOA), CLICK HER Foradd regarding Florlds's Stalowide ProductAp proval 5ystom and 114harril-Vade County Notice offtceptance (NOA), CUCK HERE. CD CD -4, CJ) FLM355-RT FL#110446-116 FL#10456-115 11 HUS, HUSC series hangers Fooe-maunt hangers avoillable In Widths ranging from to 3- =3 9/16" and heights ranging from 4-5ilv, to 11. Concealed flange -0 Seaf Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description 2111, Product Moxial. Numbergr Name Product DescdgUa YeJsioA'(HU$C) available for models having width equaito or 0 I Titen Stainless Steel Concrete & Masonry Sorew (TTN-55) 114" diameter Titen stainlessateel masonry screw I A21. A2-3� A33. A34, A35. A44 Angles 1 EIT, BTB, 13TH BriolkTies, greater than 3-9116,". 0 2 APA21 APA4, APA6. APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14. CMSTC18 Called Straps 12 IUSserier hangers Face-irripunt hangers available in Widths tangingfrom 1-718"to�2� 5_ 3 APS441 APB44R, APVB@6 AP866R. AP566, APB85R, APB1 010, APE31 010R, APVB44. Outdoor Accents Post Bases 3 CSl4,,CS!6, CS18, C-5261�,CS22, Coiled Straps 518"arfd heights ranging from 9.114" to 161'. F1.11195111i APVB44R, APVBS6. APV�Ii6R, APV68a, A0VB8SR, APV131010, APVBI0IDR 4 CSHP16, CSHP�0 Coiled Straps 13 LGU3.25-SOS, LOU3�65-SDS, LGU5.25-,SDS Face�mount hangers .0 0 4 APDJT2-4. APDJT2R-4j APOTF2-6. APDJT2R-6, Apvwi�2-4, APVDJT2R-.4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS2118 Compression�Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co 0 > Is" Product Model. Num bar gr� Name Product DescdMUM APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers W -0 E 0 1 SDIO112DBB Outdoor Accents Connector Screw 6, APHH46, APHH4SR, APHI-610, APHH61OR Outdoo(Accents Heavy Hanger 7 HI, HiOA, H2,5A. H3, 110,117Z, H16, H16S, 1-116-2, H16-2S HurricanoTles 16 LUS series hangers Face -mount hatigere avallsitile in Wdths rainging from 1-911 a) C/) (D L_ L_ -0-0 2 SDOl f2. 809212i SDI 011 2� SDI 0212 Strong -Drive SD Connector Screw, 6 AP. L4, APUS, -APT4, APT6, APVL4, APVL6, APVT41, APVT6 Outdoor Aocentt L and T Bearn-tc,-C�olumn Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder TiedoWrT 5f8" and heights ranging from 3" to 10-15MS", (n 0- CU 3 5139112SS. SD9212SS, Slirong-Drive SO Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APILH210, APLH21OR Outdoor,Apicents Light Hangers 9 HS24 HurricaneTie 17 MQUSA63�SDS, MGU5.25-SO-$, MQU5.50-$D-$, MGU6.62-SE)S, MGUT.00.S[)S Faoe�mount hangers "o ICU _41� 4 SUCF22434, SDCF2251,2, SDCF22614,SDCF227D0. SDCF22858,�SDCF2;?IGl4. Strolig-Drive-SOCP Tinnber.Cf� Screw 8 BVLZ Brick Veneer Lodger Connector 10 HSS2-SDSI.5. HSS2�2�SOS3, H$S2-3-81W, HSS4-SDS3 Heavy Stud Shoo 18 MIUsieries hangers Face -mount haingefis available in widft ranging from 1-9/Wilio 5- SDCF221134. SIDCF221334. SOCF`271958� SE)CF272358, 9 CBT2Z.CBT4Z Conceaded BearnTi6s 11 HS-M., HST3, HSTS. HST8 Straight Stra s 118" and%hitights ranging from 6,1511V'to 5 SDCP22434, SDCP221512, SDCP22614. SDCP22700, SDCP228�?8,,SDCP229l2, Strong-DriveSDCP Timber-CP Screw 10 CJT3Z. CJT42. CJT5Z. CJT6Z Concealed Joist Ties 12 HTS16, HTS20. HTS24, HTS28, HTS30, HTS30C Heavy Twst Strap 19 MUS26. MUS28 Face -mount hangers SDCP221 100, SDCP221134� SDGP271400 11 DJT14 Deck Joist Tie 13 HTSQIBKTZ,HTSQ20KTZ HeavyTvA S rap sit, t 20 SUR _.SUL SWRC, SULC series hangers SkeWed face -mount hangera available in widths ranging from I - q SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Ciorrriloo-Head, Siorew 12 08 OryWall Stop 14 ILFTA Light Floor Tie Anchor 9116" to 541 S" and holghts, ranging Ttom 3AJ1 61a 13-114". 7 SOS251121 SDS25134,,SDS2�5200, SOS25212, SDS25300, SE)S25312, SOS25412: Strong -Drive SDS Heavy-Duty'Connector Screw 13 FG4. FC6 Framing C lips 15 LSTA9, L6TAI 2, LSTAl 5, LSTAI 8, LSTA211, LSTA24, LSTA30, LSTA36, Straight Straps Concealed flange vorsioh'(SURC, SULC)available for all double SDS25500, sbS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and, 4X models; only acute flange is conteaW. 8 SDS25112SS, SOS252008S, SDS25212SS, 60132530OSS, SDS25312SS Strong-DriveSDS Heavy -Duty ConnectorSS Screw 15 GAI: GA2 Gusset, Angles 17 LTM, LTB40 Bridging 21 U suerleshangers Face -mount hangers Available- in widthisranging from 1-911&�to 9 SDWF 2716. SDWF27�0, SDWF2724, SDVVI`27�6, SDWF2730 Strong -Drive SDW F Floor -to -Floor Screw 16 H2A, 1145T, H8, HI OA-2, HI OS, HI 4. HGAI 0 HurrIcanoTies 18 LT$l2,LTS`16,LTSI&jLTS20 LightTwist Strap 6" and heights ranging from 2-51 1 V'to 11 - 1 /4", 17 16 HCJTZ HH4; HH6 Heavy Concealed Header Hangers 19 20 MOT MST27, MST$7, MST48, MST60, MST72 Medium G-irderTiedown StraightStraps FL#10007-R8 kBsiz Knee�Brace Stabilizer 21 MSTA9, MSTA11, MST�16, MSTAIS, MSTA21, MSTA24, MSTA30; MSTA36, MSTA49 Shaight Straps FL#10667-R6 20 I_-3Q,L5Q,L7Q,L90 Angles 22 MSTC25��MSTC40, MSTC5;. MSTC66, MSTC78 Straight Steps ororName Product Description 21 LCE4 postcap 23 MSTC48E33, MSTC6663 Pre-BentStraps JW Product Model. Number or Name Product Description I ATIR318,011112, ATIRS18, ATR314 Threaded Rods 22 LS30, L-550, LS70, L$90 Skerwable Angles 24 MSTI26, MSTI36, MSTI46, MSTS0, MSTIT2 Straight Straps I BA series hangers Top flange hangers available in widths ranging from 1 -9116'to 7- 2' ATUD5 ATUOS-2, ATUM, ATUD9.2, ATUD9-�, ATUDI 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Acjustab][686ir.Stringer Connector 25 MTSI'2, MTSl S; MT81 8, MTS20, MT.2AC, 1141TWO, MTS50C Mediumrwistgtrap 1/8" And heights ranging frprin 3 EPV8��, BP112, BPlt2-3, 31?6/8-2,13P518-3, BP314, BM/4-3, BPRTU03-4 Bearing Plalds 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ. LSSJ21OLZ, LSSJ21 ORZ Field Adj uttable Jack Hanger 26 NCAWO-12j NCA2xlZ-11, NCAZZ-116, NCA200-116, MCA2xl2-16 Bridging DGBF series hangers Topflangs hangers avallable.46widthis raingring from 3-08"to,7- 4 CNW318� CNW112. ONW518, CNW314, CNW5f8-1f2, CNVV314-5f6 Coupler Nuts 25 LSSRI..81, LSSR2:1. LSSR2,37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-14't624". 5 CTUD55, CTUD65, CTUD156� CTUD75, CTUD76, CTUD77, CTUD67, CTUD88, CTUD97j Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIB. RPS22, RPS29 Repair Plefe Strap 3 QGF series hangers Top flange hangers available in widths ranging from 1 -1 Zto 3- CTUQ9.8,.CTUD99 27 ML2324 MIL24Z, ML28Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". �6 Na. N4, N5� No Heavy Hex Nuts 25 MMH8 Root Tio-Down 30 SP1, SP2, SP4, SP6, SIPS SlxdPII 4 DGHF series hangers Topflango hangers availaolp in wdths, ranging from 1-314'to 3- 7 RTUD3, RTUD,13B, RTUD4, RTUD4B. RTUD§. RTUD8, RTUO7, RTUD8 Ratcheting Takle-Up Device 29 MMHC Hinged Roof Connector 31 SPK4, SPH6, SPH8 HeaqStud Plate Tie 518" and heights ranging from 9-114" to 24', 8 TUD9, TUD 10 Take -Up, Device 30 MMLU26, MMLU20-2, MMLU28. MMLQ28.2, MMLU210, MMLU121111, MMLU1319, MMLU1311 Faco-Mbprit Hangers. 32 SSI.5,. SS2.5_SS3, SS41.5 Stud Shoo 5 EG5, EG7, EG19 set" hangers Top flange hangers Available In Widths ranging from 5-114" to 8- 9 TUVV38 Take-UpWasber 31 RBC.RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22,,ST292. ST2122, ST12115, ST2215, ST6215, ST5224, ST�6236 StraightStra s p WS" and -heights ranging from 1 Via 32-lYZ'. 10 URS:� 3ig" Uplift Rod Run Todown System 32 RST-3 RoafTia-Down 34 TB20, T1327, TB30: TB36, TB42, TB48: TB54, TB56, TE60 Tension Bridging 6 EGQ series hangers Top flange hangers Available in widths ranging from 3-518" to 7- I I URS4 112" UpIlft Rod Run Tledown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors $5 T.WBI 0, TWB 12. TWBI 4 Wall Bracing 114" and heights ranging.fircim 11-114" to 32". 12 URS5 W" U pIft Rod Run Tiedown System 34 SIIC� STCT, OTC, HTC4 Truss Clips 38 VG.T, VGTR, VQTL Variable Pitch Girder Tisdown 7 GLS series hangers SoddWhengers available, ir) widliths ranging from 3-114" to 6-711�' 13 LIRSO 314" Uplift Rod Run Tleclown System 35 TX37, TJC57 Truss Jack Clips. 37 WSI 00; WBI DOC, WBI 26, W13126C, WE143C Wa I I Bra cin g iand heights ranging from 8-IJ2` to 28"_ 36 Z2, Z4, Z44 Panel Stiffen or 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-R FILNIM11-115 0 HI3 series h angers Top flange hangers available in widths ranging from 1 7- Fl 0447-RS 112"And heights ranging from 8" to 39', §kg_# Product Model. Numberor Nikhrie Product Description Sea X Product Model, Numberor Nam Product Description 10 HGLS series hangers Saddle hangers available in widths rariging from 5-114!'to 8416' 1 bTT2 Hold-down Sea # Product Model, Nurn bar or Name Prod uct Description I CBH2�57`x5.5,-CGH2�37.T63, CS-12.37.9,15 Concealed hangers And heights ranging from 10-112'to 26'. ' 2 HDCI014, HDC10122 Hold-down I AHEP Adjustable Hip. -End Connecitofir 2 DU, OHVj DH UTF series hangers Face -mount (OU, DHU),and top-ilarige �DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 Wto 8- ,3 HOO8, HHO011, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, OSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in Widths ranging from 1-9119'to and heights Vfl" and heights ranging frorn 7-1 tZ'td 37'. 4 HOU2, HD.U4, HDL15, HOU8, HOU'll, HDU14 Hold-down 3 GBC Gable Brace Connector ranging fromg-1J8" to 23-1151116". 12 HGLTV series hangers Top'flanpe hangers available,in Widths ranging from 3-114�'to 7- 5 HPA28, HPA35 Sirap-stylo purlin anchor 4, HCPI.81� HC?2. HCP4 Hip Corner Plate HGU3,63-SUS, HGU5,25-SIDS, HGU,5,50�SOS. HGUS.62-SOS, HGU7,00,SDS, HGQ7.25, Face-mouritnangers, 118" and heights ranging from 14"loW. a LSTHEA LSTHD8RJ Strap -style hold-down 5 HHRC2-2. HHRC42. HHRC42-2, HHRC411,81. HHRC", HHRO5.2513:25. HHRC5.37t3.1Z Heavy Hip to Ridge Connectors BIDS, HG�QQW-SDS 13 HIT series hangers Top flange hangers available in widtfis ranging from 2-5116"to 3- 7 MASA,MASAP Foundation anchor &trap HHRC66 4 HGU$ series hangers Face -mount hangers available in Widths ranging from 1.518"to, 7- 9116" and heights rangingi from 18" to 26'. S MPAI32, MPA144 Strap -style purtirf anchor �6 I-IRC1,81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116'to 12-718". 14 HU$TF senes hangars Topflah ejclsthangers; available in,widlths ranging from 3-118-*to 9 9 PA18, PA231 PA28. PA35, PA51, PA68 Strap -a" pyrlin anchor 7 LRQ26. LRU28, LRU219, LRU212 Rafitiar Hangar .5 HHGU5.25-SDS, HHGU�.50-SDS, HHGU5,62.SDS, HHGU7,([Q-S,Ds, HHGUT25-SDS, Fac&m.cunt hangars 3-9/1 Si heig his ranging from 5-3/8" to 10 PAII a, PAI23 PA128, PAI35 Slrap-style puiIin anchor 8 LSU26, LSSU28. LSSU210 Light SlopeablelSkewable, U Hanger HHGU9.00-SDS 15 HUTF: HUCTIF series hangers Top flange hangers Available in Widths ranging from 1-9116" to 5- 11 STHDIO, STHDIURJ Strap -style hold-down 9 TBE4. TBEO Truss Bearing Enhanceir 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48 H�HUS4110, HHUS51-50110, Face -mount hangers 1/2" and heights rangirt from 3-7116" to 16'. Concealed flange 12 STHDI 4: STHDI 4RJ Strap -style hold-down 10 TC24z TC26, TC28 TrussOlip HHUgT2_5410 verskin-(HUCTF) sivailable,for all models having Width equal to or 17�, 11 THA29, THA2113, THA218, THA218-2, THA122-2, THA413, THA418, THAC410, THA422 Adjustabletruss Hanger 7 HSUR, HSUL, HSURO, HSULC seres hangers Skewed face -mount hangers available in Widths ranging from 3- greater than 2-9116". THAC422, THA4,26. THA422-2, THA423-t 118" to 5-1f8" and heights ranging from 4-3X'to 15-3K'� 16 H VVP series hangers Top flange hangers available in Wdths ranging from 1-9/1 01c, 7- 12 THAI 1;8114, THAI�bWZ THAl2.1122, THA122,2, TM3�2, THAM22, THA[4�2 Adjustable Truss Hanger $[zed for I-Joistr 'Conceala4 flange version (HSURC, HSU ' LC) �available for all I 118" and heights ranging from 5-316'tc, 18�', 15 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models, only acute flange is con ealed, c 17 HWPH series hangers Topflange hangers Available in Wdths ranging from 1 to 7- > �Ao 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU20.' HTU26. HTU21 0, HTU26-2, HTU2a-2, HTU2140-2 Face -mount hangers V2" and heights ranging from 5-318" to 32'� 15 THim2-4-sIDS3, THJM2-3-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUCserles hangers Face -mount hangers available in Widths ranging from 1-9116'to 7- 16 ITS series hangers Top flange hangers available in Wdths ranging from 1-9118"to 3- (1) = " 4- 16 TSBR�-24, Truss Spacer -Restraint 1/2" and heights ranging from 2-71S," to, 194W_ Concealecl flange W" and heights ranging.from 9-IIS'to 16'. > n 1 0 17 VPA2,'VPA25, VPA3,'VPA35, VPA4 Variable Pitch Connedors varson: HOC) available forlall models having WkIthequal to or 19 JB series hangers Top.flattge hangers available inwidth of 111�9/16'and heights C (Y) 18 VTCR Valley Trust Clip greater than ranging 11rom 5-318"to 7-14', 0_0 N 10 HUCOI.8119-SOS, HUGO11.81111-SIDS, HUIOQ210-2�SDS, HUCQ210�3_SDS; HU00310- Face-rhount hangers 20 J8A series hangers Top flange hangers available in width of 1 -9/16" and heights a- 1:0 X SDS, HU00410-SOS, H1lUCQ4l2nSDSr HUCQ5�2"-SDS� HUCQ5.25111-SDS, HUCQ610- ranging frorng-3115"Ab 1113-118". CIO LL SIDS, HUCQ612-SDS CD C: N -C M C) a) a) C < 0 a) C) > (D T) 0_0 C r- E r_i (D 0 0 Simpson Strong -Tie 20,20 F13C Approved Products Updated I MO/2020 IMMSimpson Stronlig-Tie 2020 F13C Approved Products Updated 1MOM20 ==Simpson Strong -Tie 2020 F13C Approved Products Updated 12/30/2020 M=Simpson Striong-Tie 2020 FBC Approved Products Updated 12/3012020 MM For difeat links to all SST approvals Isted belvv, CLICK HER mm For direct links to all SST approvals li be*,4 CLICK HER For dre��t inks to ell SW approvals listed, balo%,, CLICK HERE 0=1 For direct link% looll SST a provals listed belov. CLIQK HERE p - 0 For addtional infourradon regarding Florida!s Statewide Pro(1jct'Appr9va1 System and Marriti-Vade County Notice of Acceptance (NOA),.�' �. For eddtional informAton regarding Flori Stallowide ProdI , prove] Systern and Migri-Dede Ccurity Notice ofAoceptance (NOA), QJQLbfa9- For additional information regarding Florldal.s Stallewide Product Approval System and Morri-Dact CWnty Notice of Acceptance INOA), LLLOLUAM. For;additional information regarding FWdas aatewide Prpdui;t Approval System and Mqrni�Dade Ownty Notice of Arceptaince (NDA), aLLaKJJfaj;. > 4-LU 21 LB series, hangers Top flange hangers available in Width of 1-9116'and heights FL41 14fie-R5 16 SILBV1,56, SILBVI.81, VLEV2.06. StLEV2.37, SfLBV2.56, SILBV2.68, S/LBVSL12, Top Flange, Joist Hangers 5 SET-XP Ad has" Anchor for concrete ranging from 5.&S" to 15-11&', SILBV3.56, S/1-13V3IS2. SILBV4.06 SfLBV4.12, SILBV4.28, S1l_BV4_-76_ S/L9V5.50 6 Strong -Bolt 2 (STB2, STB2-4SSST 132.6SS) Strqng-Boh 2Wedge Anchorfor coricieteavailable. in carbon 22 LBAZ series hanglart Top flange hangers available in width of 1-911V'and heights '�"LH 1L41,0,.Qr.NaM Product IL-gsgirlotion 19 51LTT20, SiOTT2Z,,S/HTT14, HIT T41: HTT5 Holdowns steel and Types 504 and 316 stainlass, tteal raqirt fricirrig-VIB"to I I Ugr� HIM I �I 04 Joist Hanger �O SIMST60� �IMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, 7HO-1-11488, THD-H6SSTHD�OS, THD-0S6SS) Titen HO Heavy OutyScrew Anchor for concrete and masonry 23 LEG:3, LEG5, LEGT series hang" Top flange hangers available in Widths ranging from 3-114�'to 3- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties avallabie with hex hoed irl carbonsteel And Typos 304 and 316 7i'S" and heights ranging from 9" to 33-112'. 3 HUCWIO-2-�DS, HU00210-3-SDS, HUCC5110-SIDS Joist Hanger 22 §SPt DSP, TSP Stud Plat -Tins stainless steel, or voth countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Widths ranging from 5-114" to 3- 4 THG8Z. THG83, THGBH�, THGBH3, THGBH4 Joist Hanger 23 STC,DTC TrussClip Type 316 stainless steel 7,18" and heights ranging from 9" to',32-117' 5 THG02-SIDS3,THGQ5�95S4�5, THGQHx8b83, THGQH3-SDS4:5, TR0QH4-8DS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (rHD37634RC, THD50954RC) Then HD Threaded RodCoupler for concrete Z5 MIT series hangers Top flange hangers available, in vvidths, ranging from 1 5- THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJCS7 Truss Jaok Connector 9 Titan HD Threaded Rod, Hanger (THD825158RH, THDB371 5SRH, THDV212RH: Titen HO Threaded Rod Hanger for concrete 1/8" And heights ranging from 9-114" to 24". THO5023411H, THDIO212RH) 26 PFj PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116'and heights 10 Wedge -All (WA)r Wedge -All Anchor for masonryL ranging from 3-318" to 7-1/6", FLSIJ473-115 27 RR Ridge rafter connector 28 WP series hangers Top f1thgo hangers 4vailable, in widths ranging from 1 mtill 6" to 7- Sea N bir or Name Product Diiscrintion jMg Product Model N Linin bar or Name Product Descaption FILM 6230-RO 118" and heights ranging 9-11141"lo,32". 1 DE-TAL-20 Double Embedded Truss Anchor 1 CCQM3.62-,SDSHDG-1 GCOM4.62-SUSHIDG, CCQM5.50-SDSHQG, CCTQM3_82-SDSG� Masonry Piet Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62-SDS(3; CCTQMS.50-SDSO,, CCCQM3.62-SOSG� CCCQWL62-8bI�G, §01A Prod uct Model. N u m bar or Name Product Description ,5 Hld, 416S. H16-2; Hld-23 HurricaneTie CCCQM10150_SDSG 1 AT_XP AT-XP High -Strength AcrylicAdhesve forconcretecir masonry FLIIIIJ0860-115 4 HETA12, HETA 16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 E47CLOM3.62G.KT, ECCLQM4,62G-I�T. EQCI_QM5.50G-KT. ECCI_LQMD3..62G-KT, Masonry Pier Caps 2 ET.HP ET -HP Epoxy Ad hesive for masonry E 5 HETAIL112, HIETAL-18, HETAL20 Embedded Truss An chtir EC0LL0MD4,'82G-KT, EtGLLQMD5,50G-KT. ECCLRQMD$.,62G-KT, ECCLAQMO4;S2G, SET-XP High-Strergith Epoxy Adhesive for masonryL Seg Product Model, Numbercirlillame Product Desc[i= 6 HGAMID, HMO Masonry retrofit con nectors Kr, ECOLROM06:50G-KT 4 Strong -Bolt 2 (STB2) Strong- , Bolt 2 Wedge Anchor for masonry _+__0 a) .1 ABA44, ABA44R; ABA46, A3A46R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.'% HGUM7,00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Tften 2 Screw Anchor for Concrete 2 ABLJ44. ABU44R, ASU46. AEU46R. AB05-5, ABU5-6. ABU65, ABU66, ABU66R. A81-1813, Adjustable Post Base 8 LGT2,,LGT3-SD82.5, LG`T4.SDS3 GirderTiedown 4 LGUM262, LGUM�15-3.., LGUM2�64, LGUM23;Z LGUM28-3. LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THDH4SS, THID-HOSS, THD-OSOSS) Titan HID Heavy -Out y ScrewAnchor forconcrete available in X4 ABU8sR, ABLriD`10, ABLI1101DR, ABU11212, ABU`121214 9 LTA2 Latera I Truss Anchor LGUM210-3, LGUM21104, LGUM46, LGUM48, LGUM410 or 316 stainless stoelvvith her head, And 316 Stain L less steel with a ABW44Z. ARAr44RZ, ABw46z, ABW46RZ, ABW66Z, A8W66RZ, ABW7-7 Adjustable Post Base 16 mEAl2, META16. META18, META20, META24, META40 Embedded Truss Anchor 5, MSHA3.112V.25, MBHA3.I2Jl1.25, M8HA3.56f725, MBHA3.5&9'�25, MBHA3.56fil.25. Masonry Top Flange Beam Hangers countersunk head. 4 AC4, A04R, ACE4, AC6, AC6k A6178 Post Cap ii msTAwA, MsTAN[aar, MSTCM40, MST010160 Strap Tie for Masonry MBHA��56/1 1,88, MBHA3;W/14j MBHA�,1561S, MBHA3,5Wl'6. MBHA5.5Of7.25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor forconcrete or masonry U) 6 BC4, BC46� BC4R, BC6, BC6R, BC8, 8CS2-214, BCS2-�16 Post Cap 12 MTSM,6,L MTSM20, HTSMI 1 6, HTSM20 Twist Strap for Masonry MBHA55019.�5, MBHA�5�SCV`11.25, M131-INS-50/111.88; MBHA5,50fl4, MBHA5:50f15, 6 CB4�, CB46, CB48, C868, C1368 Embedded Column Base MEHA5.5011 8 7 CB5044-SDS2: CBSQ46,SD82, CBS066-SDS2. CBSG85-SOS2, CBSQ58-SDS2 Embedded Column Base 6 M15HU3,5619.26, MBHU3.,56/11.25, MBHU3,56111.88, MBHU3.56114i MSHU5.50/16, Masonry Beam Hangers FL#16937-R3 8 CL ECCU Series CC, EC Bolted column capswith W1 ranging from 3-IJ4" to 9-V2"and, FL#1114WR5 M13HU3.56/18. MBHU6�50;9,25', MBHU5.5QMl.25., MBHU5.60/11,88., MBHU5,50114, > VV2 ranging from 3.518" to 7�IfZ' MISI-111-15,50M6, MBHUS:50118 §ta Product Model, NuMbeir or Narive Pwduct Description 9 CCO-SM-5, EOM-SDS2. 5 Series Scre\Ned column caps With W1 ranging from 3-1/4" to O-V2" and §1" Protitict Model, Number or Name Prod Lid Description 1 X34al0I8.5K, XIS1016, X11 BI 0164K XQI$1016, XQI 8101 6.4K 410-16 $trong-Drive.X Metal Self -Drilling, Tapping Screws With #3 0 - VV2 ranging from 3-518" to 7-112" 1 DTTIZ Deck Tenso Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Hdldcyvns FL#1 3975-116 2 XL011 4Tl224,,XLQl 14B11224-2K 412-24 Strong -Drive XL Late -Head Metal Salf-Drilling, Tapping III EPB44A. i EPB46, EPBW Embedded Post Base 3 H03B, HOSE, HD7B. HO�gB Bolted Holdowns Screws with #5 Drill Point end Large Diameter HexWasher Head 12 EPS4Z Embedded Post Base 4 HTT41, HTTS, HTT5-V4 Tension Tie Soci Product Model, N um bar or Natrie Product Doscdgt2n 3 XMQI 14SI224, XMqI 14BI224-2K #12�24 Strong -Drive XM Mpdium-Hoad Metal Sa-Drilling, 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTIZI Light7onsion Ties 1 SOVV22300i SOW22338, SDW2243%,SDW22458, SOW22500, SOLW,2260Q, SOW22638. Stroing-DrIveSIDW EWP�PLYLand TRIJS57PLY Sor" Tapping.Strews vvfthi5 Drill Point and Medium Diameter Hex 14 LPC4Z,LPCOZ Light Post Cap 4 XQ114SI 224,XQI14Bl224-2-5K XI 14S1224, XQlI 2S1224. X01 1,281224-2K #1�w24 $trong-Drve X.Motall Self -Drilling, Tapping Screws with #5 -6-0 15 MP13"z, MP&66Z, MPB8SZ MomentPostBase 2 SDVVC15450� SDWC15800 Brong-Orive SDWC TRUSS Screw [)ell point 0 16 PS44. P644R, PB4S1 P866, P866R Embe dded Post Base FL#i3628-R5 3 SDWHIQ�000B, SOWH10400DB, SDWHI9000DE, SIDWHIOSOOD8. SIDWHID100ODS Strong-DriveSI)WH TIMBER-HEXScmN, 5, XU34S10113, XUZl4BI0l6-5K #10-l6,,Strong-DdveXU Metal Self-Driling, Tapping Screwswith =3 17 PBS44A, PB84a; FBsaa Embedded Post Base 4 SDWH;�7400G. SDWH27600G; SO�VH271300G,'SOW-1271 DDOG, SE)WH2712DOG SDWS-116300,�SDM1 6406 Strong-Orive'SDWH TIMIAER-HEX HOG Screw #1 Drill Point _0 is PBV6! P9VI0 Round Post Base AW Product Model, Nurn bar or Name Product Description 5 SDW$16212, Oil 2,15DWSI Stroing-Drive'SIDWS FRAMING Screw 1i) P044-16: PC46-16, PC48-16, PC64-16, PC85-T6, EPC44-161 EPC4&16, EPC48-16, Post Cap 1 EiB518x24, SB7/8x24, Sal x30 SS Anchor Bolts a I SDWS198 1 00, SDWS19712, SDWS22400,SDWS22500,SDW822512, SDWS�21500; Strong -Drive SOWSTIMSER SGrew(Interior Grade) EPC64-1'6� EPCSS_I 8 2 SSTB1 6, SSTB20, SST&24, SST828, 8ST834, SSTB36� SST8l 6L, SST820L, -SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDVV8221 MO. SDWS221 100, SOWS221200. FLWW320-RO 20 PC4Z, PC,iIR2�1 PCSZ, PICBRZ, PC-8Z, P4C8RZ. EPC4Z, EPC4RZ, EP045Z, EP06RZ: EPCSZ, Postcap SSTB28L 7 SOWS2230ora sows224ollDe, 9oWs725ooDE3, sbwsmooDe, sowS22acoDB, Strong -Drive SOWS TIMBER Saew (ExberiorGrade) EPC8RZ SIDWS22100008 Sea Product Model. N umber or Name Product Description < 21 PPB44w4Z: FPI344-6Z PoatBase SDWS223l2DBB,,SOYVS225l,�DBB Outdoor Accents Structural VVood Screw 1 DSSCB45�5� DSSCB48, D,9SCB4S, DLSHS Bypass From ing Drift Strut Connector 22 RPBZ Rotrofit Post Bare FL*3872-144, 19 SDWS273008S, SIDWS274008S. SDWS2750OSS,SDWS,27800$S, SDWS2780OSS; Strofig-Drive SOWS TIMBERSS Screw 2 SC8415, FC84a5.'FQB47.'5, FCB49:5, FCB411.5 Bypaos Praming `N66-Clip Con nector SDWq271000SS, SOYVS271200SS 3 FPHSD34SlCl6, FPHSD34BlDl6, `PHSD34B1 01S_5K. FPHSD34Sl214, #10-16 "d #12-14 Strong-DriVeFPHSO Frarnjhg-to-CFSS&f- L S_ X Product Model, Number or Narne Product Description 10 SDVVV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPKSD34BI214, FPHSD34B11214-5K Drilling, Ta pping Screws ICU FLAqGN6-R5 1 CMSTl'2,.CMST14, CMSTCJL6, CS14;,CS16, CS8r,CS20,_Ja'$22 Coiled Straps 11 STN22 Outdoor Accents, Hex-Haad Washer 4 L$FC2.25, LS504 L M, L8FC6.25, SFC2.25, SFC4.25,, SFC6,25 Steel FramingLConnector M HRSQ.. HRS8; HR$42, F9A$ FHA9, FHAl2, FHA 18; FHAZ4,. FHA30� MST12S, NIST136, Straps 97 mill (12 ga) 5 LSSC4.25� LSSC6�25, SSC2.25,,SSCA.25: SSQ&25 MSSC2.25, MSSQ-4.25, MSSC625, Steel Stud Connectors Sao X I Product Model, Number or Name FJA, FSA Product Nstfttfon Foundation Anchor 3 MSTI48, MST1610. MST7Z &MSTV, S/MgT37, 5)MST48 HTS16, HTS20, HTS24, HTS28: HTS30 HTS30C Heavy Twist Steps FL#1 5363-R3 6 M8SC4.25KW, MBSC6, I 25KW RCKW3, RCKW5.5,RPKW7,5, RCKW3S, RCKW5.5S Rigid Knee.Wall Connector 2 FRFP Flat Retmlit Foundation Plate 4 LSTASD; LSTA38, I-ST149, LST173; M;;�D, MSTA12, USTA-15, MSTA-18, MSTA211, MSTA24 1 Straps 43 mil (18 go) 7 SCR4S:5, SCB4& SL SC647.5, SCS49.5, 90,154111.5. MSCS45_5� M80847,5 Bypass Framing 8lide-Clip Connector 3 GH4e-6, G!146,5, GH4", GH48-8,,GH41M, GI-11410-8-GH66-6. GH66-5, GH68-6, GH65- Girder Hanger 5 LSTAP, I-STA12, L$TA 15, LSTA18, LSTA21, LSTA24,ST2G2, ST2122, 5T2115. ST2215 Straps 33 mif (20 ga) §W Product Model, Nurri or Name Product Descrintion 8, SCS32-5197, SCS62-5/97, SCS02-511 18, SCS82-5/1 18, Bypass Framing Connector -0 8, G H61 G-6, GH 610-8 6 I-SUBI-13,25, SUBH3.25, MSUBH$.25 Briciging Connector 1 ASI8, As ISS55, AS 18W IS ge. Truss Plates 9 SCV V3,25, SCW5.5 Has d-of-Wall Slide -Clip C onriector 4 GLB6A, GLB5B, GL55C, GLEW, G 1-137A, GLB713. GLB7Ct GLB7D, Glularn Bearing Plate 7 LTP5 Lateral Tie Pla ' te 2 AS 2GHS 20 go, High Strength Trust Plate 10 SJC8,25� 5JCl 0.25, MSJC8.25� MSjCI 0.25 Steel JaiistCorinectors 5 GLBT512.01;LTB12,-GLOT518,09LT616 GLUTS20,GSILTS20 Clulam Bearing Plate 8 LTSI �, LTS! 6, LTSI 8, LTS2b, Light Tvviiitttraps 3 ASwX 20 go. Truss Plate II SSS3,518 Bypass Framing Silde-Clip St rutConneutor 6 HGLBA, HQLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTAX MSTAX ST62115.,ST6224, STU, ST12.5T1181 ST22, MSTC28.,MSTC41101 MSTC52 Straps 54 mill (16 go) 4 ASHP Hinge Plate Connector 12 XL-5H34i3l414j XLSH78131 414 #1 4-14:Strong-Drive XLSH Shouldered,84-Drilling, Tapping 0 ICU 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66t MSTC78, STSn6 Straps, 68 mil (14 ga) Screv'r. LL1 8L UFPJC_SD$3 Universal I Foundation Plate 11 MTSIZ, MTS18, MTS18, MTS20. MTS60, MTS24C, MT830C L ' Medium"wist Straps 13 90161018, XO 1 BI 61 6-41K, XQI SI 214; XQ 181 2,14-3,5K, XQ78Sl 224,�XQ79131 22�31<, *16-1 s; 412-14, and 01 2�24 Strong- Drive Metal Self -Drilling, Mi 9� URFP Universal Retrofit Foundation Plate 12 �Sj Top Flarts Joist Hangers FL#1 67,30-114 X0114Sl 224.,XQ114181,224-2�51K, XQ112S1224, XQ11251224� 2K, X34131016-51<; Tapping Screws < S1,154,112 SIB4.28, Seil.75, SIB5.50 X1 81010, X1 8161 64K�Xl S1 214. Xl BI 214.3,5K 13 SBA2.1 N. SIBA1 I V101 SMA2.12fl 2, SiBA2,112(114� SfOA4.1 SIBA4.1 B/1 0, Top Flange Joist Hangers &MI Product Model. Number or Name Pnpductl:�escriptian Z $fBA4,18112, &BA4,18114 I Er -HP Adhesive Anchor for concrete Z 14 SIHIA HurricsneTie, 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GOPS, GW'50,,GW-75, OW-110-0, GTH Gas -actuated fasteners and assemblies 15 SiPD8S,'S/HD8RS1HDI,0S. SIM DIOB,L SIHD15S, SIHD15B Holdowns 3 PDPA, PDPA-K, POPA-MG. PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAVVIL, PoAder-actuated fasteners. threaded studs, and assemblies < 16 S/H DU4,�*HDUG, SIHOLIO, ;/HDU1 I Holdownt PDPAWL-Mp, PSV�A PSVLS-K PCLDPA,,PE0LDPA, PTRHA3,LPTRHA4 17 SfJCT, SA4JQT Joitt Hangers 4 SET-3G Adhes;ive Anchor for concrete SHEET NO. PRAS 10 2 5 _+_0 a) (D . = Cn —00 (D E -0 > I I I I I - I :MIA ' 11 mii I I—- I . $44AWIMADECDVIM I �'111 L I I,- �, I . , . - ,�, . 660 I � . I IM90 - - VtT,C,f0N1%',QL'=C= mm am � � , - PGTI Tudi"birs, Int. I PGT a4huftirs. Ite. FGT ju��e� I., � C- (D 0 ,+- " L_ '!O a) 0-= 2 I � , '' - - - '. . . . , . I L I , '' L . 1.1z:()5Sw26,sft*e�-kwM= _L_ _ I - - __ I - � - - - . j _, , , '&�iaq - - ACE - UAN ,� , - 'M -"-'�,f.,v7wj�P4-Cl-t-,SVR-AarlLm. , - . . � . I., � � � 11 - - " NOIT I FAC �. T-V ' - - ' - , -AN _' -�E -WE2qCE'".M-H.,T--E?D � CLO C-E-Pl � .CE (3) CD- o CU -0 0- D".�AnQMTiykJWGM-4T(319 -A"L,VCM,CWC. XW L-7S-2474 I I ,W , __ , � A" , , 11 ,� I , . 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'' #� - * I , ih�&_ I " e/_41111�� 7, . -C I < (D _. r � J,� , I - ldlla4i, Culialk FS-. , " . -, - - ". - "I - ' . , � M ..-L'.. .F1 I , , Product ; - it. . ,-.;,L , , , , � , , " I Ian& PI 4bx,q: ._,_I_..� , _ 'Product Cantr461 -Uisft . z __j _ _ o*" _UL � 5, I Pri:,;&�tf,C , I bit - � �tl - fi#rV1r,0r � 'j�67J,N -1, . VL . - - i - . _W11k. 4, Ma , , 't I L � � � ., � ,- " =� :-NOA- N_�i' ' , L ' . '' �' M < ,"�. . A�A L I � � . w 4 , Flpirdtf,Dju Da ., , "10-26, . . I - � I -, I 'Ex 'i Rgi*ii -A,VrU 1.4,20,24 L . ,, p - zxpi�aiiwp*4z 1�04114,�106- -1-1, "I ,� i J Xwo - -11, � 11 _: - 1 X21 �L -il D_tl� � I - eel � - - . _2,�', _ ,6,iiij D �", Ak* jt*L,._ . " cjjj jjK I __j a- *U ',,6, L , P -Alb"��-,A-"k�m mn � I I ,E �f . �, Y__�� E 4 . � ' SHEET NO. I I I I . J1 PA 1.3 I ILI E00 TILLIT TESTING & ENGINEERING COMPANY WAUIRR A. TlLLrr,.JR., PRODUCT EVALUATIQN EtEPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT $US -CATEGORY- Storm Parielis PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. Global Protection ELpductis LLQ 4800 S.W. 51 Street Davie, Flonde33314 ,11. PURPOSE OF EVALUAT 0 This is a Product Evaluation Report issued by Walter A. Tillit; Jr., P.E. (System 10 #11906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 16 of the Florida Department of Business and Proles,slonal Regulation. This prod uct is being Issued an Eval uation Report as desert bed herei n. and has bloon verified for compliance, In accordance writh the 2020 Seventh Edition of the Florida Building Code, and to verify thotthe product it 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 BuMing Code change that may affect its firnitations and conditions 2. EADENCE SUBMITTED: 2.1. FRQQLJ(;T EVALU T1Q",OC T P.E�O IM ,,---UMEN I I Drawing No. 20-176, titled H20 GAGE GALVfAlli STEEL STORM PANEU1, sheets, I thru 26 of 26 prepared by Tilteco, Inc,; sighed and 3eafed by Walter A. Tillit, Jr., P.E.; elated 07/28/2020. This drawing is an integral part I "' IT Evaluation Report. RIMP"s A. 'R "11k, No' 44167 -714 UP 63s5 NX 361b Street Suite 305, Miami, Florida 33166 - Phone: (�05) 871-1 30 PRODUC LKAIAL 2.2. TEST REPORTS-. Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc,, Roports # 96w5ft dated 08/0911996, #96-570 dated 0911,811996, #96-TM dated 66120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998and # 2126 dated 1010511908 witnessed by Gilbert Diamond, P.E. and Report No. 0219.0`1 -09, dated March 4, 2000) signed and sealed by Edmundo Largaospada, P.E. and Henry Haftern, P.E- Tensile test report No. 9CM-197 by Q0 Metallurgical, Inc.. dated March 13, 2009, Signed and sealed by Frank Grate, P.E. 2.3.S On 20 Gage Galvanized Steel Storm Perot 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103108 and 03112115, signed and sealed by Walter -A. Tillit, Jr., P. E. 3. MISSILE IMPACT RESISTAN La rge missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WN 3 LQADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets8,10,14,15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (RE.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Inclicoteclon sheets 8i 9� 10, 11, 114,15,17,18,� 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawinig No. 20-176, 1-INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thrill 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to gla in; shall be as indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evialluation Document (P.E.D.), drawing No. 20-176. k T14Z _44167 S T� T�'* OF '4'c' A, 1-10, CIT". GENERAL NOTES: 8,3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANEU. STUCCO OR WOOD BOARDS BE FOUND ON THE AKIID FOR 20 QW rM= SM RM" EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, 1. STORM PANEL SHOWN OR THIS PRODUCT EVALUATION DOCUMENT (MD,) HAS DUN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL LIE AS MENTIONED IN BI AND IN FL2), !7 TM ACCORDANCE WITH THE 2D20 (7th EDITIDN) OF THE FLORIDA BUILDING CODE (C) DESIGN WIND LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 1/4-0 RS. AS MANUFACTURED BY I.T.W. OUILDEX, INC- FOR A WIND SPEED AS REQUIRED BY THE JUIRSOCTIDIR WHERE THESE SHUTTE TZEJJ�AN #t4-10 PANELMATE FEMALE 10 AND PANUMATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PROMICTS, FOR A DIRIECIIOKAUTY FACTOR K4-0.116. USING ASM 7-16 AND SHALL 1/4 LAG SCREWS PER N�DS- 1, YRFMX Not C)REr DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRV 12, 14, 15, 16, TO & M 7/iIS'O - 5/1' WOOD SUSHIM, AS DISTRIBUTED BY A" POINT SCREW, SOLT & SMW.TY M IN ORDER TO VERIFY THE ABOVE CONDITION. VVINIALIt DES" WIND LOADS DETERMINED PER ASCE 7-16 C,I) MINUALM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SmA&L BE 1 1/2' AND 2- FOR ELGo pANCLMKrE PLUS $HALL BE FIRST REDUCED TO A,5.0, DESIGN *No LOADS BY MULTIPLYING TWO BY Oe Ot ORDER TO AND RANELMALE FENIALE ID. COMPAW THESE W/ MAX, �A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THOU M 14, 15, 16, 79 20, C.2) MINIMUM F LAG SCREW. MID 114E WOOD FRAME UNIT SHAUL BE 1 1/2-� NO THREADED IN ORDER TO VERIFY THAT AN04ORS 04 THIS PX.D, AS TESTED WERE NOT OVER STRCSI"� A 33X INCREASE IN ALLOWABLE PENETR4I=S==`SE CONSIDERED AS PART OF THE REQUIRED THR94DW PENCM110N. STRESS FOR WIND LOADS WAS SM USED IN THEIR ANALY.-S. FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.M& 2018. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD !P� BE AS IND"TED IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE KAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ADM MENTIONED CODE AS M HURRICANE ENGINEERING & TESTING IK. REPORTS 96-5e[L 96-570 & 96-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8`� 1/4* 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM FENESTRATION TESTING LADL We-, REPORTS 12032 & 02120 , AS PROTOCOLS TAF-20% TAS-202 AND I-AS-203. SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCOO, AS WEILL AS TEST LAIS OF SOUTH FLORIDA REPORT 0219,01-09, AS PER TAS 201. TAB 202 AND TAS "3 DS. C-S) IN CASE THAT PRECAST PRECAST CONCRETE PANELS I CO OR WOOD BOARDS BE FOUND ON THE EXISTING ESTONE 8 Lo';GOR WALL. ANCHORS SKILL ENOUGH To REACH THE MAR SI2GTURE BEHIND SUCH PANELS. 2� ALL ALU41MUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OtWRMSE WED), SEE SHEET 2� ANGHKIRADE SHALL BE AS MENTIONED IN tl)� C,2) & C.4) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AULM (0) ANCHORS SMALL M INSTALLED FOULC*NC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS MANUPACTURM 4. ALL STEEL SHEET METAL PAWLS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-6W OR" 50 MINIMUM, 9-60 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING OWALLA71ON DETAILS SHOWN ON SECTION 3 THROU014 10 (SHEETS 4 OALVANIZED STEEL DIESIGINATION W/fY- $ILS kel (AFTER ROLLED)� THROUGH 6) EXCEPT THAT READERS (2) & Q SHALL NOT BE USED, 5. &L SCREWS TO BE STAINLESS STEEL 304 OR 316 AIN SERIES OR CORROSION RESISTANT MATED CARBON STEM AS PER -R HUrTER I$ TO BE ksl YIELD STRENGTH AND 90 kiii 9. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY nRE SOUNDNESS OF HE STRUCTURE WHE E S DIN 50018 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE IT�50 SECTION 24 .3�4, ATTACHED TO INSURE PROPER ANCHORAGF- THIS SHUTTER SHAUL ONLY BE ATTACHED TO CONCREM BLOCK OR WOW FRAME BUILDINGS 6, DOLTS To Be ASTM A-307 GALVANIZED SMEL� OR AISI 304 SERIES STAINLESS STEEL, WITH 36 kol MINIMUM YIELD STRENGTH, 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER S'-IS THROUG14 12'-4*. AS PER SECTIONS 6, 8� 9 & 10 AND ALTERNATNES ON, 9W & ION ON SHEETS �L 6 & 12 RESPECTIVELY, $HAU, �HAVE A LEGIBLE AM READILY VISIBLE MARKING INSTRUCTING OWNER OR 7, ANCHORS TO WALL SHALL SIC AS FOLLOWSt MUNT 10 SECURE PAWLS WITH APPLXAOUE RENFORCINEW DURING PMIQDS OF HURRICANE WARNING (A) "-QR� tL THE INSTALLATION CONTRACTOR IS TO Stk/CMJLK ALL SHILITTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS COWACT WITH 1/4�O TAFCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. INC. (Min. ('0-3102 P-L) THE BUILDING TO PREVENT WIND/fRAIN INTRUSION. 1/4" 0 x 7/0' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT fW, NN� r"3000 1/4�O X 3/4' SOIJO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOILT & SPECIALTY CO. 12, STORM PANEL INSTALLATION SKALL COMPLY WTTH SPECS NOICATO IN THIS DRWNG PLUS ANY BUILDING AND ZONING REGULATIONS (Mfi�' 1'..3000 P-1.) PROVIDED BY THE JURSDICTION WHERE PERMIT IS APPLIED TO, ji*-io PANELm4rE FEMALE fa, & PANELmATIE PLUS ANCHOR$, As MANUFACTURED By EIC0 CONSTRUCTION PRODUCTS. 13. (0) THIS PRODUCT EVALUATIO14 DOCUMENT (P.E.D,) PREPARED BY TTqS ENGINEER IS GENERIC AND DOES 140T PROMOV, WFORMAWN t'.-3= (MIN. p.Q FOR A SITE SPECIFIC PROJECT, L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,F-D. 1/4-0 CF TAP-GRP ANCHORS, AS MANUFACTURED BY TRIJ-FAST CORPORATION (f'-3600 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECWN, PURCHASE AND 411STAULATION INCLUDING LIFE SAFETY Or THIS PRODUCT AA) M! IMUM EMBEDMENT OF TAKON ANCHORS INTO POURED CONCRETE SKALL. BE 1 .1/4% 2* FOR PANELMATE FEIANLE BASED ON THIS PZT% PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. IDN= PANEMALM PLUS AND 1 1/4- FOR CIF TAP -GRIP ARCHERS. CONSTRUCTION SAM AT SITE IS THE COWRACOORS RESPONSIBILITY, &2) rALK-IN 6 SOUD-SET ARCNORS SHAU RE ]EMBEDDED, 71C INTO THE POURED CONCRETE. NO EMBEDMENT INTO THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIM STUCCO SHAUL BE PERMITTED- 1/4- f-20 $CWWS USED SHALL BE 1 1/2- LON(; MINIMUM SHOULD STUCCO EXtSt NO I- MINIMUM FOR WALLS WITH NO STUCCOL AND MAY BE HEADED SOREWS OR ALL THREADED SCRE" A/C HEAD, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA ]REGISTERED ENGTHEER OR AROMCT WHICH WILL BECOME THE am WITH W100 NUTS ENGINEER or Rmm,�D E TH PROLIECT AND *40 MU, BE RESPONSIBLE " THE D%FDR PROPER USE OF THE GINCER or RECORD. ACTING AS A DELEGATED ENGINEER TO THE A.3) IN CASE THAT MOW STONE PRECAST CONCRETE PANELS. PAVERS. STUCCO OR *000 BOARDS BE FOUND ON THE P.M ENOWEE114 SHALL SUSIMT` TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, EXISTING WALL OR FLOM AN�HORS SHALL BE LORD DOM TO REACH THE MAIN FTRLCTJRE BEHIND SUCH PANELS, ANCKWAGE SKILL BE AS MENTIONED IN A.I) AND IN X2). (0 THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE OF 714E PROFESSIONAL ENGINEER OF RECORD THAT PREPARED FT. 14- SHUTTER VANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STDRIW /4 TAPCON ANCHORS AS MANUFACT RED BY 1, T- WT OLRUDEX, INC. PA14EL SHUTTER IN ACCORDANCE WITH SECTION 17M!L3 OF FLORIDA BUILDING COX OW LABEL MANUFACTURED 1/4 . 7/11' CALX-N ANCHORS, AS BY DENALT INC, (WIN, 1'�1500 p�J,) SHALL BE PLACED FOP EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE 1/06 X 31e SOLID-SEt ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, BOLT & SPIEMALTY CO. FLORIDA BUILDING CODE- (Mik fc-1800 ONLY BE USED f14- PANELMATt FEMALE 10 AND PANCILMATE PLUS ANCHORS, AS MANUFACTURED BY ELM CONSTRUCTION ER THE STATE I,, ILIL PROGUOCTS (Mft V-21>71 ;-1,) 1/4- is XN. CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION Jli W. TLORIOA BUILDING CODE (Nigh Velocity Hu came Zone) 13J) MINIMVM EMOMMENT OF TAPCON ANI EUDD PAWA01ATES AND OF TAP-GFNP ANCHOk INTO THE COI# BLOCK UNIT WILL HE 1 1/4-, 0 F., 20 "OE GALVANIZED STEEL SIM PANEL f ` NO 8.2) CALK-4N & SOUD-SEET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIL N 0 "MOM 0167 INTO STUCCO SHAI Lit PERMITTED. 1/4* 0-20 SCRM USED SHALL BE I Iyr LONG MINIMUM .13r. It 07/24/2M C)OST, AND I' MINA" FOR WALLS WITH NO SIU= Z . GLOBAL PROTECTION PRODUCTS, U.C. 0-1 / T, LTE Sl'. STAT OF c IN C A A. 20-176 I ik e. o' 16, J�R IINFIT I arn EaSnW PoLftwD E. 0. 2 3 SmaxALE �FPAWWIWS W� SaWMA" 12 L, 00 M :2;/.111 7:1FI/I EXISTING POLMM, CONCRETE REOLMED CONCRETE ANCHORS I CONCRETE A- ANC8M L4 M SOMULE W- SHIM I THR004" 9) WAL6 M.WMG C13LING ANI, Rffft WOUNTING wm'j Em'; 0 0 Ff LTC CRT� BUILD N 111OPTING 9911011 1 ALTERNATE Mififf MOU00A SCALE 3/0-l' SHEETS I Ik 9�)-] WIMININI" SM FOR COMBINATION SE TOP At BOTTOM MOUNITI: , ER A. COMBINED IN ANY WAY TO SUIT AW INSTALLATION. FLORIDA BUILDING CODE Moth, velocity Nu can* Zone) J- "14167 -2 'Mmo. iot 20 GAGE GALVANIZED STEEL SrORM PANEL A TE I L E C 0Z.\ GLOBAL PRMET,10N PRODUCT% UC' 20 -176 3331 ER1111INUCI]EYAKATIONREPONFINIO, 20,0723.01 3 6. MAURIAL C'ARACTERLSTLC", rj'D SPECIRCATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and,22 of 26, of Product Evaluation Document (P,E.D.), drawing No.90476. Arichor'specificationis shall be as 1 L ridicated on sheets 1, 7 and 21 of 26, of Product Evaluation Dbourront (P.E.D.), drawing No. 20-175. 7. LIMIT-AMNS AND CONDITIONS OF 7.1. Shelf be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet, I of �a, as well as General Notes # 1 thru 4 and 11 th ru 1 (3, Indicated on sheet 21 o ' f26 of Product Evelvation Docurnont(P.E.D,.,� drawing No. 20-IT6 prepared by Tiltieco, ]no, and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product.may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7-3. Productshall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. L(Florlda License No. 44167), President of Tillow, Inc. (Florida CAvLOOO6719). WAT)LL D.� TILTECOADMON RECORDS � P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC� 2o aAGE GALVANIZED STEEL STORM FANELk ORWG*.M176X REPORT# 20-0128.01 F 2,000' L - pma T END LIP 104 ISOMETRIC V" DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ WIMMED EDGE. (1,111,S) N1 I IA" , IGI ALLIMI ANGLE I L ECO iNc- TILLIIT TESTING ENGINEERING COMPANY FR0DVCT19VATA:A 2 2.2. TEST REPOM; Largo missile Impact ioad'tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 6, 12 thru 18 of 16, of Product Evaluation Document (P.E.Q.), WALTEILA. TILLIT, J&, PX� tilt PROUCT EVALUATION REPORT FI. FIR 01 .404-Ld' Section 1709.8.3, per ASTM E-330. Test reports prepared by.Amedcan Testing draw In No.204M Minimum separation to glass shalt be as indicated on Lab of South Florida, Rappirt#08114.011-.01 datod03tll/O2:vWtri,6saiDdbyWilliArn sheets3, 6,13, 14, 15, 16 and 18of 118� ofP , roduct Evaluation Document REPORT NIO.: 20-0727.02 R. Mehner, P.E"r BorlZ Moroz, P.E, and Henry Hattem, P,E, and Report No. (P.E.D.)i drawing No. 20-175. 0219, 0 1 -09, d ated Feb rua ry 25, 2009, Is ig ned a nd seated by Ed m u ndo DATE� July 27, 2020 Largaespeds, P.E. and Henry Hattism, P.E. Large missile impact and cyclic loadings per Protbcots TAS 201 & 203 as per section 1800.1.2 of the Florida t. PRODUCT CATEGORY: Shutters Building Code, Test Report prepared by Amencan Testing Lab of South Florida, -MATERIALCHARACTERmnclAKDAPE4r.IFJCATLO-N—S Shall be strictly in accordance with General Notes and Components Indicated on Report No. 11123.01-110, dated November,23, 2010, signed and sealed byJu4o E. sheet 1 and 2 of 18,,of ProdmotEvaluatlon Document (P,E.D.),'draw1ng No, PRODUCT SUB -CATEGORY, Storm Panels Gonzalez, P,E. 20-175. PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM Tonsile test report No. GCM-198 by-OC Metallurgical Inc., dated March 13.2009, Anchor specifications shall be at indicated on sheet I of 18,of Product PANEL signed and sealed b.y Frank Grate, P.E,49 per AS�M E-B and Tensile Testals EvEluation Document (P,E,D.), drawring No.20-11�5. par QC Metallurgical'Report No. I OKM-1,318, dated December 1, 2010 signed MANUFACTURER: Global Protection Products. LL& and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 4800 S.W. 51 Street 2.3, STRUCTURAL ENGINEERING CAL"LATIONS, 7. LIMITATIONS AND CONDITIONS OF USE: Davie, Florida 33314 On 24 Gage Galvanized Stool Storm Panel for maximum panel length vs. design 7, 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indic ited wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on sheet 1 of i a of Product Evaluation Document (P.E.D.), drawing No. 20-1175 1. PURNSE OF EMMUMION: Th , is is a Product Evaluation Report Issued by I Walter A. T111111t, Jr., P.E. �Systern section 1604 ofthe Florida Building Code. Calculalionsprolpared by Tilteoo, prepared by-fifteco, Inc. and signed and seated by Walter A. T1111t, Jr., RE. ID-# 1906) to the Global Protection Products, LLC, Rule Chapter No. Inc;,, dated 112t`1811d and 08127/13 (for thlerevision), signed andsealed by Walter A Tillit, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES 61624-3. Method ID of the Florida Department of Busines's and as defined on section 1620.2 of the Florida Building Code. Pintifossilloinal Regulation. 3. MISSILE IMP -ACT RESIMNCF-- , 7.3. Product shall only be installed into poured concrete, concrete block, and This product Is being Issued an Evaluation Reporl,as desicribed herein, and has Large missile Impact under section 1609: 1 .2 of the Florida Building Code, as per wood frame structures. been veriffe ,d for compliance in accordance, with the 2020 Seventh Edition of the SSTD 12-99 Standard and TAS 201. Florida Building Cocle� and to verify that the product Is. for the purpose Intended Product Evaluation Report prepared by Walter A. TIllit, Jr., P;E. (Florida License at least OuWlent to that requ [red by the Code. 4m WIND LOMS RESISTANCE- No, 44167), President of Tiftebo, Inc. (Florida CA-000671,9)� Thls�Prciduct Evaluation Report shall be subject to review and revision in case of 24 Gage Galvanized Steel Storm knol has been verified to sustain wind a Building Code change that may affect its limitations and conditions 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.C.), drawing No. 201-175. Maximum Anchor Spacing indicated 2. EVIDENCE SUBMITTED: shall be as on sheets thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawin No, 20-175. 24 Gagis Galvanized Steel Storm Panel has been verified for to 7 2-1. PRODUCT EVALUAMMOOCUMENT JP.E.0-4-1 code compliance Dr4win -9 No. 20-175, titled '24 GAGE GALVANIZED STEEL 'TO"Mr PANIELI, Sheets I 18 work as a non-porpus- storm Shutter assembly, as per SSTD 12-99 Standard. WATILL D�� TILTE06 ADMON RECORDS P, E. REPORT,20 ��GLAL Pf(d%r L ESE GALVANIZED STORM PANEL DIRING#20476 I, RFP0RT#2o-Q727AR ZwD thru 18 of prepared by Tilteco. Ina, signed and sealed b Walter A. y -STEEL ............ Tillit, Jr., P.E,; dated .0712712020. Thi a drawing is an inte 0"Is Evaluation Report. ;4.' NAL I' - 0 ."o- V *167 67 OF STATEOF 6155 NX 36th Street, Suite 1,05, Millard, Flozids33166 - (30 871-1 -1531 'R lil0ft 1001k COMPONENTS FQR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1") (�) *h" HEADEII .7W: 125 D-is' Snic RIVETED SS' 5 TO ANcLE 10 12 Ilr at 2. 2.0 ba. I.SDO" T I SEE mq* DETAIL I SIT SEE SEE Umax I L sw L-2,000— 'U" HEADER ANGLE ANGLE WTH STUD ANGLE ill" REVERSE MD .374' 3714' 'S7 �300` i 1�4 .1. L KEY HOLE WAS141EII —2,ODD*— P7 0.3 L-L -r" TRAcK ANGLE 3Z&* *r TRACK (2) gAT PLATED *TM STUD GALVANVIT) SIMEEL EN No. 44167 �37 FLORIDA BUILDING CODE (High Veto ' -?AJAAG �METZIEL STATE OF RV;= TWTM W- 4,W, .125-- 1 MATO =Ut KEY HOLE 1' 00io Ng 20 GAGE GALVANIZED STEEL STORM I IM11--i AT PANEL GLOBAL PROTECTION PRODUCTS a /TIJECO.ive. \ onum 4M S.V, 51 SIVEIT AUMNATMY, USE WM MA W/Our 11WE, F- 1"14 MONoJtW WASHER W/ ADOOKINA4 Q M*)W 754 FAX, 01500-0 'W'"A AM Zr"', no(LA IF , , - - INSTALLATIQN DETAILS FOR REGULAR eANELSa A &A END C105M DETAILS FOR INSTAUATION IN POURED COMM INTQ EXISTING POURED CONCRETE 9B CONCRETE BLOCK STRUCTURES 00f� BLOM OR WOOD OR PAIRELMATE MD FDR FEWAR, UEE NOT AND E=Z MG SM PMEL WMA PLUE on OF FEM" 10 CONCRETE ANM�m SCHEDULE ON SCHEDULE ON SREET a k 9) SHMS a T10OUGH 91 ' I/ 2- �777 V NAM -4) 'imms CONCRETE BLOCK REQUIRED, J CASF P�w SCHMIAX Ir VI 412 ED, _J CASE C (PLAN) cowl'or BLOCK 9=9m—o SCALE 3/16-1- CASE Q fPLW BLOCK Rwcom= 41 CALK -IN OR FIEMAU 0 AND TAP CONCRETE ANCHORS _-J n PLUMS 00 OF (SEE SCNEOIAE ON --014 ON C� S I Soon WA*MMQX" SHECTS a IHROUOH BUILD OUT MO TSHWIS I e 2=1 SECTION 7 LID! SCALE 310.1' SCALE 3/8. 1' '=Z" E F EXISTING NEW I- WIDE . V E.D. - EDGE /--VEM01 ARTS 1/8" (SEE S=- THICK A4UM. TM OR I EXISTING STUCCOI PT, WOOD PLATE SPACER ':H-r-.)0N BAND "DE X VMIES X 1/0* ALUM. TUBE OR I' . WM a PU III BOTTOM MOUNTINCS CAN r":0 PLATE SPAM 13E 101 CONCRETE ANC"DRS C SINED IN MY WAY TO SUIT ANY (SEE SCHEDULE ON INSTA-1-Anow SHEETS a THROUGH 4) IFACK C�t. C- WIND A -It, FLORIDA BUILDING CODE (Mgh Vol'o"city Hu cane Zone) #00" 01ar �K M,LVOAMID 02= V-1000. N't FP We= I e ULM= 20 GAGE GALVANIZED STEEL STORM PANEL merr 8 A 6) 3 M- REQUIRED Tme" wow. 1 N 44167 x� sl�ft�=x 1*i . . * < S 0 GLOIBAL PROTECTION PRODUCTS, I.I.C. 11L1EC0,,,- QMIL FOR SUM REOUIRED AT ME OR 41100 TISV.",*-9= 20-176 BOTTOM TRACKS ADJACENI IQ STUCC04M RANDS WAVER kil FLOOD& 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, IW/10, 2W/10, 3W/10, 4W/10. 6/5 SWIIO, 6W/11 & 7W/11 VAX ANCHORS; FOR CONCRETE SEE *CW0" ON SHEETS 9 & O__ 3' MAX FOR WOOD SEE SECTIONS OR SHEETS 10 & 11 -71* 0 7/' —* MZ mAx--1 1 1/4, 2/4. 3/4. 4/4, 5/5, 7/5, - 3: MAX MIN. LOIW/10, 2W/10, 3W/10, 4W/10, 5W/10, 6W/11 & 7W/11 L�6/5""` FOR CONCRETE SEE SCHEDULE ON SHEETS 9 FOR WOOD S12 SECTIONS ON SHEETS 10 & 11 REGULAR STORM PANELS d) & Q ELEVATION NT,S, OML 0AW-AR .1 WHOLE %*W 1/4. � MAX, GAP 1/4- GAP V=H) Tin= INE, rp. No 44167 , 1 20 GAGE GALVANIZED STEEI. STORM PANEL OW&W 0" GLOBAL PROTECTION PRODUCTS, LLC. twx FL =,A PROW� ("4)eW-7MTL IFAX 20-176 INSTALLATION INTO EXISTING POURED 12EIAIL$ FOR REGUIAR PANELS(I GONCRETE OR A db DQK 9RUCTURES t2URM CONCRETE r-r P-QURED CONCRETE CONCRETE BLOCK ,ANCHOR&- FOR LESON IST 9 MR �S ON a CONCRIETE BLOCK ON SEE ON REOUM —= ANOMORS REWIRED, M0, n OMMILMOP -1 OLE WILLM IIL IOW 4) SO= ON, F F—F—F"' SHEET 0) P-M a" r r E�. lip. I MfX TT 5 OvatUP, P 'V E, 51 X OF L OF 'L' M" MAX X OF L 73- 31, W- Mi.. ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEET -3 MAX FOR WOOD SEE 5ECTU45 ON SHEET 17 E. REGULAR sToRm ELEYATiom 1 4* 0-2w 4 S.S� BUT I LW - / - ' 1/4' VAX� 2.07' ("'"' DOW I WHOLE MULE') GAP /17/8 WHO NUT O�t 0 12 I�p L CONCRETE ANCHM '53 __Q0NCArE ANCHORS STADOM0 NIM SCHEDULE ON CONCRETE ANCH12" (SVE SCHEDULE ON SHEET 1) (SEE SCHM" ON /4' SHIM 0) MAX WSTW I L—M.Mm OR A -A -�WMLCCKE OR i gt� Olt am REQUIRED SCALE 3/32"-1 REOUITED DIRECT ANQ WALL MOUNTING 01860 ANB WAL& MQUKINJ FLORIDA BUILDING CODE (1419h Velocity NO cane, Zone) F-D. - EDGE DISIANCE (SEE SCHEDULE ON N EN CQMBMTQN OF- SEMOS, TOP & BOTTOM MOLINTINGS CAN BE No, 44167 S' AN 0" wm. W- F.P. 20 GAGE GALVANIZED STEEL STORM PANEL PRON ST. WIM12VA PROIDU LLC 1 L E C 0 GLOBAL PROTECT" CTS' SHEET 9) COMBINED IN AW WAY TO SUIT ANY INSTALLATION. '& ,, 0100 S.W. 51 STREET % !C1681, MOO FA* ("A)MR-elf? 71, - . 20-176 Cn -0 —00 > 2 CD C:�- CD- = 0 0 16— co -0 Cn a) 0 0 116- 0 5- —0 a 0 CU 0 0 = M U- "- co Cn Cn -0 (D (n E L— Co "0 CL C — Co -0 40 C -II.— C/) 0- < 0 C < (a) W., L44-n '_0 1- 0 cy') N >< U- 0 0 < C: E 00 0 UJ U- U) CU 0 W Z Z 117- U) 0 0 0 CD SHEET NO. SH 1 .0, sur swmw,. 3 �. ON SWEET 4 W, I'Mam a A, 0) rXIIII Wl N Bill F101111AIN111111 a I I NIS I Z &I fililk-1 I Lei Eumam SCALE 1/4'-1 a. PAL. 0 SlAm COMIRM) WUWON SCHMULE 09) " & A. WAE 310ml- NOTE: MAOALCTOE 1919DW/O STORM PANELS ON TOP IT AT 70P OR BOTTOM OF OPENING, (ONE PANEL OPENING W/ TUBE TOP At WITOM) M- I'MALKIN SpAk (FL) REQUIRED MI.. TUBE MULLM - t 4*-Ir' 21 . r . I/r > 'v-v TO W-$* 2' . 4' . 1/8' V_o- To W_10- 2.. 5'. Il 2 .4 . . 1, V-10' TO W-01 2* . 6' . 118' 0 " t "&r.3" RATING L I iwiffit6ff ORIENTED C, COM01m OR WRAP FLUDID, PLOCK SPLIT Smw FirtAm INSTALLAT19N DETAILS FOR REGULAR INIQ EXISTINQ WOOD STRUCTURES ANELSa A 1/0 - INNOMI * r;�= imoNoNee- --01 17 NLAML NO, INSTRIATION WALL MOUNT! ALXERMWE M 'WePtoft. suluj=za MOUNTING INSTAUAM - ALURNM I *Lw I � w or - I'm "At SOALL. Ile - I* "An CEI 10 & EIMR MOUNTIN un WALL WOUNITI Aw INSTALLAMINS - ALTIENUM (SECTION AT TOP OS LOOTED TO +55.5-67.0 MAX. SCAIT- 1/4' 1' INSTALLAYMN - ALZOMM AS,Di DESIGN PRESSURE RATING) SCALE 1/41 1* colj- AMMK x,otao EUUQ:� mom 'Milln"INNAAl A, tit UNTING- INSAUAM - sranON AAW SCALE 1/4- - I- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINOS WITH ".D. DESIGN LOADS UP TO +55.5, -72.0 p.sl. AND PANEL'S LENGTH UP TO 8*--B', rEN FLORIDA BUILDING CODE (Wigh VolocIly HIM kam Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO� 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL No, 4167 0,1210 TAjm INC. 1p 20 SAM GALVANIZED STEEL STORM PANEL OR" of., s PRODUM, UC. OFF Of- 11LIECOme. GLOBAL PROTECT" - 0014. TOP & BOTTOM MOUNTINGS CAN BE 0� p- 4eWL5t BMW �v� a mom9mm c�� Wl vMOAE,- DIBHXN-Tma� W� IM4140-0111-1 20-176 COMBINED IN ANY WAY TO SUIT ANY A INSTALLATION. $Am to ON a CONCRETE ANCHORS (SOL 5CHMLE ON--\ SHEET 14) F1,00 SCHEDULE ON- Sm 0 12 Ilr ILI,- I Ile W� (SEE I OLL i/14�[4 TV 5 M To t Am WALL ARM PIDURED FAAOH) NUALLATIO WALL AND OMR MOUNTING INSTALLATION SCALL- 3/8- - I- - SECTION 2 SCALE� 3/8' - I 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS M06Y OR WAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (w/ OR W/o REGULAR Tmcm) 2 UPE SAFETY PANEL CONSISTS OF 0439" GALVANIZED STEEL STORM PANEL AS PER CO SHEET 2 OF W"NG� THIS P ITSELF TD BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTVRE� J. LIFE SAFETY PANEL REQUIRES P TRACK TO %WMPOWNT (2) 111 BOTTOM TRACK TO TEO I E F TIM BE COM A -T OIMPOM�EW BEFOULED WAOL ORSPLOOR MOUNTED FOLLOWING SECTIONS I Be K 2 ON THIS SHM, AS WELL AS DETAILS I & 2 ON SHEET 14� 4. Mitt. LENGTH FOR COMPONENT W� =01 mu� ANCHOR SPACING FOR OANCHOPAGE AT SOTTOM ISS OWEN ON SCHEDULES 2, SHEET 14. �& COMPONENT MAY BE PERMANENT OR REMOVABLE 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SWEET 15. - 0 S. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE ONSTA"TION OF SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BMDS, & IW/15 _s* W. 1, mt� 2/4� 2A/4, 3/4 on 4/4 1 L-Wl, Z & �14W/15 W, g & IW/15 AREA W/N0 LIFE SAM PANELS LOCATION OF LIFE NOTE IBIELOM) Lc REGULAR PANELS W/ OR ---- W/O REGULAR TRICKS SAM PANEL (SEC. MM I __2EE SO - PANEL TO OPTION #I FQ8 WEE S4E �) STO M .81011ft&AS LEE SAFM IIII SNALL "A PANEL(l) & 9A F ELEVATION SCALE 3/32--l- M.- AIM 'R INTERIM "Av-� LE NOTE I) (j7 SEE SECTION B-B. SCALE 3/32"-l' MMIMUM A.S.D. DESIGH ERESSURE RATING (p.s.f.) AND CORRESEQNDING MMIMUM PANEL LENGTH -L- SCHEDLILE A -%U=INIABRAN ASD, m*;:T 1 NZ., - =- -Mb- r-r +"A -7" 715' OR ms 2 1/4. umsom I lw A k 7 +iu. -72-c >7.-!r To fr-*� Mo. 2 3je VNINALTED THALtsk), .55A -71LD mr-r To 1112* ma� 2 l/r 6 +43A -4&0 IV-4� OR LESS 3 lIr R & III - BOLTED W/ 1/4*,W- S,& K& & WIMONUlf N MILAP & WOUDINCIM OF PANEL CVAUD OW-Y FOR PAMELS(f)& 9 INSTAUADONS AS PER SECTIONS I INRU 7. ON SHEETS 4 & 5) Mk,M" MAIL amm R,TM M&OAM VCHORS SPACING FOR M - a vlr APPUOMIUE TO SECTIONS # & ANY COMBINAMM OF THEM IMPCOR OF IAP-GRIP IN PAVELmIm mwAE 0 PAmmum TO CONCRETE 10 CONCRETE BLOCK TO CONCRETE To CONCRETE NUX9 TO CONCRETE 70 CONCRETE BLOCK 10 CONCRETE 10 C= TO CONCRETE To OMORITE MIA NA R/A 61 N/A NAA WA t (TOP) 51 M/A ""A e e C v r I (sommul R. 411A N/A WA V N/A N/A 6. N/A 2 WA N/A N/A N/A v NIA 2 WITIMM) -ffs's' -7ZO r WA X/A N/A Ir K/A -/- 1. I Wi 1 41; 4 (TOP) 7*-6' OR LESS OR UESS - r 1. r v It. r (omum r X/A N/A MIA, NAA S. N/A (TOP) /A "/A It E L N/A %/A t2 t/r a /A. 6 Ip- 6114- SM SHMM to * 11 IN M04M TIPE A SAWANC FOA PISTAUJIT" RM WOW PINK *^DM MOMMIAM MOM SPACNIX AM MINIMUM EDGE UWANCE ARE #01:01ME& ON INS SCHIRNAL MR ED USES TWA #*"To M 1paw" now ANCHOR, 9WOM By &=Sm" vaAw ON $CMEDULE By THE RXJ,06" rwm FOR Ito Ormom TO BE Polts SPACINO OWNRO VM FACTOR SWAL NOT BE USSAM "IM SPACHO tMONCOM FOR LACK ANCHOR TWE AV AMC#oft LOOM Now I" t1lV. 1/4. 1/4% 114". _'L/e. WOO, __y4:. Or Iwamr Atemes, mom 00 s 1 1 2,/2 3 3 1 3 2 1/2 1 3 Out New 'Ir iAc+ - 'Aw tm 1�4 IN51ALLATION IM DETAILS FDR REGULAR PANELSa A U I 4�03WII';. V /"40 40/6 PANEL L"THS UP TO W-Or AND 6 1/4" INTO EXISTING, WOOD STRUCTURES r PANCIAMMIL UOA4=0. 'LAAS 0 G. VEAI;Lp;. THRIADED '"ImS UP 1/4'. - r4- w-, ID 90 ED to ED WOOD mum lw ALTERMM 2W. Rl SCALE 3/8-1" SEE SEE SCHEDULE MR ON SHM 0 W� suk,"TDN O=v TO CIA$& I.T. I EGf-- 50 /I a far E L EOIL I - WOOD, PLATE wm KAM 4 C.,L Ile D.C. FOR L04THS LIP TO T-r W.. OR #1+-10 PANELMATE FOAALE 0 Olt v PAIMUNATE PLUS * 12 I/r IL C, WITH I THREADED PEPEIRKTION AT OF EXISTAID WOOP MATE FOR t 1 1/4'. LOIN SCAM 9 Pum 3w ARM ALTERNAME 4W SCALE 3/8-1- ALL LENOIN; Up To w-Ir w- 'i ...EWE DIRECT MOLIKnNG [?�N pula OUT Mog4NG INSTALLATI101i CON9ffNri&')iANCtNQ- L=Qtm NOTE ; SMUTTER TRACKS NOT SHOWN FOR CLAIM SCALE 3/8-7- NOTES.- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ALS.O. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-S-- FLORIDA BUILDING CODE (ffigh VolocHy Nu Gore Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSTlY OF 0.55 OR EQUAL tic). -20" XTEND. IND. 20 SAM GALVANIZED STEEL STORM PANEL Fp. OMANI W. OVATE.. EOR 011101NOON 9E moms; TOP & BOTTOM MOUNTINGS CAN BE IILIECO.Nlc� GLOBAL PROTECTION PRODUCTS, LLC. 400014AL 51 STRUT 333" COMBINED IN ANY WAY TO SUIT ANY AUNG V" PAR --I- PwOM0' "All MIX" -sm 20-176 INSTALLATION. C4,0006119 M. SWEET it or 21 STUDS 0 EVERY OVERLAP �10 2 1/2" 4 IVC P 5 W.- (CAM 1) I W� (am K) Is) MAXMKW�j YAPCON CF W-CM CkX-IN MANUMINE FEMME 0 PLUS TO DESIGN RATING f-t- lGVHa-lC & TO COW Am TO 0= TO = To OW 70 CONCRETE TO CONCRETE B=x t TO Ow # * CoWMIAMOK or IDWA, MAMIW AMINO. UrNam V W 1. N/A N/A M/A III N/A 9- N/A N/A I At 2 MP) +55,0, -72.0 9- 7* v 9. r 1'. '. '. 9' 1 ze-0yrm) $'-a' OR LESS +55�O -72.0 v N/A N/A N/A 1. N/A 0- MIA N/A I At 2 (TOP 7*-W r v cr 9' 7 1/2' a' '. v I (Ba".) N/A N/A N/A I. N/A 6- M/A AIIA 2 (1-) TO Ir--r 'v 1 0- 1 r MA)MUM A.= DES" PRESSURE &04 to�fl) = I MW 0 5/0' AN, FROM TOP OF AMILE) OAK i Is= & r � FIOM IVP of WM AP TO S N I A, WWY M OF THEM MAXMUM PANEL LENGTH V (ft.) ------- r- --- UPON -rApmN I twit-Vil 1-im Ta - CONCOM I mm TO TO 'CONORM at= +49.2 -61 R5 11 * 1/2' 4 11r 2 (BOTTOM) 7�-e OR LESS +51LB -66.0 3' 4' 4w 2 (BOTTOM) 7--V OR LESS +55-0 -72-0 2 1/2- 2 1/2* 4 3 1/27 2 (BOTTOM) 7'-6* OR LESS - +550 720 2 1 ---r- /2- 2 11;r i� ;A 7' 6, TO a' a* r-,,4 _t N/A ALTERM11 UNCATION AT END PANEL 0 1/4" \-INTOKOIR PANEL \-ENEt PANEL 1. #2 FOR M. ANCHOR �.Fx. SPACING SPACING LOOR MOUNTING INSIALLATIM (APPLICABLE TO SCHEDULE 2 SCALE-' 31115' - I' MAXIMUM &S.D. DESIGN PRESSURE MTING (12.s.f.) AND CORRESPONDINO MAXIMUM P&JEL LEjjGTH "LPI MEDULE (APPUCAU OWTO sum= SM *W 15 FOR AMCHOMS rfPE * SPACING FDA INSTILLATIONS INTO WOOD 011" 9"W. NMUM ONCHOlk SPACINGS *0 UMW EDGE WIMM AME INVINATEDaN THS SCHEDULE, IN Cal LOSS, THAR rvcAno ANCHOR SPACING BY MU11MILYING SPACtIld SCNECULE BY NE = I i SHOW 04 PER . .m. TO BE REDU= WAOM ORTAINVID USING FACM 94ALL NOT BE LESS tOMMI MPIMW SPACIND INDICATED MR EACH ANCHOR TYPE AT ANCHORS LECOMID, now Tog 1/4. 1/0. i/r. - Imaxi ;� W-Amp =". ONA-m VIA MOM X%DM W 3 3 4 3 21/2 �=- 3 3 3 3 3 3 31/2 3 I/t 4 AMK IIA OWK WRONG I 'Ir I - . - - 2 llr - -3 TOO AD 1/2' 1-00 MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDJNG MAXIMUM 3MING SCHEDULE FOR REGULAR MEM PANW INUALLATION INTO EXISTING CONCRETE A CQNCRETE 8 (VAUD ONLY FOR-PANELS(DAr @IMSIALIATIONS AS PER SECTIONS I THRU 10, ON SHEEtS 4, 5 & 8) ANCHOR MAXIMUM 004M VACMG MR LO, - 3 I1r - MAXIMUlAt AS& DES" TAPOON OF TAP-GRP CALK -IN PANELIANTE FEMALE 10 PANINMATE PLUS SET APPLICABLE TO SECTIONS I & Mkvwum PANEL PRESSURE 70 To TO TO TO ANY CO~09 LENGTH -,- (tL) mIlma TO ODO'Cami CO"-M TO CONCRETE CONCRETE 70 COMMOMM CDMMM TO C04MM COMORM TO COMMIT CONCRETE TO CONCRETE CONCRETE OF THEM i(P--fJ BLOM VCOCK BLOCK BLOCK It= BID" 1. N/A N/A N/A 6. N/A 1 N/A 6. N/A N/A N/A I (TOP) 1. 4- N/k N/A 6. a, 1. N/A N/A I (BOTMM)- 1. NIA N/A N/A f. N/A fi. N/A N/A N/A N/A 2 (TOP) 6� N/A N/A N/A 1. NIA N/A S- N/A N/A N/A 2 (WITOM) +554 -72.0 N/A N/A N/A 6. N/A 8- N/A 1. N/A N/A N/A 3 111 4 (TOP) >7-5* TO W-S* OR LESS 4' N/A N/AL Ir 1. S' 6. 1. a. N/A N/A 3 (BOTTOM) S" N/A N/A NIA 1. N/A a, NYA NIA N/A N/A 7 (TOP) 111 4. N/A N/A Is. S' S" 11 1. N/A N/A 4, 7 (BOTTOM) N/A N/A 12 1/2* 6 1/4' t2 1/2' 6 1/4' 6 1/4- 1 6 1/4- 6 1/-� 6 1 H/A N/A 5 (TGP/80'qOM) +50.0, -63.3 N/A N/A 12 1/2' 6 1/*' 12 1/2' 6 1/4' 6 1/4" 1 , I /A. a 11r 6 1/4, N/A N/A 6 (IOP/SOTTOW) 4-r TO 11'-2- +55,0� -7ZO N/A N/A a 1/4- NA 6 1/4- N/A 6 1/4! 1 6 1/4' 6 1/4- 6 1/4* N/A N/A 6 (TOP/BOTMM) �V-B' TO IV-2' N/A 14/A N/A N/A N/A /A N/A N/A 6 1/4?' 6 1/4- 6 1/4- 6 1/4' 8, 9, 10 (TOP) +43.15, -48,0 r N/A N/A N/A NIA NIA NIA, 1. 6 1 6 1 /'. 6 1/** a (BOTTOM) OR ub� 12'-*" OR LESS W 4' N/A W/A N/A N/A N/A NIA, 1. 1. 6 1/4- G 1/4- 0 (BOTTOM) F-N/AI-.-/. -T -N/A NIA, I N/. /A /A /A 6 1/4' 6 1/4' 6 1/4- 10 (BOTTOM) SEE SIEEVS 10. 11 AND 12 FOR ANCHORS TYPE A SPACING FOR INSTALLATIONS INTO WOOD FW49 MWWM ANCHOR SPACIA05 AND IANMAUM EDGE DISTANCE ARE INDICATED ON INS SCHIM" FOR ED LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPAC04 of MULTIPLYING SPAC94 SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, MR TWO OPERATION TO BE POSSIBLE. REDUCED SPACING OILIANED USING FACTOR NOT BE LESS It" WHOMW SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORII MM. ile. I/re t/4*6 Ile. 1/'r. 1/4. ANCHOR Tim ldr� AN PON PACM 0%) WCOk 3 OF Vp-OW FIONLIC 3 Malawi: CALK-ft a Pull 3 3 21/2 BOUD-w 3 11111"ll .#' -AMIN 3 3 3 3 3 1/2 FLORIDA BUILDING COE VolocIty Nu m'�J *.k 0.) Amm ffJL WE 61101010 3 31/2 F A .0 10 R 3 '/2 4167 1 . 1 (09h on" ltnm W- 20 GAGE SALVAIRM STEEL STOW PANEL cano Zone) A, 3 S 6 GLOBAL 'ROTECT. PRODUCTS' LLC' X I L I E C 10 IDIA. 41 SOW 114 I/r .. i. - '�� m- P� --two N!E��g Moe OM)jr FAX (#")ne-am 20-176 vy mur PL w, A t"m A I - --'" � INSIAUATION INM QUAILS F-QR REGULAR TANEINS(l EXISTING WOOD STRUGIURES T 117 _44-10 RAMEJAXTE PLUS ---P4-10 PAWLMATE PLUS mr- *1 1 7/5' 114-10 PAKEUdA7E PLUS 0 1/4� D.C. W/ 1 7/8* I THREADED PENETRATION TO Dummw WOW HEADER 1'"4' 6 Emsrw -00 W-m WOOD mumvAlk THREADED PENETRATION TO VOSTINO WOOD HEADER cow !;MJD 6 TAV ILC. 2 DOW STUD 6 114- 0c. WOOD WADER WOW HEADER - REQUIRED ON ON SHEET & FO-R W. SEE SCHEDULE ON me SMELT a SEVAUM - M- PANEL LENDIH ea NOTE M.� PANEL "4'0; (Sm It LENGTH NOTE I) M-- PA04 LENGTH (SEE NOTE 1) �7 3/3r BOB: vi OF "v OF -L' Or v M" 7 77 6 1 r .0 12 1/2- CUC, 13 rl T.- LAG SCA00 �1,4;Xla PLATE -10 PANDA47E PLUS 2-0- WOOD�.tIAT-E AT f _ 114 REGURED 21.4' WOOD REQUIRED l' 0 11 1/2' PEWTRATI N AT 1/4-0 LAG SCREWS 0 MODWICITH OF PLATE NO WIDTH Of PLATE _2 W/ 1p;xV& L) T AT MlDWRDfiH OF PIATE DIRECT tQ 1 OIRECT MOUNT SCALE 3/9-1, ift"ID INSTALLATION DIR 10 luffAl"Dom S(Al 3/8-1- SCALE 3/8-1- I. INSTALLATIONS FOR ALTERNATIVES 8W, 9W IOW ONLY VALID FOR BUILDINGS WITH XS.D. DESIGN LOAM UP TO +43.8. -48.0 p.s.f. AND Al"110 PANWS LENGTH UP TO 12 - -4" 7- FOR NEW WOOD FRAME CONSTRUIMON, WOOD MEMBERS TO BE SOUTHERN ......... PINE NO. 2. W1 DENS17Y OF 0,55 OR EQUAL. FLORIDA BUILDING CODE (High Velocity Hur cane, Zone) _SPECIFIC NOTE FOR G BINATION OF SECTICINS! 20 GAGE GALVANIZED STEEL STORM PANEL Fp DRAWN W, TOP & BOTTOM MOUW94GS CAN BE COMBNEO'IN ANY WAY TO SUIT ANY GLOBAL 111NIFIC0,10c, PROTECTION PRODUCTS, I.I.C. - am sl N A%- -'g 4001 SIL 51 SnW 'MN', FA� 20-176 1 - I - - � t- z s"ma or m INSTALLATION DETAILS FOR OPTION i I FOR UFE SAFETY STQRM PANEL SYSTEM 1/4 r Oxm W/ INTO EXISTING WQOD STRUCIURES Ila ED OR -L ED ALTERNAINE I ALTERNATIVE 2 TO IF, SEE SCHEOUILE ON SAW 4 MRIA, SEPARMION TO CLASS. Ell ED ED OR FA WOOD PLATE ACQUIRED 8 C-L AUERNATIVE 3 AMBNATIVE 2-.4V KATE REQUIRED SC*VPS 0 r 0& W/ 1 1/2- i4r"w"alam I.E.Elm-no. ON WHO, mme"W/ ;/InAw 1'r# 2(NX &S. " IN 4 ON ALTERK91VE WOOO & ANCHOR /***:20 PANVANGE FEW 0 OR ON -M&/ arVIDeToPne ERAME 90HOITIONS G'm'w - 1. WCATIONS MM: sHum TRICKS NOT WOW cAmw WALL MOUNTING INSTALLATIO ALTERNATIVE 1 W N $r imALE. 3/e - I, A67 I FLORIDA BUILDING CODE (Righ VslocliIIt Nu can* Zone)f Is E 20 WE GALVANIZED STEEL STORM PANEL rlp� DRANK ft 1. BISLNUATOMS ARE ONLY VALID FOR BUILDINGS It +535. -nO PIT AM PAWLS UNOTH UP TO R�HASM DESIGN LOADS UP TO 2- IN NEW WOOD FRkME CONSTRUCTM WOW MEMBERS TO BE SOUTHERN OF /T ME C 0 ay/U/�im GLOBAL PROTECTION PRODUCTS, LLc. DATE. AM ALM I$ 'A37 PIKE N. 2. W/ SPECIFIC COON OF 0-M OR EQUAL Tow 20-176 m M�M -01-- 034)6a"""35W� PAX. (W)M-SM P.C. s*AL/s%wftjw'/wm N"m A NO 1- r-j . - , - smear's iw Is C- U) > 0 C- 0-0 2 -Cu -0 Cn m 0 (D 0 0 u- 0 > Cn -0 a) Cn E L- (v -6-0 CU 0 CL. = M -0 1 +0- . = -6--# U) 0 - < w mi 0 Cl) 0 (N M x 10 LL (N -C -C m IN 2 a) E < C m Q) a) f, " � < T > - > �6' L (1) z� =3 U) Lu a_ C/) 0 16- 0- 0- 0 0 U) m m SHEET NO. SH 1.1. IMUM117 W.W11 Oall *11CRI"A *_K11:441it.111 RIM MAXIMUM A.S.D, DESIGN PRESSURE Mm PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (P-S.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72�O 2 3/4- UNBOLTED I I UZI C1 III ki IN zm 0131 r1l] 11PAWT411151 51 z w Y41 am A 4 14 401A CA161 wo EXI N 4 1wNim, 111111m mW Pulzri=9 q 01REM410- *1 77 W.1 SCALE 3X-1- 1. INSTALLATKAS ARE ONLY VALID FOR BUILINNGS WITH AS.O DESIGN LOAD$ UP TO t&5,5� -7ZO PST AND PANEL'S LEWTH UP 70 V-11', 1, FOR NEW WOOD FROME CONSTRUCTION WOOD MEMBERS TO BE SWTIVAN PIME 110� 2. W/ SPECIFIC DENSITY Of 0,55 04 EOUk_ COMPONENTS FOR SERIES 2000 & 1990 E-Z HANG STORM PANELS (SCALE 1/2-1-) JIVIAL WIDTH)— -12.500 CIEFFECTNE -6 LDW 2,657' MIN, THICK Almmam STEEL E 2. TYP_ AMA M - RAOC 50 MINIM M "TAIL "D OkV. L ---------- A --- -------- 48.9' PAWS END Lip W/ HOMIAM EDGE *0.08* .125' IEI_, F F, 1p %K I 1% METRIC YJEW DETAIL A 2_0�0` ROUNDED CORNER 0 ENDS OF PANEL'S i END UP W1 HEMMED EDGE, (N.TS) L ,Ow___j J. MCA (2) 3*x3*(MaxJ ALUM, ANGLE F-DQs'. (1) STOP BAR I I I LONG 5063-T5 Num. ALLOY CODE (�) REVERSED "he TRACK S REVERSED 'U' TRACK S DOG" .12W 2*x5!(Mgx.) ALUM, ANGLE W61-TS gum. ALLOY INSTALLATION DETAILS FOR OPTION #2 F-08 UFE SAFE1Y STORM PANEL SYSTEM INIQ EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES I "TAPCON ANCHORS I"* T ANCHDR; TAPOON ANCHORS 1 4' TAPCON ANCHORS oz, Ixt -r O.C� POURED COMCRM OR CONCRETE POURED WHIG POURED OR CONCRETE OR CONMRETE� 9U0CX REQUIRED BLOCK fteoLMIED P� 4/4' (4 Ile COW. Net ow is) G wss LASS .4 R -0 E. ED,* 4 M.S. Wl 44' !720.314'&S. ALS. W/ NUT "ASHER /8 ft3/32 YANG NUT WASHER # 12 1/2" D.C. (BEYOND) 3/3r WINCI NUT 4 3/32' a 12 1/1- O'C' N D) TAPCON ANCHORS I e TAPODN ANCHORS 1/4* TAPCON ANCHORS 0 4 I/r 4 1/2- 04� 0 4 1/2' D.C. (StAGGERED W/ STUD) ISTAGOEREO W/ STUO) GC04CA1EI.ECK L_.. CONCRETE M EL OR CONCRETE BLOCK L--T% G.Co"CROO. REQUIRED REQUIRED REEUIRED REQUIRED WALL WALL MOUNTING INST&LMON WALL MOUNTING I !& LLATION WALL MOUNTIN IHWUA= 0 RA EL 0 u 0 iM NIEL U mq�EL SCALE 3/6*-1* SCALE 3/8*-t" SCALE 3/W-I* SCALE SCE SHEET 14 4 2D IN ANCHORR T�E &A001 004" SPACING MR WISMILLAncla INTO WOW FRAME GULOM. w ARM" WRONG (to 3 MMM#UM ANCHOA SWINGS AND MINIMUM EDGE DISARM ARE 1106"Im ON INS "'ammumpims Ge-M. 111,) 3 00 SCHEDULE FOR EIL LESS INAN IMAXIM v*WAI, FLORIDA BUILDING CODE LH!jh Velocity flu Gains Zone) SCHEDULE WOUCE WHOR SPACING BY fa" 160 3 67 MU%TftYW SPACINO SHOWN ON mirbut w MOM "MR10 49M IXWM, m rp. By THE FOLLOWING FACTORS. FOR THIS - - 20 CAGE GALVANIZED STEEL STORM PANEL DIMON w- OPORKTION TO SE POSSOLE. ACKM SK411. NOT GLOBAL PROTECTION PRODUCTS, LLC. IL ECOm am SW1 41 smw SCHEDULE 0-Ow (W)W-WO� FAXr 054)NO-Am 20-176 1 3 Fe� V 02"m miI, immint 17 or w INSTALLATIO DETAILS FOR OPTIQN #2 FOR UEE SAFEN STOBM PANEL SYSTEM INIQ EXISIING POURED CONCRETE QR ONCRETE BLOCK KRUCTURES I -V TAPCON ANCHORS 1/4' TAPICON ANCHORS 0 91 O'C' O.c. POURED POURED Oft CoNcrm,..jv, OR COM&NII REQUIRED REQUIRED Ji d 1.�f 1/4' f- tw Dagn 7 1 1 W�a MIT a M0-0 PAREIAWE PLUS W/ 14-IVO PAWIMATE PLUS W/ I -I WIND NUT WASHER x 113r WING MUt WASHER L__�ZL=RETE REQUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTINQ INWALLAIM SECTI[ON 5B 0 LIFE SAFEW PANEL SCALE 318*_1 semi 3/a-.7 Ile. 1/41. SIX SWIT it 111 20 FOR ANCHM TYPE A ANCHOR! Imm 4% SPACING Faft INSTALLATIONS 01110 WOW Dom M. wm VAC.0 111,) 3 3 FRAME ' MINN 44167 .%=AX=DMi."`N .,NWWWWW I- Gn) 3 a FLORIDA BUILDING CODE LNIqh VofocU Hur can* zOnq)j SPIMAJE FOR to Lms THAN "am ON U."644 3 so SCIMIMUE REDUCE ANCIIOR SPACING IN �E 02710 Twnm Me, 20 GAGE GALVANIZED STEEL STORM PANEL W,, MULDPLYING SPACING w4OWN 04 SCWDWLE Am" L& em mom* FACIOR TIATE Of THE FOLUOV" FACTORS. MR INAL ....... GLOBAL PROTECTION K LESS THAN WWN1JM SPACING INOWWOMM ONAIL 11LIECO.. Opumnom 70 WE PDSML "mm 1ORt PRODUCTrh LLC- DAM SPACING ONDOM USING FACTOR SHM1. NOT FOR DAN ANCHOR TYPE ON nie; -000" Z11, a:.. 20-176 IT --pee.- PX SEAkWiNGNOLM/Wit CA-00015714 IWAVA & WAR 441 fpit' 310M IS OF N MEGA tk� I C/) -cu > 0 0- C�L 0 0 L_ ICY) m 0 0 0- Cn @=3 1) -0 0 CU Q _03 'c-n 0 " -Y k�u = C:) 0 -1--j tu 0 ;> (n ._-0 Cn a) Cn E L_ ICU 0 0_ Cu -0 ,0 C -I--, C/) C:)- OF w mi INSTALLMION DUAILS FOR QP-TION #_2 FOR UFE SAFETY MRM PANEL SYSTEM GEMENAL NOTIES! VALIO E-Z HANG STORM PANEL SYSrQA INTO EXISTING WOOD STRUCTURES I- E-Z HANG STORM PANEL SHOWN ON T141S PRODUCT EVALUATION DOCUMENT (P�LD.) HAS BEEN VERIFIED FOR COMINJANCE IN 9.1) MINIMUM EMBEDMENT OF TAPCON ANCtfORS AND PANELMATE FEIMALE 10 & PANELJAATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COM BLOCK SHALL BE I 1/4-� DESIGN WAND LOADS SHALL BE DETERIANED AS PER SEDDON t62O OF THE ABOVE MENTIONED CODE, 8.2) MINIMUM EMBEDM OF Ileo X 7/8' C&K-iM A4CHQR$ SHALL BE IS 7/a- INTO CONCRETE. ENT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTIERS WILL EEMV jk�AN NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PEOWMED, EX mo TH M ( S.D�� 1/4" 0-20 SS SIDEWALK BOLTS USED Sit BE LONG ENOUGH(SHOULD ANY FINISH MATEPIAL EAST) TO FOR A DIRECTIONAUTY FACTOR K4.0.85. USING ASCE 7-10 AND SkALL NOT C DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO Atit 1/4`# TAPCPDN 0 S- 04, -0 TAKON 0 $- O,C. C) V4 _1= A/ DETERM b WMIN. THREADED AT WOOD "Ir m1a;wm1N. THRMED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS INED PER ASCE 7-16 WOOD 94ALL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MULTIPLYING THEM BIT 0,6 IN ORDER TO EL3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7HE EMNG WALL HEADER W."DER TO COMPARE THESE W/ MM. (A.S.0) DESIGN PRESSURE FIXTINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REAC-A THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE 3 cr) U SIALL BE AS MENTIONED IN 9.1) AND IN 112)� IN ORDER TO VERIFY IHLAT COMPONENTS AND ANCHORS ON THIS P.00. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE 1/4 1/4' IN ALLOWABUE STRM FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FAST ERS SPACI To R SEEN IL EN NO WOOD AS co X DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA'"ONS AND SPMFICATIONS OF THE ANCHOR'S MANUFACTURER ly JA u- I - WOOD HEADER 4 STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF i 7" 7- 171\ 1 1-1 1 :/ I REQUIRED THE ABOVE MW014ED CODE AS PER FENEPRAT014 TESTING LASOFATOFM INC. REPORT # 2032, AS PROTOCOLS TAS-201, 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRADTOP TO VERIFY THE SOUNDNESS OF THE STRU WHERE S CTURE HUw TAS-202 AND TAS-201 IS To BE ATTACHED TO INSURE PROPER ANCHORAGE- THIS S8LnTEFt SHALL ONLY BE ATTACHED TO COMICIRM BLOCK OR WOOD FRAME BUILDINGS, 0 2. THIS SYSTEM HAS SEEN DESIGNED TO BE WALUED ON T14E OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UrT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS To SEAL/CAULK ALL SHUTTER WN ES WHICH IN CO UOUS DOMPO I EDO REMAIN NTIN FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDINC TO PREVENT WINDIRAIN INTRUSION. CAULK AND SE& SHUTTER TRACXS ALL AROUND FULL Min. SEPARMIN 3, SERIES 1000 INSTALLATION is APPLICABLE TO SINGLE AND DOUBLE HONG STYLE WINDOWS V64EN INSTALLATION IS REQUIRED TO BE, LENGTH, C: a) ON SHEET I PERFORMED FROM THE INSIDE OF SIRUCTUIFNE, 13, ISTGOURLI ANELPIONOStA ON $HALL COMPLY WITH SPErS INDICATED IN THIS DRAWING PLUS ANY BUILON43 AND ZONING 4E DVIV THE JURISDICTION WHERE PERMIT is APPLIED TO, C: 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN 4- C: PANEL LENGTH INSTALLATION 6 REQUIRED If) BE PERFORMED FROM THE INSIDE OF STRUCTURL 14 ATRIUM WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYSTEM- IS FWJW pqVING. PANEL LENGTH (SEE NOTE I BELOW) (SEE NOTE I BELOW) < 1/4�020xl- 1 i 5, ALL ALUMINUM && Ars w7- DMWSIONS TO BE 6063-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTM) 15. (a) THIS PRODUCT EVALLIATiON DOCUMENT (P,F_D,) PREPARED By THIS GENERIC AND DOES NOT PROVIDE "/S 0 x 3/32" . I RIFORMATION FOR A SITE SPECIFIC PROJECT; Le, WHERE THE !ia =.W W NUT 1 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY� DEVIATt MOM THE PE.D, < L in INCLUDING LIFE SAM OF (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSIALLA ON 7� ALL STEEL SHEET METAL PANELS SHALL HAVE SIRUMR& OLAUTV STEEI.. ASTM A-653 DIADE 50 Min,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.f D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS WAILED ON I DESIGNATION W/Fy- 58.5 W (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSANRY. a) B. ALL SCRENS TO BE STAINLESS STEEL 304 OR 319 NE4 SERIES OR CORROSION RESISTANT COATED CARBON STEEL As PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVILUD, IF MODIFIED. C: 5=18 W/ 50 k-1 YIELD STRENGTH AND 90 W, TENSILE STRENMH & SHOLLI. COMPLY W/ FLORIDA BUILD$* CODE SECTION 2411.32.4. > m (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER 00 ARCHITECT WHICH MLL 9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL WITH 36 W MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RES F E op PONSIBLE OR IN PR ER USE OF THE P.E,D� ENGINEER OF RECORO, ACTING AS A DELEGA7ED ENGINEER TO THE pED, ENGGWER� SHALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIIX E (A) (e) THIS PX.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIONLATURE OF THE PROFESSIONAL N F ENC4 EER 0 RECORD THAT PREPARED ff. 0 0 Ile* TAPCON ANCHORS AS MANUFACTURED BY I.T.W, BUILDEX. INC. (MIN. f.-3192 p-ij 1/4� 0 X 716- CAIX-IN ANCHORIL AS MANUFACTURED BY DEWALT INC, (MIN. VC-3000 p-L) 014-10 PANUMATE FEMX1 ID & PANELMAXE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. III. STORM PANEL MANUFACTURERS LABEL SKALL BE LOCATED ON A READILY VISIBLE LOCA71ON AT STORNI PANEL IN ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CCDE- CUE LABEL SHALL BE PLACED FOR EVERY OPENINr, I (r-3350 P.11) LABELING TO COMPLY WITH SECTION 1709,911 OF THE FLORIDA BUILDING CODE Z_ L_ 0 LL, > 3/32; WIND NUT 1_7/8'# 3/32' WIND AA) MINIMUM I EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2� FOR PANELMATE e a =OD_fLA FEMALE 0 & PANCILMAIE PLUS, I WASHER 0 /4- D.C. RIE ER 0 (BEYOND) PLU A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8' CALX-IN ANCHORS SHALL BE IS 71r INTO CONCRICTE, NO EMBEDMENT INTO S ANY FINISH 4ATEINAL SHALL BE PERMITTED, D.C., W I f -10 014-10 1 6 1/4' OX, I A, 6 1 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG tMOUGH(SHOULD ANY FIN[S TO EN 3/4' M, 1/4 H MATERIAL EXIST) GAIDE MIN THREADED ON A NIbW5iH OF N. p INTO ANCHOR& T TE AT M11 OF PLATE X3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANEL% OR PAVERS BE FOUND ON THE EASTING WALL OR X WALL MIO!j"bIG IN3rAuaON WALL JACILINTING MWIL I ATION FLOOR, ANCHORS SHALL BE LONG END" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL 1% RNAT!F ff k Tit BE AS MENTINED IN A.1) AND IN A,2), s- AIREGULAR PANEL . I . ..... FIL W 44167 SCAIE 3/a--l- SCALE FLORIDA BUILDING CODE (High Velocity NUT "no zOnd)j x hKm - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W, SUILOM INC. z FLORIDA BUILDING CODE (Mgh Velocity Hu one Zone) No 44167 02M TILTEOD, W_ F.P. 1/4- 0 X 7/8' CALX-fN ANCHORS, AS MANUFACTURED BY DEINALT INC. (fm-IBOO c" TILTM w- 20 GAGE GALVANIZED FJ-, 20 WE GALVANIZED STEEL STORM PANEL DRAWN ft #14-10 PAWLMhTE FEMALE ID AND PANEIMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION STEEL STORM PAWL DRAWN ft 1. *45TALLAWNS ARE ONLY VALID FOR BUILDINGS WITH A.SD. DESIGN LOAD$ UP 10 +55�5, -72.0 W AND PANECS LENM UP TO W_ GLOBAL PROTECTION PRODUCTS, LLC. PRODUCTS (T-2071 p.x.L) GLOBAL PROTECTION PRODUCTS. LLC. 2, MR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 11LIEC01. /7mrEC0...-\ $I Slow AKE MO. 2, Wl SPECIFIC DENSITY OF 0.55 OR EOLW_ Z-FL-133-314 4M S.W. P140NE FIft (11SOMS-4711? 20-176 PAGW� I.).= 3W. 20-176 SM", AM-4j: JIM: 054)589-M CA-ODWIP DRAWING N.- DRAWING ft E. P�L Wxw^TLw,'mm Q�mw I Nj 00111 70 ff 26 ON STIM TKUT IV_ 1-1 IV Fell '/24 *� (SEE NOTE 2 PELD.) I ./24,b, 4./24� w/0 (0 � (z) (SEE MOM 2 3- M_ 2'/24 b, V/24 m NOTE a SMOW) ,4jpS FOR CONCRETE ANCHOW SEE /1& 1. 1& r ON CONCRM AND400S 11 SCHEDW ON SIEET 2sr I I '$a =,.W= AT 2 1 1. END OF, 60 X -L' 6-0 11 NTERIOR PAN11) PAWL)j I PANEL) (,;Z (END FAWQ _(END PAWL)Tj OM Z 3,4 K" SEE NOTE 2. 3, 4 SELOW NOTE 2., L� 4 BELOW 47 H i te,11- _� M%w PANELS W/ Y4 - ' M.S. W/ MT�v /4 NNGmvTS 40 ;d, 1. 40 IS"NOTE 4 �Sa NOTE 31 3. j, PAM MATE Cryp,) MR commm, Ok , "Y .. SIEET I- ft AnWKAZ 3 L(j) OR (S) W/ OR w/o@, (z) w Swrod ON SHEET " * EL 0 TO BE INSTALLED AT AfTENA TO." KNIT AT EACH PIC" L RAI MTSHALZ ALWAYS It TYPICAL ELEVATIQN FOR ERIES 0 REAR HANDLE TO FACUIATE =?I% MICAL ELIEVATIQN-MR... JES 1000 TO PC WALLED FROM __ I INSTALLED E-Z HANG STO tmvwFL m =Em IF INTENDED TO BE FROM F_ F�A_N )SYSTEM 4SOX OF I -ME OF STRUCTURI!_ SOME 513r - I' -JT-, MIn, GAP 1/4- GAP GAP v4. NA. GAP -I 1Z /7 7*K 7 z 'IS T-, 0 w/ OR vo @ . 0 v SECTION A --A SECTION B-8 $Mt 3YW - V NOTES SOME W - r E (9� SYSTEM CONSISTING OF PANEL + NOTES ;1 =7MIMANELMAIE PLUS OR IS- LOW &AT (1), GEENMN OF SERMLJWD� E - 2 K" STORM PANEL SYSTEM CONSISTING Of PANEL + BOTTOM W/ PANEU44TES. C.nt. TRACKS TOP A BOTTOM, (2). END PANELS SHALL ALWAYS BE CONNECTED TO EIXI ILL WALL, BY MEANS OF V . . (2). (rS=LBSE SHALL ALWAYS K CONNECTM TO BOTTOM TRACK OTHERWISE A STOP BAR PANEIAMTES OR, IF USED 'V TRACK AT BOTFQW, END PANELS SHALL BE PON TED TO i" ;V % 7/T MOVA)ED AT TOP OF SOCR PANELS. WIND NUT & AS OR I_ ED Q P Ir GO N S C ST F DESCRIBED ON TE (3) 64 E FALL ONSI 0 4r ,"%D ,3 WINZ MIS I OR I/ 14. W.. THUMBSCREW 3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15- LONG Apa OMt L TIOC CRS I AT EITHER OF TWO UT IWaD 4��n T r- BAR DMWR FLAT FLANGES OF END PANEL SHAI! AT TOP .1 1ANj :4) (4). IN CASE THAT END PANELS ARE N A STOP BAR R IS ONLY Iwo r S CONNECTED U' IONLS Uj% A '1 11 01 DOWDIZ8.02111011 TRACK 1% BOTTOM TRACK U77Z Us CS 'm Fr S 0. . (3) ABOVE IN SUCH CAM CONNECTION OF PAWLS MAY 'to BOTTOM TRACK OCCUR AT ANY PANEL LOCATION. IMAY (5). SEE SECTION 1, 3 & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. M�n EGGE NOT n 01JI11111411% BE T N. Tit ELF I- �N N FLORIDA BUILDING CODE fth Velocity mu Gone zone) 4167 Can ftivco� Wm Fy� No. 20 GAGE GALVAKIED STEEL STORM PANEL ONION &tI 07/n/mae STAT OF GLOBAL PROTECTION PRODUCTS, LLC. DMW- FL =11 ZO-17 L INSIALLATION 11MLS FOR SERIES 2000 AND 1000 E-Z D PANELI)INTO POURED CONCRETE OR CONCRETE HANG ST --ORM BLOCK 00"Otm mxmm Ou 50mu 4 omm mood 4 saww "=a Mar 2it �477` 6 Fmw Whom --- mvm COIRM PW fu ) FOR W. - SEPARA00" To aLwL V 25 FOR w� - $EPAPATM sm scHm" W-37 1 _11=4101 SOHEDRAE AI, TO GLIAS, EVERY OVERLW TO GLASL Dow 3 =WD T '00,0I 004mm MMM/V 3 3 pom ce X ED ED _j 624 , Q_�.__.A i 2ma tq) , am sw 0) WIN M,T * Ir ct, WALL AND DIMT MOUNTING INST, Mimi 25) WALL MMMNG INST, SECTION 1 SCALE 3/8.1- 0 FLOOR T.Q CEILING 0- MOUtMNG INST. BUILD-QU MQUINTINIG INST, WILD014 -iL smommm" *wmvwm I'Dw or wa - t or (b m OF 'a M-i Mik IV 4 E. 8 NO. 44167 0 TOP Z c -a. S OF FLORIDA BUILDING CODE (Nigh Velocity Hu cons Zon*)l z VP Z a2m imm. m 20 CAGE GALVANIZED STEEL STOW PANEL DETAIL I SCALL, VIEW ED. tw om�" (srE sm+w�c 23) QDBAL PROTECTION PRODUCTS, LLC. oATL. 11LIECO. KID. Im &W. 5 SWEET IIIAIL R. =14 ma. (W)MIS -7MIL, PX (154*�AM 20-176 P.E. ItAL/IGNATURE/DATIL m 1 mw WALTER Air, 011 Itz FT new " or 311 Cn (D (D -*--a U) > 0 L (D CIO 0 L_ n 0 a.) U) m =3 w z CL SHEET NO. SH 1.2, - � . I - - . - I I . . I . 1 11�rl",Wm�iiiiiiiiiiilmwl.----.- --- m"T.Y4 mil, 11111-W-A W.i.hj:��A;i I1.];W1X;;1*�m1,l.'1.y*i".' Intl *1 [61,111111 �:I! *-*'III "B:mm �i AJA I 1, 1,W(TTKAWl"i - .. .4, ( "I fqMBmk�lv.�"Amrml . k4i.I.-Ji.miz,", .,.4 - __ MAX&MAS111 09N0 - A, I _._, =_ I I App,um TO INIP "IM. ,.�,S�= 70 CIM .66AIV -75.$ 10' Oft LESS 2 9116' I 8OLTED . I I 1'. 2% x . I _W, - 2V . .04.0. -75,3 ?a- OR Lvs$ i 2 7/8' I - - I " * "W d W Lojff�� 9W J�S.S. MIS, & WINGAILIT AT OVERIAP & 4OX OF PANEL LENGTH PANEL """"""""i El�.Yillllllw-v-q.m.]*�1,01,�'n�:1 , i ,�141,"7�lil'�W(!T"lr,�l-N-1-1:�:i*.I;Z-,Zl,ll,l�n'.TY.4l,ill,W.I'I.i:i,.,,-�� I jt-W.;N.q!AW1- - -1:111-111RI M6&i-v-q!m-f; mmormir, 1-900--mm =7 , SIGH joli'M" __ __ _ AMISAIN ANCHORS SPACING FOR E. O. - 3 1/2* - APPLICABLE M SEC"C"s IT 4 AW C(OWINIANION OF IHEM MAXIMUM PANEL L04M V D') PRESSURE RATING (P-0 TAPOONS I CAUK-Im I PANJUMATE FINKE 10 PANELMATE FILM � M CONCRETE To CONCRETE 110 CONCRETE , To mm 70 CONCRETE m CONCINUE TO CONCRETE 00404M 110 MI.E. 12' - NIA , 12' N/A I I-* - ./. I 2' N/A I I- & f (TOP) it" ,.* - 1w '. 1 S. 4. 5' 4' §4= ), 12" 1. 12' 51 1. 61 1. 1. I st�41101mm).. H/A N/A N/A N/A N/A R/A 12 1/2" Ill ir (BOTTOM) +66,0, -75-3 7" NIA a i/2. N/A 4 1/2' HIA 4 1/2- N/A " (TOP) 7w OR LESS 1 2' NIA 9 1/2' MIA 9 1/2" NIA 3' MTTOM) _ p2EN/A NIT-+ 12. H/A 12" � N/A ___ 12- - N/A lV (TOP) l'2 . 1. I Ir I 9 1/2' 1 12- ii* Ir I IT* C ($Mom) I I * LIMITED To 66.0 P.0 A.S.D. DESIGN PRIESSLARE RATING. A SEE SIM 26 FOR ANCHORS TYPE A SPACING FOR INSTALLATIONS KM WEED FRAME OUILDIML ~W ANCHOR SPAGRAN AND =4= CSIANGEE ARE 00CAM ON THIS SCHEDULE, FOR CO. LESS YWAk SCHEDULE REDUCE M"C" PACING BY MIATIPLYAG SPACING SHOWN ON scim" V, THE FOLLOWING FACTORS, FOR DO OPERAEON 10 K PO"KL RECOM SPACING Offr*wm LIS" F91" SHALL NOT BE LESS 7HAN MININIUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEWIS. ANCHOR 10, 1/41. 1 1/4'. 1/11. I , I/,1. TMCIN ANICIAM I mu to - - . ;W__ mm� so" ow B.. ..) 3 3 21/2 - TwomPARIAI I #0 """, rc;" 06.k Do 3 ±t 3 3 a I 3 3 mi , vi, 4 - Nixft fix 99K mmm I, . _ I Ilt2' 1 -16 1 2 Iyr ` - =41�__4__,_-__+i�_i�,". .F. - - _______i:_ I , 3 11r, + RIEQURES M INSTANCE BETWEEN BOTTOM OF PANEL &NO (D TO BE, 1/2' 94I.- J_A� , r . ++ REQUIRES M.. DISTANCE BETWEEN BOTTOM OF PANEL i 1 3 AND W TO BE: 3/Ir W; /To- COMMEMNIS FOR REOULII6.R. LIEE MfErf ISE E-Z HANQ . I SMEMS (SCALE 1/2-l-) I � __15.125" (TOTAL WVInO-------------7 JAW (EFFIECTNE WIDTH)-- I I V_ I 25w -2-187" ,Igr .750'- T/4"-;O.1/4�__ STUD WilETED I _111io , , ! I , I �Zrl ,�� , 250 1 , , , , j" '_'-G 1/4' (TYP,)- I t 1__;4L � I I ,.:i� A W_ . AW .12S� t AN" 0 6 1/4' _�,3 a--.., Ijk /�\ i _Jow 0. r I / ii.500- � r, � v.-It"a-) I I I -_--t-,� I I ) , � , 1 1 1 , �_ - f- . I I ,,�, ! I f- 0.024' MIN. TACK ib - `6 Is I �,%. I I EDGE N GALVANIZED SIM ASTM A653 , i 1 .2 . I M4'- . . I 1 ". 1.67 1. - L I S* I saw I L E==11 I ! GRAM 00 V~ , ,= , , ' � ' 1 2.1,25" : I __ , G�so DAILY. 4V --I-- _____ - _______ (a) Rid PANEL EGG � I I I ____ L-A-_ DETAIL A I - `i'--.) 11 --, I __ PANELS SHALL BE INSTAL,to ALWAYS 1==___� , -______j FRW LEFT TO ROW W1 TIr LED AT END 0.7 LEFT SIDE OF PANEL E (�) -F' TRACK (�) ANGLE MW STUD A,- PANELS END LIP ,___,� 141 v �., -, 1___,� 4 , >__1 .+(),a$, - ,_�40 - I ; I 113" 1,27w aw - ...... m' TOP EDGE � OF P �DL _" 147!r C owl __ - F 1 I I,- ,' I i 0.02C (W.,) GALVANIZED SIM I I � *^ L / I/ �, F _j !I .= - � ,,,,,,,!I "E"M� - I , � , "AG'. ,Z ., 1 � � , L! tf±H25 f ,--,I'- "Snxv It a.375.4 .- L__1 h r---Z-59,�_ I- - I I`— 2.250`--� ,�� ISOMETRIC MIN DETAIL A �_ � ENO� _ aw I.. L._ _,� ""., i -, I Lm- . �, O 1��o 11 R "', V .1? ROUNDED CORNIER 9 - - � i � END UP W/ HENAMED EDGE t - W, Vm, � 11 � �� L.- A257 i i I 37r-----j I I (N.T4) 'SW - I I". BOTTOM DATA& c ; i i 3.7w, I I 25W f- I - o67"__� I '750. I (Typ.) 1 (�) KU HM WAS HER 31015-H 154 AWN!, ALLOY I Or PAW_ (�) ICEX HOLE AT PANEL -1 V-- - I- o7:e 1 j __! MR I i '' 2,16. A I � _.J,75w �- �s r .sa SIM 6 AvDISHOWN, ; LIMITATIONS IF SLEEVE WIDTH IS I i'. � . � I I L � I � - -091 ,-.I I . 1 n 1 250 1 ,371' (�) SLEEVE 2 1 11 ; I I- MAX. LEINGIN i I - _125^ I- ITYPI) ..."r-1 F_ I ONLY VAUD FOR INSIALLABONS WIG i t WOW STRUCTURES I i 4 L-Isy ----2"W,_1 -W ! i f -2�00w- 2 - 0 . 00' t'lls .. �_�__111 OBC L -U- 1W 2.060" - TYP �_:� i R. 0ma, � 75w * 3.7 1 Sw � � I 1 (�) REV. HEADIER (�) 14EADIER i I 1-----1* �f IONIC, 10 5" M � I-- ==::�j L (R SLEEVE 1" MAYL LENGTH * @ ANGLE - -2,000"- (B "J" TUCK @ PANIEL HANGER ,374" "I ---3oOw---,= W61-76 AUOY �18�41 , - i 1`400 " 0,011INN"" " -� "'1_40, ,"'_p��J!��,-\ ..... 0 I X WIDE) - i��_ __1 'Sil. "IS6. , I � 1 ___ . f - . __j 216, MI � § ,.�� . I __ kp - =�� ;t, 11 - . .2- Z.CII� i - AN 0 '123- 0 I/ (USE ONLY FOR E-Z HANG STORM PMEL tv ..-, , N)�lna "" ..'. .r SYSTEM) 6063-Tr, AWM. AIM . i � x , - . No. 44167 %. z. FLORIDA BUILDING CODE (Mon High Velocity HU Cone zons)l ___ Z : � W, .. �`Arx F.P. 'Ar ; t f 11 . j� �, r-MIN. .oss, - , . I .. . VYP.) . pi; 11 '%. - TIT 1 -O`V STATE OF :` I . I - WOOD W. , E 24 GAGE GALVANZED , STEEL STORM PANEL DOM IN., SEE L25w ARIL - L ,204* ,�e,. IS, 0. -4 � � , .0. S � . *,,, . \4 �MTA�.l 1 ,eil�� 9� �, GLOBAL PROTECTION Am --T.-.r r.: ' PRODUCTS, LLC- ., &*Is Salon om 11. =14 @ BUILU-M -F- (R BUR n-OUT *F" TRACK (@ & (PO WASHERED W11IMUT , / ... "'we , W I =_ V. I � - .. - I P"CAR, ("061010-1546, - CA-00"719 ONWIXEN _M, 20-175 rm 010004 fl� - 1 - ! MNK ANGLE (ZAW 3 ALLOY) P4 sm/sh"OURE/wE . __ n 1 am . - W=z 0.1 I I I iw i OHM 2 Or Is = ... INSTALLATION DEJAILS FOS SERIES 20QQ & 1000 E-Z HANG STORM PANEL n1 INTO EXISINQ WOOD STRUCTURES - I � 4r,`I-' I 1/4-0 LAG SCREWS 0 e Oc� W/ - t ; - , I 1/�2;r THREAGED PDOURARON i - _= ro. WOCO 4z_LL_!�,. , 0 _ I ': 70 IE " WOOD HEADER, 1, ;7 114 # LAO SCROWS' W "I W/ \ REQUIRED I CREWS 0 w *1C1 W/ IA - 01, THREADVED METRAPON � 1� FLAT OR ON EDGE I111�_1vIHRGADED PEREITATION / To O.STM WOOD - i - HEADER, - - - - . -><I- j�i , " y I\ I / , I j ---(D. f,4.1* SAL& \ \ I j TO USING Wow HEADER' 11 , . - - - @ , . - 4 "�& , C_ ' ' _ - . �2: W940 ' ' 1" / \ " y --- @C.A, f'-w&M-s� , I., I y I . .1 6 C-1 �3ZJW 1 i . - - - 0 1 0"1,2 , " . 11 >, , I _� . 11 1� r4r, 1, 11 I . `� 11 / I Ill"l, SM-11 , , , e, \ V/ \ ' � '44". LAI; sm" 0 51 ox. W/ I 0 0 FA END / \ T � la�;ft,4'TILM \ I ... I/or AN. -THREADED PIRIETIMINN � OF (D \ I _f I r PING Wow HEADER. � \ . - , , � p 1j, t /�� i MNO NuTi-En, - � / 'NOTE VIA �j� / - [� . I OF Easy " � _ .,.� / , I E MR, 1/24 & 1_1 I _M 1 3/16' ffi- POP RAST 4 C� fl4,1' SAIVS_ I / - tA 1�� 4, WAIWIDTH OF EvERY 0 0 M END OF ID , _jI i I (Typ.) / / '141 1 I I I 1 4 � 7 cko'"t I .1 I 1 - - - r- - . (SEE MAIL 1/2- & 5z�� 'I 10 I ... 1; ____0 - W-r- - I I i I I . 11 I N= IA BELOW) woo I ER REQUIRED HEAD 0 - t 4 - 2 0161 ANIL . - SIPARATIGN - �4*1 M. � 1 � -2w/., - r I - i . _F I I + ..j;�_ , 7 ... 1 2=��_ �-- 4 TO CLAS& I WIND . I - L .p �,� TO GLA__ RG .. , . j 12r, . I 1 2 ?,%' � EVENT OVERLAP a - ... k 9 - I- - 1. _SvmATXS`_ I . EVERY OVERLAP � I - _ ____1 0- 1 YAW-20T, - To GLASS� T'14`#20.v�, I" I 11-1 i I 4 , , it SCREW .( i 4 -,I it-- I k-N." v ": I __�Ijg] __ -.1- . 1 -2j'" - M dl ,.:�."�_ 9 11 EVERY OVORIVAP I (f I 1. I I -t- I -t- - � gQ ; i ; 11 I 4 t - I I 11 �j I R I.' �, j i !I - - C 0 I ! I � - i , i I 0 1 ! i 4N ;, 1 �f _7 1 >'�', =A__ --i.-L, , I _�j ji, I�V I IN ;1 i - il ti- I", �� I I . IE " 3 C.,I, ,� � -I .�� I I i - �.-,-�,%/4�.-M IT-.. I " 1, -><f 1� i ic� I , -_�,_� " I j I! .�� 4 f Ell . 11 I I I ", --\ I �, l4i. I - 44 1 11 i I _m - ,,, , -1 -W� I a 1 I I I " � ' I'; - I 11 1 4*v PANEUVATE FEMALE AD 1 / ,;��- , -- � 11 - 4 - � , ---I �, , 11, 16 " � I a -,--,, E 7 I". tv W" - i 10 I 7114111.LI.IAIE ' X IN r , �,14'tL,204/4' M.S, ll , Mir.'E'NDTL IA Sam) I _ WED f t 1, PENCTISTIONO 12 11r Cc� L / OR *0-��4, \ t- - SCREWS 0 S' (2 ,- LI - 1 S, sL /� � I. A, M=I 1, a, ? I 1 I I / i N" - LIG.J.'k REQUIRED . - WE I A SELOW) ` I q.-A,-.TNN-E6 4 PLATE AT SIVINIS 2000 OF ED" / / L " %_ I % I 'I'D P.ILMIAM mus'li. . '/"*-!'V , ' `��"/ " "'U"'" , V� ,� � � � ' - 'A --) '_ -W I'll I ,_ PSN'T"A"N 0 ' " ';'Nia' , o" SERV two 11 ,A� LAO S 11 L I . 0 � 1 \ *&ffm I I - W., ICHRMEOMO ,4=. - 1/4 11 j�'� - . _' . � �� IV ,\L-2 - N - :1.1% le:;��;�ZPFMDED NEW , I � ,0T1,G F pm ALTERNATIVE 2"W / I SIM LATE INSTA"AMON �W OR ON EDGE SCALE 1/4�` � Ilk !08, 1,7 - Wit;L420111FIAT FIAT OR ON EDGE / 1 ALTERNATIVE I "N - I , N _I TI 11 � 1`1 SQ-19 114-- 1 \ �, I EL UNTING JM�Iw X=- I i ' t� I - INSTALIATIONIS ARE ONLY VAUD FOR SURMINGS WITH A&D. DESIGN LOAM - I I&I"m , UP TO +66M. -75,3 p.f AND PANWS L04TH UP TO S1_1w s E 5 "W0101.0" -A.-.,..-- ,.,,.� SCALE I/4'.1" I .- � 1 - -1 ,%it li� A'. Tit -W I 2, FOR NEW WOOD FRAME CONMUCTM WOOD MEMBERS TO BE SOUTHERN 2 �i, L-N ��21, SCALE Ile -I, * , ly . - PIKE No. 2, Wl SPECIFIC DENSITY OF OM OR EQUAL I � - 4, li�, -11 - , I *** ��,�S, , M � \3�DEN&e,-.:q " 1 " 11 I , �, 1. FLORIDA BUILDING CODE (High'Veloolly Hu one Zone) sm I I ,, , No. 4 � . . f 1, � *2020TILTICO, Pic rR. ;L U§.*F §CIAl- TOP AS = . = 20 GAGE GALVANIZED STEEL STORM PANEL ; OR _&AT 14 - - . - ON ** . * E DRAN" m I I =%CI",, - -TA - � I z ,I , , - OFC , ' \ GLOBAL PROTECT[ 0I/m/"_ LLC. .. . ON PRODUCTS, DATE. - - . � 1� 01 � SS I, ST�r ICZ 0 lov. / 11LIECO.. F- . ., � , / �V . , 41500 S... 51 sum " , SUM= I . - C. " ' A ,.. ot�_A:� "' -N,, 20-176 . ill " , 'e� � , -��,Y/" , TOP & WITOM MOVINTINGS CAN at COMWAM IN AW M 10CAM iIN . Q:-:-,'V -,9==XrA FAX,' OIS4)M 11,11, N _ , . .p_ - 1. I CIA __1 ,�$WAY 'to I I I SW ANY WALLATION, SCALE- 1/4' - I* ORAMHO".1 IN -.! - WN NOVE : SHUTTER "A"S NOT SHOWN FOR C- I- � pt ." - I lg�� 'A A1.4; �.� I � 11 .. I - I I __. SAW I I a � I I I NXIIE-Ts-3177,177.1 MINK-jAmu,"Im 111111M.M.11C.-,ffirm.". m. " MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) a k4WAWM XILD DE54N PRESSURE RATING (P .0 I+ . -) CONCRETE & Wow INSTALLATIONS t I+ I, F2.-O- 12--w ____�D no 4LVO, rr-s, J0,17 _W�_r_ tw-9. ,me --T o7--re _ -707-e- 404 Io,-I, #*�" - 9�6- lt�#- ___�o Sao 91-11 81-4, $SLo s'-r 8�w - 604 01-31 � 7`_r fto 0,-Q, i:�;;_ �o 7'-s' r-O, ____2 no 71-51 6�10' 80.0 7--2- _,!�-7- r-o- 1-1. ____s-_o Sao 6'-e 05,45 - 6,-#, ___!!-r 61 _w 10010 SI-111 Jolo Itolo I 15LO . IMS wffm DAM 12D � Ill � jQ A DR D.M.�(j).O, plum MOUNTED AT EKHJ.w - MAXIMUM PANEL LENGTH 8, or 4 -L+- OR -L-- (ft.) 0 mwmt* AVS& DESIGN (P-) I+ - -) CONCRETE & WOOD INST&IATMONS t L+ I- 20.0 f4*-4* � Ij,--w 2610 12'-10' 11�7' ___ iZ "Jiia- I 0- 10*-7' 1 mo Io'-Ial 40a 91-6* _!:__9_1 #1-2* 44-ko *V-I' d'-7' - Sao 01-71 f'-2* uo #'-5' �1_1. 66.0 � ,1�14 1-1. 05.0 7'-#' _ 7�2' 70.0 r-S. I 6--ty. 1 750 7'-2- i 6`$' 1 - 80.0 7,-Ol 1 Ir-s' 85.0 7-5-_ 61-3, Nov - Ir-1. r-I, $5.0 61-7* S'Po' 100.0 'I.,. S�r - IG&O 6,-J* 3,-4" , - s'-I' [::: :", i - 4�fw --"0'- at 1---=.--�� MINIMUM SEPARAIM TO MASS SCHEDULE MAXIMUM PANEL LEASOGH WIND SPEED 4 170 -p.h WIND SPEED > 170 .P.h 0m) UNRESTRAINED I RESIMMED UNIRESIUMED I RESTRAINED 01 �T !* I' S' I 6 1/4" _�! >�1,3 10 90 1 . 1. 7 1/2- 7 1/2- >00 70 LAS, I. 1. 7 1/2- i 1, L121 >to TO IW . � I. 1. I - 1! .... __. . -.--. /.-% - � ^.-. 11-H-1 � �u ____ TOP WTVTOM�� DMT MOUNT .h. HEADER I .U. HEADER I.wXI 51 sm ANGLE 'F' .. AW "' JW TZ I - On= RULD-o"T , "r .= - DIRECT MOW 46' 32. �'. 1. 55- j W __ 50 -04 1,5-XI.5- STUD "a '. 1. z:r 42- 1 3e .m. S 'r TRACK 56, 1. 1. 4'. 67- 1 W 60' - I IN SIDE CUOSEIRES; Sw 1. 1. W I M- se I - 9�,",&%L&m* W __ I. 32' 1 3e I 60' 1 rA- Se - ________________ 1 2/4 11/4� 3/4, 4/5, 5/5 & 6/5 IW/6, 2W/6, 3W/7 & 0/7 _3: WX ANCHORS IBEE SCHEDULE ON a: mm __ SHEETS9.10401) ____ - I MIN, 0 -7 --c; :::�T1 m"L 11 7�,/-T--r-i--r-r--r--i--r-r--r-T-4 I JI]IIJ - :11 'ED PANELS ___" ... BOLT W7 (� . EA, SECTIONS AS APPLICA" I I I __ J_u___u_1 9 I - - D.M_(�). (j), . . L.-I 'd Z I - I -�- -�H-J-jk:jioL- -.4-LL - . ; IL -.I �� .�� -I, 0 - _�] L. - � 36 L� @ or C,61)�_ �1_s.. 7;� ___��3- MAX I' MIN. I i 2/4 1/4. 3/4, 4/5. 5/5 & 6/5'""N' i + L1011W/6. 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 All)--` M ELEVATION 2160- NLT�S� i GAP (AWL Claw -1 WHOLE vxxv) I -A .�l,VI i I ,--,V-\ - /-\ I I � - \ /,"�\ 70-"' ;��; � I /4 :�� \--/ MAIL �� ,-T �, I �-/ L .1 SECTION A -A 1 ",_,� N�Ta WFM G(l) L+� �r IVEN POSITIVE ESIGN LOW ,to:rDUE To FOR A G &&a 0 . - LE S.11. DESIGN LOAD, _ IRANE�ANSI. LDMXV L FOR A GIVEN NEGATNE Al 1 (2) PADICED41RE TO ODOMK MAXAAUM PANEL 1.040ft I � FOR MW� 70 TIT 1 : , .. : �$.., - ;**, � a ,-,, �06;,.. " I -44167 : z * : ! TATE oji� . * :; .4 - OR10 /, , k ... �,� � . � ,� .I. - i;�C� - ,��6 too -ipffl-�4---,- - Com DLTM ING, 24 GAGE GALVANIZED STEEL STORM PANEL F.P, GRAIN 8'� I 1 / 11LIECOm L GLOBAL PROTECTION PRODUCTS, LLC. ANN SAI. 51 smw )= =t. m4w; ("4 m-� lm)m�m 07/27/3420, I - 0-0. T""T TS'"W" * 0=016K . .1. - - M;4_'YM- AH CA-0000719 = IN, ZJ", 20-175 ORAMING mt, - -- M-1 - 1 I I - - F I ! I I I swn 3 or Is GENM& tIMS smm PRO Sk (C) M-ULIUSQ-WQQLlmn-ZEEzaL-4R&MM-Z---Q,55-AMLI �m��A.015__.ITOEMALUATON DOCUMENT (PZO�) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/*-# TAPCOAV ANCHORS. AS MANUFACTURED BY J,LW� SNALDEX, INC, WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANOVINAM FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIMI-DADE / SROWARD COUNITES), - 11VO LAO SCREWS PER N.D�S. DEWN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENYONED CODE. FOR A BASIC *No - 7/16'0 . 0/8* WOOD BUSHING, AS DISTRIBUTED BY AU POINT SCREW, SOLT & SPECIALTY COF SPUD AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL Will BE INSTALLED. AND FOR A DiFtECTIONALITY FACTIM KO-0-ft USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A-S,D.) DESIGN PRESSURE RATINGS IN04CATFD ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAKON ANCHORS SHALL BE 1 1/2- AND 2- FOR E= PANELMATE PLUS 3, 9 THRU 12 & 17, 18. AND PMELMA1,E FEMALE 10. VERIRY THE A30VE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN PRESSURE WHO BY MULTIPLYING THEM BY ITS IN ORDER TO COMPARE THESE W/ MAX� (A,S.Dj C�2) MINIMUM THREA= PENETRATION OF LAO SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED DMIGN PROSSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 a 17. 18. PCNETRATTGN INTO STUCCO SHALL BE CON$IOERto AS PART OF THE REQUIRED THREADED PENETRATION. W ORDER TO VERIFY THAT ANCHORS ON THIS PX�O, AS TESTED WERE NOT OYER STRESSED, A 33% INCREASE 04 ALLOWABLE SIR= FOR WIND LOADS INA'S = USED IN THEIR ANALYSIS. FASTENCRIS SPAC114Q 'to WOOD 14AS BEEN DErEPANED IN C�3) MINIMUM EDGE DISTANCE OF LAO SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DMWM ACCORDANCE WITH N.QS. 20M STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESSSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 160.1.2 OF C,4) MINIMUM PEIIETRATION OF WOOD BUSHING SHALL BE 5/8', 1/4' 20 SCREWS USED SHALL BE I 1/2' LEND MtMMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 00814al-Ol A140 #0219;02-09, AS SHOULD STUCCID EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. PER SM 12-09 & ASTM E 330-02 STMOMIDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT jim:ioi-w AS PER TAS-ZDI AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE CIS) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANEL% STUCCO OR WOW BOARDS BE FOUND ON THE DMMC WAL1,, ANCHORS $HALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANVOLS. FLORIDA BUILDING CCOF_ ANCHORAGE SHALL BE AS MENTIONED IN CA), C�2) A, C.4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER, (UNLESS OTHOEOMSE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFWATIONS OF THE ANCHOR'S MANUFACTURER, ,1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-4414 ALLOY, OL PANELS MAY ALSO BE tNSTX= HORIZONTALLY FOLLOWING iNSTALIATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 k ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEP- ASTM A-653 GRACE 80 MINIMUM, 0-150 GALVANIZED THROUGH S) EXCEPT THAT HEACERSO & 0 SHOJ L HOT BE USED� SIM DIESIGNATION W/FY- 92.2 ktl (MIER ROLLED). 9- IT SHALL BE THE RESPONSIBILITY` OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STIRLICTURE WHERE SHUTTER IS TO 13E 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 3i$ kSI SERIES OR CORROSION RESISTANT COATIED CARBON STEEL AS PER DIN ATTACKED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINm Wale W1 50 "I YELD STRENGTH AND 90 imi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BURDING CODE SECTION 2411.2L&C 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90 AS PER !=4NS 1. 2. *, 5, 0 AND ALTERNATIVES IW, 3W & 4W ON SHEETS 4, 5, 6 & 7 JEESPMITOELY�, SHALL HAVE A IFILE AND Y VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO L;6 6, BOLTS TO BE ASTIM A-307 GALVANIZED STETEL� OR AISI 30* SERIES STAINLESS MEL, WITH 36 W MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICASIX REINFORCEMENT DIVIRING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: it, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULX ALL SHUTTER COMPONENT EDGES WHICH REALAIN IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT WIND/NAIN INTRUSION (A) 10-UWNG POURED CONCRETE: - 1/4"s TAPOON ANCHORS AS MANUFAGIURED BY 1,T,W. BUILDEX, INC, (Mi.. F-3192 P-J�) 12� STORIA PANEL INSTALLATION SHALL COWLY NTH SPECS INDICATED IN THIS DRAWINO PLUS ANY BUILDING AND ZONING REGULATIONS _ 1/4' 0 x 7/a' CALX--IN ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED By THE 4UNIfSOtC7ION WHERE PERMIT IS APPLIED TO, - 1/4- 0 f� 3/4' SOL'a-SEr ANCHORS, As DISTRIBUTED BY ALL PONT SCREW, SOCT & SPECIALTY CO. �Mfi,, _110013 P.cl.) 13, (a) THIS PRODUCT MU41SON DOCUMENT (P�E.Dj PREPAM BY THIS ENGINEER IS GENERIC AND DOES i= PROVIDE INFORMATION - 014-10 PANELMATE FEMALE to & PANELMATE PLUS ANCHOR% AS MANUFACTURED BY ELCO CONSTRUCTION PRCOuCTS. FOR A SITE SPECIFIC PROJECTI, Lv� WHERE THE SIM CONDITIONS DEVIATE FROM THE P.E.O, - 4/4"O ZMAC NAILIN ANCHORS. AS MANUFACTIJISED BY DEWALT, M (I,) CONTRACTORTO BE RESPONSIBLE FOR THE SELECTION, PUR04ASE AND 4WALLATION INCLUDING LIVE SWE7Y OF THIS PRODUCT ki) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 .'5/4': 2" FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOVIONS DETAILED ON THIS DOCUMENT- CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY- 1 3/4' FOR ZAWAC NAILIN ANCHORS. (.) THIS PRODUCIT EVALL14TION DOCUMENT WILL BE CONSIDERED WAUD IF MOIXFED. A-21 CALK-W & SOLID-SEr ANCHORS SHALL BE EMBEDDED, 7/6- INTO THE POURED 00HORM NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4' 0-20 SCREIRS USED SHALL K 1 1/2- LONG MINIMUM SHOULD STU= MST, (4) WE SPWM PROJECTS SHALL 13E PREPARED BY A FLORIDA, REGISTERSO fNM%M OR ARCHITECT WHICH WILL BECOME THE AND I - MINIMUM FOR WALLS WITH NO STITICCO, AND MAY BE HEADED SCREWS OR ALL 1 FIRMED SCREWS W/O HEAD, ENCINEER OF RECORD (E.OJQ FOR THE PAQUECT ANO WHO WILL &E FOR THE .11%NS40LE " Wmi WINIC Num FMOPO� USE OF THE P,E,D. ENGINEER OF RECORD, ACTING AS A ENGINIEER TO INC P.E.D. ENIGINIEEK SHALL SUBMIT TO THIS LATTER THE SIM SPECIFIC DRAWP49 I" FMMEW� k3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD Pwos BE FOUND ON THE EXISTING WALL OR FLOOR, ANCH(M SHALL BE LONG ENDOW TO REACH THE MAIN STRUCTURE BEHIND SUCH PANMS. (a) THIS P,F Q� SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT. W M_Q%Iagl-CM&BfXL-$LWA-VffiLL-A,aK-;=tQ- 14, SHUTTER MANUFACtUPERS LABEL SHALL BE LOCATED ON A REAULY VISIBLE LOCATION AT STORM - 1/4:* 0 TAPCON ANCHORS AS MANUFACtUMO EFY 1. L W BUILDEX, INC. PANEL SHVFEIR IN AMMD94CE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENINI�. LABELING TO COMPLY WITH SECTION 1709,9.3 OF THE - 1/4' 0 x 7/a" CALK -IN ANCHORS, AS MANUFACTURE) BY DEWALT, INC. FLORIDA BUILDING COCE. - i/00 X 3/4- SOU11-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, SOIT & SPECIALTY CO. - #1�10 PANELMATE FEMALE to AND PANEIMATE PLUS ANCHORS, AS MANUFACTURED BY VLCO CONSTRUGTION !,V INN4 M - 0 ZAMAC W" ANC14CRS, AS MANUFACTURED BY DEWAL1, INC. V 1/4 1 ,g �� :_ IF - - *C - 5� 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELVATES AND ZAMAC NAUN ANCHOR. INTO THE A*e - I \�_xc .. ... FLORIDA BUILDING CODE High Velocity Hu can& Zone)l . (Man . . BLOCK UNIT SHALL BE 7 1/4-m ,A� .1 . � z ` W,44 67 ".. I A= TATTOO, w- rA. SL2) GAIX-114 & SOUD-SEr ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE SLOICK UNIL No m i 24 GAGE GALVANIZED STEEL STORM PANEL OnAIN ar, 2t, STUCCO SHALL BE PERMITTED, IIV 0-20 SCREWS USED SHALL BE I t/2- LONG MINIMUM SHOULIvo * <Im�� a/V/xw AND I" MINIMUM FOR WALLS WITH NO STUCCO. � __,�_'_ IL EC01*C1 %':$', STATE F * - 7� GLOBAL PROTECTION PRODUCTS, LLC. - I _- - - I * 74Z0_fZ) TILLY Ul= �. 51*1 5 STREET H.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO Olt WOOD $OARDS SOLE FOU %-,eom .., W1_/ _= m�psm-%= O"L =1. 20-175 LONG ENDUGH r R.Ow- (Iel)mv-r�% tAx, Stu]60-sm EXISTING WALI. ANCHORS SKALL BE TO REACH THE MAIN STRUCTURE BEHIND _H PZV�&!., *.1.1 " - PW __1 - ommomI; .: ANCHORAGE SHALL BE AS MENTIONED IN ELI) AND IN BZ). - __ eA*xPiVT1. -.1 - I - I 111owl;I11111"IF-1111, ex %A�Wmnw,,Gote Tug t-Ji" . SI4:11! I W Is - _ US I I I . . . I I I I I I INSTALLAIJON QEIAILS FOR REGULAR PANEL INT-Q PQUREQ CONCREJE OR QQNQREJE BLQCK STRUCTURE5 POURED CONCRVM --y-W-111-NG POURED CONCRETE . I OR CONCRETE BLOCK REQUIRED. C ONCR ETE MOCK ' I REQUIRED, / 10 '� CONCRETE ANCHORS (SEE SCHEDULE ON- SHEETS 0 THROUGH lot A r4 (SEE 9 LE ON- SHEETS THNCVU(;H 10) 7 F-4) t/l/2* EXISTING POURED CONCRETE OFt I I __ 1 CCINCRETE ema, /4'#VVAR,I` ,DLES __T 1 FIEGUIRIED. I / /2* I ,/,. 1/4' 4 I I � � 4 Ifir Ox. I I MAX ____l / �iM i CONCRETE ANCHORS E-D,� . I , I � it I i I E , I � � I SHUTS V THROUGH I i ! 1, I I ; i i t �� I I I I I I i I I i _. (-vil : i _:_� i 1 --(�) I I I � I I 11 � . i I - ---------- V_ ... I- - � � � i I . � � . 9 � i � I "D I ! I I SEPARATK)k I ____ T � /), / SEPARATION VA. - . R=a A i = ,-I I i , I li, EX ��IlSEFOELE M OLAS ON I I --i PANEL E' � pa SesCoULE 0 - a I .L. I W. Ii, ARATION .1. X, I i � ON SHEET 3) 0 I PANEL LFAGTH __I TO PANEL LENGTH = - I --A ___ ____ � CONCRETE ANCHORIk ��_-�_ �V== __ i ! II___ - __ _. __ f___ _74t= __ (SEE (SEE I (SEE WHOULE SWEDULE ON (SEE SCHEDULE ON 9 THROUGH I SHEETS 4 I i � i __,�) ON SHEET 3) ff i ON SH j Err 3) 1 - __ - I 569 i OF *C � ; MAX, � EXIM rl; i 01 MASS 9 � � I � . =Hq : I I I �D� 4 I I 1 414I.-200* ! . 1 �; I 051 1 I F 1: "�11_ 1 I I I i _.T V � ,4 Mai* 0 1?4* G. i I � i I 1 I I 1 1 I i E.L Im I � I I LL ' I ; U, i I ( i 1 2* ! I ____J I I EXISTING Foungul _(� 1 I � ; I � � I 5 ; _+__ i I CONCRETE OR 0 12 1/2- ac, I. (AS APPUCA"! 11 W.1" m V.Stim HIM CONCREM BLOCK I ; i I CONCRETE ANCHORS ') I I I I _ko__�4� R/.=,�;T =AW/`RIn REQUIRED, I I i (SEE SCHEDULE ON- I I -, - Ilk, Le 12 I/F Ip"L 11 __ SHEETS 9 THE"" 10) 11 NATE I i ONLY WHEN S" MA CALK-00 ANCHORS I OCA'nom I I I I A E WHEN LWS�Cr-OHG�V%g-- rANE�WZIR I ALTERNATE � NO POURED CONCRETE ANCHORS CONCRETE BLOCK REQUIRED. C ANC � ARE USED. REQUIRED. (SEE SCHEDULE ON W/ 0 (SEE SCHEDULE ON SHEETS 9 THROIASH 10) SHEETS 9 THROWN VIO), BUILD -OH MOUNTING SECTION I SCALE 3/3-1- NITING N 2 SEC§01� SCALE 3/8-1- WALL MOUN MT MOUNT amd SCALE 3/8-l' 0"I"11 - . �'.. , "***:, "' . * P .1 *' * . * - FLORIDA OUILDINIG CODE (Non High Velocity HuU On# Zone) CIL EDGE DISTANCE '(SEE SCHEDULE ON Nra FOR-OMBIMM i2E SECIM: TOP & BOTTOM MOUNITINGS CAN BE .1 . / I. - = , : .44167 1 = - ; . . *= z , . = . = - , � V�- STA... . �__ % ��,-� "'10mo, Ao`XN` "JECO, M 24 GAGE GALVANIZED STEEL STORM PANEL 11LIECOINIC. \ GLOBAL PROTECTMIN PRODUCTS, LLC. 411OD S,W� 51, SoW 91& I'. SAW ft 07/V/2= O,x, i SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY .. - zi� OWL A. 3034 -07.1 �E - ONA)MOV-7546, M DMI)IN 20-175 INSTALLATION. - . ORAWRS; 0. I I'll 1jN,,'Nfi%_pI957-TE C-0001111 WALTER I I" 41, P� n1i an m !Iil L, FLORIDA - , a,07 . . � I SWIT 4 WIN I ___ -40 (1) (1) C_ U) -a -00 > a) C- .0-0 -a L_ (L) (L) L- CL CL C 0 0 L_ = . - 0) co _60 0 -0 a) .4l., n U) . (1) -4- q (D =3 -0 qu 0 C) -cu 0 - - u)- -0 = ILJ = 2 0�. C= = �2 (5 3: = 0 i;= LL- 4- - CIO U) .- . D) -0 (1) Cn F= L_ (1) -&--a M L_ 0 0- = F- Cu -0 112 .= 0 CD_ < a 4 z -4 -C C) " " I,- 0 u 00 t= t"'i IN CIO x M LL -a- " a. '00,_ C C'4 _r 1�1 .- �< :z C5 C: M 0 m 70 IN 2 - a- (L) a) Q) (1) a .(/) (1) W CL r- C E �e < I -1 3: 0 " (v -0 < -_ a) L_ a I (1) > X -- = >., 1) C)- -0 .1 - Ic T �, j I E C III) 0 0 :: u , T3 � . L_ I I- L_ :5 T ,2 W -_ - ATION DEJAILS EQR REGULAR PANEL In I INSTALLATION DETAILS FOR REGULAR PANEL(l) 7 1 INTO W0012 STRUCTURES __ IMS, vl-- ___ INSTALLABON DEMILS FOR REGULAR PANEL I INTO WOOD -71 -T%47-7 7 T-1-117701 _71 - - ` ; N -(j) . 11 � 17, 1 _� - TO GLASS. - ;// / I � WOOD ANCHORS �� I (SEE SCHEDULE 1/41�22ml- ALTERNATE CONCRETE " .- -, / J� I i �", 1�� I "t -(SEE SCWW= �j _11 -��- , , ___4) NMI. I " / ALTERNATE LEO C014CRM ANCHM I I �11 -11 ;�io I W if / r__�SEEZGN 10CLAE"CH >-,--- �i ;� SHM 11) I I V, 'r m" ON SHEET 3) l V.90. 0 N EXISTING POURED CONCREIS-, " )w 4 114- D.C. _VV _1611 - --ro"A"Ok Is EXISVING POURED ODNCREIT,l I SHEETS SE10"UROWN 10) _�- ,,--- , / _�� I � " ", ��V�� 1-1 - =FM 8422M' 41EAWREStOSTSMm WOO L// / �,; I -F r1i I I / - / E� " I /1 OR CONCRETE BLOCK I I " i /f 7."Irl / Cn _11IIIIIII11' I&I=:11 I REOUIRM. ?\ �i k I / / v M BEAM To BE CERTIFIED BY �/ I - .1 OR CONCRETE BLOCK � . -1 �, ADEQUACY OF EXISIVING WOOD , . j , / �, I - � -, f...0 \ i----f_D, LEG DOING IS ANCHOR! , 1, /\ I . I I -1 PANEL LENGTH REGISTERED ENGINEER OR � �_ \ LOCATION WOOD HEV8LER ',/ ' , " -1 i -, � 7 ;;1 E Nr�� , \ \ 1 �, I 1_� WOOD ANCHORS - Lvai ARCHITECT PRIOR TO SH /T/ L. (1) XIV �� (SEE SCHEDULE ON , . >< � C (Sm ;;��m REQUIRED x I I I (SEE SCHEDULE 3EET REQUIRED, SHEETS 9 TH �� ,� / / I -�j\ / 1� �: A_ f _ I ", 1 1 ONE -4) 1 1 / DOD ANCHORS ALTERNATE W4000 ANCHORS --� 1* M . I , I I So. N = LWOR INSTALILATION, x/1 - \ / w �1;1 SHEET 11) -1 I SEE SCHEDULE ON (SU 504EDULE ON - �-�, � \ le. i I . Ei CD I 1 A= WIN," MAGI . To, IN'REW a- 11 - . 1 , / SIM 11) r-W "4 ,- I—, -1 "m I-- %I -I' T� 86x;;Ms;9 OR f I/,v �, a! OF It EST I 1) �I 1/4- I itt i MAX � !1, _/. j I, I LENGTH_ ; __(9 MA)G "I - P-1 I 17-1 i III -Ilr D.C. = �__ 1-1. --- i i i'4_i7.t-6z__, - __.� woo_ H-c- / 11 /I \ _� � I I 1 1/2" (D -I is ------- �_ I 1 � /Z. \ :� " . I I ED I - I I L r-�,o / I (SEE SCHEDULE ON ., i i � REQUIRED I IL, " '�',., I I �.__-_ ___j 1/4' - - ----------I 11 LIX \/W _. � I � T \ - 1 1 1 1 1. WOOD Hm�_R -4--a i i SHEETS 9 THROUGH 10) 11 10-2041" I I 11 I- I ---------I REQUIRED -X I t -0 - W - (�> I 11 Ill , I I I- 1:: I . - .0 I - ED --- WAD DOCIS . A!. � I 1 1/4 -20., L 4' Ile C� i . I i (D I t ii ��:: ; =__� (gy-\ � x -5 ".009013s. -+--a ; . i PANEL 65i4ni i - I L WOODANCHO ; � , i __W " - r \ W4* 4 1/�v Cc V I (SEE SCHEDULE I I i I (SEE SCHEDULE '/ 1 1 , � , I LE EV 11.) I n , /A 2 \ i I I : I 11 � I �t, O.C� (SEE TAB #1 ON SHEI. Mi., \ [", 1 _7j. 1 1 E-�- 4-i . I i ON SHEET 3 Lai- ! [ i V H , SNW 11) = ICU .. I W.. W, __(j) 1 LITU I I I SEE NOTE - BELOW FOR LIMITATIONS FOR ! Ml,I i � I �/ , � I --;14t. ( , i I SEPAPAMON I .. . i SEPAPAIDON I f *L� MAIL � I Ii � I I (2- LOW SLW&S, I , _,11 I 1 --q) i I 41 , I I -(a) (j) At =? I_ To am, _ I Ir MAX i ISEPARATI& To . T �, 1, ! > 'a A, I � 10 GLASS. , I � , I -1 GLAM.'(SEE I I L____ �11 I i I I PANEL LENGTH I � ON SHEETS I Ism SCHEDULE I PANEL LENGTH I I Lh , � � 1! - I SCHEDULE I ON TO GLASS. I ;141%a� I � (SCE SCHEDULE I/.*.-imA,I1 9 Ilk 10 (SEE SCHEDULE I I (SEE i r --,--,--- - I- ; _ I I ON SHEET 3) I - ON � 11 . I -PANEL MATE FEMALE ID Oft PANEL WTE ON SHEET 3) ,- /I i I SEPARATOR TO CLASS, ==111_1) I ON sum 3) �� ---I- ;.2M �., 0 1 . , (SEE SCHEDULE ON I I,- __.. ; , -VIM_m&;W SPACER 9 1,41=1.W, ON SHEET 3) , __ � __ �� . � I PLUS (SEE SCHEDULE ON SHEET 11) 11 - - -AT EK I I 0 V V i , L I 1 PANEL UZ-46TH SHEET 3) , 1" M., 1. - �� - __ WrImp"a i __ SN _0 i ___ - . - I I (SEE SCFEDULE V�� - =.= �,_,ri PANEL LENGTH I - loom a" r_r ! ----I----- - I � i I k tj I- �PoWiLisdl � �_ ---- PANEL LENGTH - - 1 211 i I R;� ; I . "" : --A %: MIX __ - - (SM SOVIET) LE ON SHEET 3) (SEE I�Tl - - E I,-, i E`GS`��___; T� 2*X4" WOOD - v 11 � - �__ mramnon. SCHEDULE --i i EASTI X'S%, i � PANEL L04GTH . C_ ISOWTION I 11 ______1, ON SKU 3) ____ _ I PLATE REQUIRED I ____1 (SEE SCHEDULE EK" ON SIM 1) , =w4 =_� I I !141 --4- ----------I ; I . I 00 I ON SHEL7 3) � � I . I I I * I f ; I I � OF %: I . I ____ I— I � �11� . I I_ � -_ ----I- I: I I � t I- - ----I I < TO GLASS. I i GLASS I � ON SHEET 3) � I O-" 1 --(D , IV i r(� SHEET 3) _V'(D 0_ 111(sa SCHIM i I ! I " i i i - DIRECT MOUNT W/ SMQ __ i I I I I �__,,"__ i W � . I � I ALIERNATIVE 2W ! I OF 'L' I I i I I I W I _(D i I I ! , __* ! SCALE 3/8-l" 1 1 'G, f I I � , __0 OF -L- I 11 - --.@ ! [ , ! � (J) i I I I I I I I I I i S" " - - I MAX � _11I.-III 04,- I i _//� SOx I I , I ! I I I . OF `L* 11 I [�, �_7117 , /I 0 12 1/2� O.C� � SEE MA ON SHEET 11 R AX. PANEL LENGTHS & OF 'O I � __ ---�__ ____ 1111 1:, q I ! i /Y I 0 12 11,27 OC. I 1 _j mm- 11 I S�Vl MA)C I I 01 . ! I y i I AX, I I I OF %7 . ED \\ I AX DESIGN LGADS FOR THIS INSTALLATION. 11 _40 ! MAX, 1 , r - i (� I - 0 12 1/2' OX� I - -A 0 'T I 1 /I i ; I i � I i EF- n � 11 6 � I I 1 4 =-z-, 11 i A . a) A I I � L. i ___t_1.__.l n2ft" --f /Y I I i I - t I I NO 'f- I .uu W-V socis . � 10 . - ) I I H,pr�__,"m 0 12 1 D.C. 1 1 ::�; �t - INI - I- i � =3 1 1 1 " 1 -12 __.- Co ANCHORS 6 114- aa commm ma"ORS E�_ __� ___� I- �� I t '� 1 !I 11 15 ,� -, I Z�URIEQ (SEE ,_(� (SEE SCHEDULE ON I L____L__1 -------- j___f I I I I I 1 ,4 ' STAGMED W/ STU I ______L_j TO_ N 4, V; 1U."li-I'mr C: -0 ft � 10) SHEETS 0 THROUGH 16F 'A 2 I/O* LONG MAX, ALUMINUM I— . I 9- i I I 1 * * NM- 1 i cmLi -- cc 0GE OF WALL OR SLAB SHEETS 9 THIROUG , - I 11 i - � L_j �� 1 I,V M " �a - Wow AN'"m I i � p 1 4-i 'OURED "M\,-ll\\\\\I,W\\SN'l\�1 " I f � � 11 ' �', 1 1 R 0 i .- .1 ALT- CONDITION) SPACM 0 =' 041 VALID FOR I - ,-, ISE CHEDULE ONO SPACER SA WAY K I llr LONG C N I 1 1 /- ' EXISTING POURED CONCRETE i ALL DESIGN AND PANEL -,o � I I 11 I I � -,. \ 1 t-J�-� � SHE SIT) WE WOOD '� ,_ 1 r E BLOCK EXISTING POORNET) CONCRETE � Iii " EET (1) WINUADICH 5 LIMITED 10 A ONE STOW BUILENNGS "N tT-01 k 2'"' WOOD PL&TE � 3 1 , , I LIENGTHS PER SHEET 3. � \ . � i �', - ' 1 , 1� � - � '\-VA= ANCHORS L_ CONCRETE MONO *am MAX MEAN MOF HEIGHT GHIS IS A IWOMPEON MM ANY �� REQUIRED I I L'� I -I- ___ __ I INUM SPACERS 9 PtAft KWUIKLP -1 I -_ - g&ST IR_s� I OR CONCRETE SLOCK 1 X UT LUM 2.." WOOD " H-j',, � I! '_ - U4 ,� - � I T! 1 2'.. BUILDING WMIN 0AMENTLY NWAIW to SHm IlL WhOOD ANCHORS I— I I I 1 '7�, ) ULE ON ' REQUIRM __O� I A ' 1; M (A '_ , ISEE SCHEDULE ON ' L I (SEE SCHEDULE ON I !______FD�___J 1/2' O,C, SEE TABLE #I ON WOOD ANCHORS . - 'I I - . - 3/4' - I , m 0- SHEETS I THROUGH 0) , I i - � ' I _j_MGERED W/ STUD ;. . " - - __,A (9) ANCHORS DOING THRU r SHEET 11) . ___ I 1 1 � � � SHEETS 9 & 10.) ,III I OM MI= ,,� 1 E REQUIRED NEXIENIT MAkIMENFEWALE 0 ON , J'i �, I I 1 , (SEE SCHEDULE ON tan AS THE IN - W,Z "B" GO. I \ I � � �_l I I 'IV 0 a) ,�_ I- , . azz v "XL MOVE MAIN) By MAXIMUM 1/4 f 11 '\' I I i \ I " SHEET 11) COMPUM WITH, Mft IS A 01011110711M FROM 12 1/2' 04 VA04 ALLOWED ON I �� - . QOR MOUNTING BUILD-09 MOUNTING WALL MOUNTING ZDIREjM WZSPACERS n9 OR I.-, I ! I (1) MAW 013" PRESSURE SHEET MI -2' AN-— � - _ � � CEILING AND EL _ I i f ! L-, I .0% -45 P.I. (3) MAIL 24 CANE PANEL WIDTH IN LW= 10 W AT ANY OPENING SECTION 5 � 1, ff I, -1 I m C/) - 11 I MIN 6 A MMCMM EWX4 IAIINER I.. .. ALI. .1 %) MAINUIS SMO PANEL LENGTH 3 SOULAE. smw 11). :�M,A SCALE 3/8-1- SCALE 3/3-1* .", WALL MOUNTING / IRECT MOUNI CEJUNG AND MOUNTING BLII��?MNG Cz ALTENEIVE 2W (4)11/2* LONG SAACER COMPONM INA SNALL BE AS .01cm ON ALTERUME 0) Blow pAmm "Mkffm is CHAT I L. WALL-MOUNDS9 Ji MA AW AL0�_3w WIND AM omm wm FRAME WALL SCALE 3/8 I, W ANN== OF Z m ="WW" Be" S/S.1" , Lolloitbolt#i" sciAll 3/8-1, m f-I"S STMOARD No Wn. Ow OWN) or m FLORIDA ` �"J ..1o, " SCALE 3/8-1" 44) tg:m,:%*&,Yztwm BURAW CODE. , s - 140.1%, 'At"1111111"A" 19"-*& ,ellom"t $9 -` ... o,%, " .* a A..... Ilk . v\CENs'-.-v, I . � 4 ..t o'Zi,?I. A. TIO %�,,,IH AF ;0 . Lu . . 10. ........ .. I i ." .. I /-";,g ............ f'1,72, .. . Nm f ., ., - = ,% �v --, Novs .m mmm ,$ E . , i A FLORIDA BUILD114G CODE (Man High Velocity No an* Zone) ... FLORIDA BUILDING CODE (Non High Volootty ou cons Zone)[ NOTE FOR QQMBIN&MN Of SECTIONS __ : NO, 44167 - s FLOR1111 BUILDING CODE (Mon lggh Woo cons Zonw)l 2 Z ;,* ' Try HIM 1, INSTALLATION ARE ONLY VAILID FOR MAX =W. . - u HU rill 1. INSTALLATION ARE ONLY VAUD FOR MAX, XS,D, � A.S,D. . ;*! = . 02010 IILIM WC, ' 24 GAGE GALVANIZED SIM STORM PANEL OR"N"af, TOP & BOTTOM MOUNTINGS CAN BE 3 " . ", I 1 i 0.44167 7'. 1 24 GAGE GALVANIZED STEEL STORM PANEL WAN W. Nor-faksmommN DIE VXMNS: 4V - NO. 44167 " I *2Q" TIMED. 94 F-P 1'�4% STATE OF .,*q - 020410 Tutm, We, now * , * 1- - DESIGN PRESSURE WING (p.s.f) AND PANEL L I - DESIGN PRESSURE RATING (p.m.f) AND PANEL LENCTIVIS 24 GAGE GALVANIZED STEM STORM PANEL < : S *. . TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - - . - � 1 COMBINED IN ANY WAY TO SUM ANY AS PER SCHEDULES ON SHEET 3 111� % I � _4 _____ z � ' - ' _- ' STATE 0 �, I I - S -�,% INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD t 0/0/2010 - EDGE ursiAmuL � STATE 0 .'A- 7 ' GLOBAL PROTECTION PRODUCTS. LLC. ' COMBINED IN ANY WAY TO SUIT AW A TERNATE 2W) -_ -*. GLOBAL PROTECTION PRODUCTS, LLC. "'"m - - ' - ��_ ��, MOM PROTECTION PRODUCTS, LLC. WTU ,, ED. ,_� � mic _ 11LIECO _ 1:j�ECOmo-, iiD_ mc. a.m. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECHIL; �', /T 7LE C Omc. \ __ TRAIT M COMPANY _ $ �C�:�� -s V. `10RID .- 60,z� z TCETRIG & ROPRIFIR 7� DOME P. =. DENSITY OF O.55 OR EOUAL �6k 4m tx 51 STAIST (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 40M 1 51 XTROET INSTALLATION. ASK) &W. 51 STREET A t"MtERM COMPANY SHEETS 9 & to) COMBINED IN ANY WAY TO SUIT AW 111."*..* �_(�ORIUI-_, m - 16g: - bmm� FL 3att 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ___,L_ - 1. I IL - _Z =.Wr., MOW - .t,= 1. _CNL -aW -175 oho ...... - _%n "- n. W 20-175 -.1 ..... W =14 -175 z - 'a, Ph )4MV7tHIL M M4)US PONOW, DIR)MIS-7545. FOX, (�)1149-61110 20 . - i Ow -m. 'M=-%`" _ (044 F�l (SIM)SON-ING 20 1 iii t1W,v - MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC - i ��_VE M 0 m"_11 ... I, ( ti� �T z- I 1114-- .ir (654 I, // INSTALLATION. �118 � CA-OW711 - - ORAWING' N. OF 0,55 OR EQUAL. 11 CA-OOWIO -.1 - I .m.1 - !_ OANWMG N. -000019 , . .... i�1 .� ommito ft < *0 _" !" _ A. lull . I-1 I sek/St"novElow � ZiI P4 1 - mm 6 ff is Pz MAL/stownw,mAx CA I 100017 ? a MI IfoNIfWWx/SENAIU"TE - WAVER A. TUIT &_ P,S 'I - ` DENSITY I -K & 4A, f Lf I , I I __j I nailm III, A ejAz H. I ----.-- __ I - - I = z; kT - I I I I . , ______ ___ - __ - Az . . I CL SHEET NO. SH 1 .3. �W AJ,1066 END CL0,5YRES DETAILS FQR INSIALLAIION IN POURED CONCREJE, CONCRETE SLQCK Q8 W90D SINCTURES: VALID FOR REGULAR. LIFE 5AFETY E-Z HANQ SJORN -PANEL M 5njEMS OR f _ROURED CM40KM CONCRETE BLOCK ON VAPI I 2'A r. Ml* 3105 H-14M r", WOOD FR" OM-10 KIM Cw AUAt RED 4) & (10 REQUIRED ANDUE WN le4'0 1 3/4' TAPCC& 4 21/2- 12 M., POINTED CONCRETL CONCRETE min. OR 2 4 POURED DONOR A 3/4" 1 BLOCK OR r.4`7 111=000 REOLOW CONCRETE BLOCK ANCHOR 0 2 Ile OR�§l /4- AAJP aT_ __ / v W.** iI Mir LEO LOCATION Mir, r 2' .053" TO 2 - 7AU)M AIMIAME j�.-, VARO Ow OCT. 51 W< Lf 2- OR AUUk. ARGUE ON _7 I AN' 3105-HIS4 SHEET METAL EN, PUTTE _4 .1 BENT PLAN 0, REOURED le 31 mi Nt _(�l tZ'X 2 1/2* z i I 2' SM TO ALUM . ALL scsl_� CLE CONT. &M ANGLE ____ 1 1/4' 60jj IV,A C- .Ti!C. 4 OR 4093-TS &toy W/*UNUT C.L A- MOLE CASE A (PLAN) CASE 8 (PLAN) CASE C CA D (PLAN) SCALE 1/4--t- SCALE 1/4'-1" SCALE 1/4--l' SCALE 1/4'-1- SCUD-SEF OR tAX-411 00 ELOO PANEUMATE POURED CONCRETE 4 OAT rPOMPIE 0 AND I.Sx POURED cc OR rg.lroor AT A,*Im PL=� CONCRETE SLOCK �; _2w = i i SIDES OF OPENING sc"SuL, ON 9, r"* WOOD FRAME AS APPLICABLE r_OJWPANEL FRAME REOUPED 10 A 11 RLNAP armw I OPENINGG WIDTH) REOUWD . . . . . . . X. - mum I / —4-.1 __1 A (2) OR(J) VMIES Xmx"Om FRONT A I k-TR-M FLANCES PAPAIEL TO I S! kt. wALL (witut cvr DID pmw X - 8.0� DISTANCE _C1 A) A- CASE Q (P Tit i^ SCALE 1/4*.1' VAUD FOR DIRECT MOUNT INSTALLATION ONLY CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARIATIONS WITHIN 31e No, 44161 FLORIDA BUILDING CODE LHort !Eph Velocity Nftu Carlo Zone) CASE E (PLAN) CASE E (e 5, b IATE OF Ilvem mc, fA 24 OAGE GALVANIZED STEEL STORM PANEL W40W ft SCALE 1/4'-1' SCALE 1/4�-I' W GLOBAL PROTECTION PRODUCTSt LLC. DATE-. 4M &IC, 51 STREET =4 20 -175 swt DirmNlim-emr, SEAL/90"Aww"OKM CAM A. !-!-.I — J= "Lam, A. rU:Pw I MAXIMUM S.D. DESIGN PRESSURE RMING AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE MR REGULAR STORM PANEL (1) INEM"11ONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL C) NSTALLA11ONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) MAX. KSID, OES104 PRESSURE RATING (P-0 MAXIMW ANCHORS SPACING FOR E.D. - AS SHM ON SHEETS 6 APPLICABLE TO ALTERNOXIMES Air. OF THEM MAXIMUM PANEL LENGTH TAPCW — LAG SCREW PANELMATE FEMALE ID PANELMATE PLUS Wow OUSHING 13' 13" Ir ITT (Tom 13; 13- ir III (BOTTOM) 6 1/2* 6 1/2* 6 1/2- a lIr Ell (TOP) 12 1/2, a 1/** OR LESS R. 13* Ir +46-45 OR LESS Ir —Ir 13" 4.3, Ir 13* 13* 8 1/2' 111 CTGP) 13* Ir 13' 13* 6, IN (Bolick) 6 1/21 6 1/2' 6 1/2- 1 6 1/2- 6 1/2- 2W (W) 6 i1C 1 12 112- A 7# TO 1/2* 14�-A` 4 1/2* 1 Ile I r 7. 3* 0GTTW ilr I Ir :1�2�::± 4' QV (TOP) 137 1 13, 4111 MTTOM) SU TABLE #1 FOR VAX A.S.D. DESIGN LOADS & VAX. PANEL L04GTHS WHEN SPACER 0 is USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 i MM. AtS.D OEM PRESSORIE RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO X.101060M 0&,*MA%N OF THEW MAXIMUM PANEL LENGTH -C (ft.) TAPCON LAO SCREW PANELiKlE FIENIALE ID PANELMATE PLUS Wow BLISHING 12r 13, Ir IYI IN (w) ir w Ir 1 He oomm) 0 1 /2" s 1/2, 6 lIr 6 1/2* 6 1/2- 2w (top) - 6 1/4- 12 1/2- 6 1/4* r2k W�') 5,-e 1/2' a* IT. - 3w (w) OR LESS 7 IIV - jw (BOTTOM) Ir 13, 13, 13* 4W (TOP) >+45, -45 TO 475. -75 13, 13, 13" Ir —13, Ir 1101m) I Ir 13" 13* to* to (I.) 13, Ir 13' 13, 6 Ile 1* & Ile -6-1/2' 6 1/2- a 1/2- 6 1/2- 2W (TOP) - . 6 Ile 12 1/2' 6 1/4' 2* (HOM-) > 4 lIr r 7 11r 7 1/2' �t TO 71-61 w, /2' w 6, _CF0M 3w ODTIDW) 13' 1 r 13* 13* ii-i —(Tm) L Ir 13, 1 r 4W (111DITOM) SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOAM & MAX, PANEL LENGTHS WHEN SPACER IDA) IS I USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 A.S.O. DESIGN LOAD MkVMUM PANEL LENGTH 40 PSF OR LESS 61-8. * 40 PSF TO 50 PSF W-2- * 50 PSF TO 60 PSF W-10" A MAX' PANEL LENGTHS ARE ONLY VAUD FOR I DNS W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS ANCHORS & W/ " S�DpWt�AQ, 1/2' D.C. CODE (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. &S.01 DESIGN PRESSURE RATING (P.-J.) MAXIMUM ANCHORS SPACING FOR MIN E.DI PER SCHEDULE BELOW APPLICABLE TO SECTIONS #W ot A 0010800" OF THEM MAXIMUM PANEL LENGTH -L! (ft-) VAX. ALS.D. DESIGN PRESSURE RATING (iLef.) M01MIUM ANCHM SPACING MR MOM CD� PER SCHEDULE BELOW APPLICABLE TO SECTIONS comppIluioli OF THEM MAXIMUM PANEL TAPCON SOLID -SET TO I PANELMATE PLUS ZAMAC-Nw#NJALMIN -IN TAPCON SOUG-SET "" TO I PANELIOM PLUS I ZAMAC-NMUN CALIC-IN To hk =E!! IQ 3z To COMORIVIE C-A_ PA61P___ "' m To IC�__ .&, �& I To 3k 10 mmmvm OoI TO mam +45W45 LESS ir Ir Ir Ir 13^ 1 11' 13'_ 000) v--r OR LESS +48, -45 To .65-95 13, 13* t3l ir Ir _1* 13" Ir 3 IT "'I , , "Op OR LESS _lr Ir 13-- 1Y 13- IY 13- 1 ir 13" is" 13* Ir I _W_ 7 F_ Ir 13' 13, Ir Ir Ir _i, i I 13, Ir Ir Ir Iir Is* 13" 1 13, 13, ir Ir Ir 2 (TOP) Ir Ir Ir I r T=3 13- 13- 1 1/2' 2 (TOP) 13, 13, Ir I r ly "1 13" 1 Ir ". Ir Ir Ir 2 (BOTTOM)[ is* Ir 13' I'. 13, 13, ir Ir 13- Ir 13" 13- 111 1/2-12 13. Ir Ir 13- ta. 13- Ir Ir lzr Ir 13, 3 OIDP) 3 13* 13, ir 13, 13r 13, ly 13, Ir 13, 12r it 1 1/213 (w) - 12 1/2112 1/2'_G 1/4- 6 Ile L2 ll:e 12 1/2' 1/4' s Ili, 3 (wrrom) 3( - 2 1/2*12 1/2* 6 1/4* 6 Ile 12 1/2" 12 llr - 6 Ile 6 1/4�13 w Ir a' 1 1 2* 4 (TOP) 5 1/2* 0' r Ir 61 6. 5" 4 (top) OF W., B It (BE-) Or Ir 13* Ir I r 137 13y, Ir I r &13* 13- 5 (TOP) 1101-i-Tr) 17- 1-31 la, 13, Ir 13, 137 13, Ir 13, it 13" 13, Ir Ir Ir Ir 737- Tr 13*413, 13, I I (BOTTOM) _G�_ -73 Ir IW Ir -1 3� 3F _;3 13- r )m) Ir 13, ur 1:v 13" 13* ir 13- 13, a (TOP) i 13, Ir Ir Ir 13* Ir Ir Ir 13* 13, 13, 4 1/4' 5 1/4' 6 Ile -13* 6 1/4' - 1/4* 6 Ile 6 (wTr**) - - 6 1/4- 6 I11V 6 114V - 6 t/4- Ir S, I;r 10 1/2' W 71 Ir 7. 71- 7f —1j/2 5 1 13' 4 1/2' 1 (TOP) To 14'-e 13, 61 T3, 13, Ir 8 llr 13' llr 9 t/2' 6 1/2' Ir, 5 I/V I (TOP) TO V-6' Ir 1. Ir Ir 2 1/1 13. 9 1/2 to 1/2 7 1/2 13* er t (wrtilk) 7 Ile Ir tr Ir to* Ir IV it. Ir Ir 16 w I (Borromi 13, S' 13' 110 1/2' Ir 7' 13, 7- 7 1/2 5 1/2 121" 4 1/2* 2 (TOP) 13* 1. 13' 1 Ir ir 6 1/2' Ir 8 11r 9 %/2' 6 1/2* 13' IS llr 2 (TOP) 7- __13-__T _13- IY 0 1/2 Ir 9 1/2 10 i/2 7 1/2 13- 8 1/2- 2 (WITOW) 13* 7 Ilri 13, 1 Ir I ly TV Ir to, it' a, Ir Is ilr 2 (BOTTOM) 7* 13' 1 TY Ir 9 112 12r 0 1/2 10 1/2 7 Ili Ir 0 1/2* 3 (TOP) 7 1/2 13' Ir 13, TV Ir 10' it* 1. ir is 1/2" 3 (TOP) - 12 1/2'tl 2 1/2* 6 �1_e _6�_I/W F2 -1/2' It 1/4, - ----Ts I/*- It Ile I (wrmm) - —3- 12 llr _W 12 1/2' —e 6 1/4- —7- 6 1/4* _4 12 1/2'12 —8- 1/2' - - is Ijejo Ile 3 jRROM) 8* 5 1/2' 7- —a 'r 4 Ilr 3, /2* 31 4 (W) -77 —11e 4- 4 llr 3 1/2' 4 (TOP) 5 1/2' 1 4 (WrTom) 6, 4 (ammm) 13* 13, 1 2' Wwm -1 13, a lIr 13, Ir sw _23 6 1/2- 5 (TOP) Ir r 1. ly W. I .1 - TO 1/2' 172. S (OOMM)i ir a Ile ir I� 70�1 3 10� Il- Ir t3- 6 Ir v Ir 0 1/ 11"31, 1_0 — 71/2-- -�-, IS. F 13 Ir -Ir - a llrf Ir Is 11r 9 1 /n !J Jr_ 6 1/4* . " Il4le a IS 1/4'1 IT 1 - 6 Ile 6 Ile 6 1/4- -8 1/4-1 -/, 6 I/V 6 1/-4-- SEE SHOOT I I FOR ANCHORS TYPE & SPACM FOR INSTALLATIONS INTO Im FRANC MAJDAM ~JM ANCHOR SPACOM 00 MINSIUM EDGE DISTANCE ARE INDICATED ON THIS SCHODUUE. FOR ED, LESS THAN *CCATED ON SCHEDULE TIMM ANCHOR PAOING BY MULTIPLYM SPACING SHOW ON SCHODAUE BY THE FOL� FACIDAIL Fall THIS OPERATOR TO BE POSS1111.1. RIEDUCIED SPACING OBTAINED WHO FACTIORtHOLL NOr ME LESS TRW MNINUM SPACING WOCKT01 MR EACH ANCHOR tfPC ON THIS SCHEDULE. 1/4*0 I/4'j 1/4*4 1/4. 1/4. _�/O. MINIMUM mic"m VACM 00 '1 2 $1r 1 1 1/2 1 ommir =3 1 1/2* 3 TWITANCE =1 P,�_ 3 vr AMK WK 1111100= M11) FACTOR I JIT �Spw=x -mou #I MR MAX A.S.D. "susm. -----ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &1 R-IA/13, R-IA/113, R-U/14. R-19/13. R-28/t3. R-W/114� R-iAW D.W(�� /15, R-2AW/15. R-3AW/16. R-19111/15, R-20W/15, R-39W, II 6 0 0 0 0 0 m TABLE Al jk A.". DESIGN LIM MAXIMUM PANEL umm ,W PSF OR LESS > -to PSF TO SO PSF W-2" I > SO PSF 70 60 PSF 51-10* A NO, PMEL LEWTHS ARE ONJY VALID FOR INSTALLATIONS #1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. Rm PAKIL 1/4*01-20.1" SS. it 10 1 1 (USE FOR PANEL LENCI ; OVER �8) REGULAR STORM PANEL k. ------- L ---- I --- A 1--_ t LIFE EL 7 Si. P. T i - 1/4'0 OxI* 7 s.s. Bc - w/o A, AT 1. IVERIAP, "-:-- )0i j PANEL !A/M R-3A/i4. R-18,1`13, R-28/ -2AW/15. R-SAW/16. + R-18W/15, R-21 (SEE SECTIONS & ALTERNATrVES ON SHEETS 13� 14, 15 &is) -- LIFE SAFMA STORM PANELCI) ELEVATION (t) SCALE 1/4-1- (MR O,�-1 oHoLE MILLET`) LIFE SAFffY PANEL EXTERIOR SEC ION A -A SCALE 11�17-1' R-311/1 4. 5. R-3BW/16. VAX. PANEL LENGTH Ow -40.0 ",f. O;-;4Lr6 +4GG, P MID PMEL LENGTH SOLT) 7,-6. OA "a J, (W/0 OMORLAP MID FARE LENGTH SOLT) USE 2-'ar MR. PANEL L04TH AT ALL %?U11TINGS 0+ - " Lj 3 1101.11 t INSTALLATIONS ONLY VALK) FOR WIND SPEED UP TO 170 .,P.h. 114- MAX CAP F%P CIO20 TRJECIT. IMOL 24 "GE GALVANIZED STEEL STORM PANEL LIE C -0. [GLOBAL PROTECTION PRODUCTS, LLC.1 20-175 DRMANO ft (VALID ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 A, 5) MAX A.&D DESIGN PRESSURE RATING (P,.f) MAQWUM ANCHORS SPACING FOR MIN CO. PER SCHIEDULE BELOW APPUCABLE v mcmw I ummUM PANEL L04074 L. (A) MAY., AS.D. DESIGN PRESSURE RATING (,.73 MAXIMUM ANCHOPtS SPACING FOR MR F.OL PUT SCHIM" BELOW * TMO MAXIMUM v 00 TAPCON SOUD-SET PNIELMATIE FEMALE 10 PANIEUAKTE Puts ZAMAC-NAILIN C"_IN TAPOON I SOLID -SET PANEIUMkFE FEMALE 10 LM4 I PANE TE MARA ZAkWw-NAIU4 IMI 70 To To TO TO ="am 3k 10 10 off ca!��- - _ Am w4m _Am_ WN&m POMP` 10 CTW TO aw"m OF THE" >+65, -45 m +71J. -75 13- IS- Ir Ir 17-1 IF 13, t2" 112* Ir I (TOR) W_v OR LEN >+75, -75 TO 4-lik-119.5 Ir Ir to 1/2" Ir 9 1/9- Ir 6 t/2' 7 1/2- 6 1/2' Ir 111 1/2- 1 (TOP) w-e in$ 13, 14 - Ir is- 13- Ir ly, I 3r* 13, to- I wirromi T3_ -6 -1 -/r 73- _13' 1�:_ Ir V 10' 7 11;r 13- C I (WITTIM) Ir it- __L.N:_ ly 13. Ir Ir ir Iw is, 12r- Ir TV 2 (TOP) 12r S, Ir 10 1/2' t3" __n_ 6 llr 13' 6 1/2' 7 llr 5 1/27 Ir 4 1/2' 2 (TOP) ir 13- Ir Ir ir 13- Ir 12. 13' is, 2 mrrom) Ir 7' 13' Ir 13" 9 llr ir 9 1/2' 10 llr 7 112- Ir 6 1/2- immu) 13* it, Ir Ir 13, 13, 13* Ir 1 Ir Ir 2 Ir IV 3 (w) Ir 71 Ir Ir 13' 9 1/2* jr 0 I1r 10 1/2' 7 IIV Ir 6. _3 (TOP) - 12 t/2' 2 IIV 6 I/V' 6 Ilelli! 1/2'12 1/2' - ! 1/4' 1IL4: (-am) 3 (90110M) i/r 6 1/4" 6 1/4* V2 lir 6 Ole - Ile !-- !Swr" IT" 51 B- 4 1/2' 4 000) e 3. 6 ll:r 2 1/2- — 4 (TOR) (BETTERT) _I]3,�- I I - ir 13' 1 15' j3:-�� 13- J�l 127 Ir to' Ir 6 11r 13, Ir Or j IV 13" 91 TV 17 1/2' i3: i;_ Ir 11' �Ir 13' 1,3* 'r Ell ,]3 I ir 13, �2 12' - 13, to' Ir 7. Ir Ir JW IT llr 13* 9 1/2* '/2* 10 1/2" 'a I/ 7 11r Ir IV is" it* Ir 13, Ir ur 0* Ir is" le Ir to* lzr !r 13* 10 t/r Ir 0 IIV 13' 6 1/2" I.' 7 1/2' 5 1/2" 13- 4 1/2" =7 1/4* 6 T/V 6 1/4' 5114- 6 1/3- 0 6 1/4' 6 1/4* 1/4" 6 I/Ir 6 1/4* 5 1/4' 6 Dwrr;--) 13" 7 1/2 Ir 13, Ir TV I r la- it' 13. 0 l/rIl (TOP) >W-r TO 3 o I tr qr,112 7177117 Ir 4 1/2' 1 >V-8" TO 7-1. 13- 7 TIr Ir 10 1/2"1 12r 10 1 L, 1/2" W 13* 7" It 6 i/F ;3.; Ir 13. v ir 9* f1127 I TV 7 llr 13, W I mmu) 3' 7 1/2* 13* 13* tar 1 13' 10' W IT. IY 6 1/2*12 (TOP) ly V Ir 110 1/2' 13' 6 1/2-j Ir 0 llr 7 *./2* 5 1/27 Ir 4 I/r 2 (TOP) Is' 7 lIr 13, 13, Ir 10 1/21 1Y 10 1/2* 11 1/2* a- Ir 7- 12 (BOTTOM) Ir 7' tr I Ir )Y 9 1/2* 1 r 9 llr 10 11r 7 1/2' ir 6 1/2* 2 (BOTTOM) 13* 7 Ile 13, 1 13, Ir 10 1/21 JY 10 1/2"ll 1/2� 11' 13, 71 3 (TOP) IY 7- 13 " 13- 13' 9 Ilr 13" 9 T/r 10 1 , /27 7 Ile IS- 6- 3 (TDP) - 12 1/2*L2 1/2* 6 1/47 6 I/e]12 1/2* 6 Ile - - 6 LA !i ± � - 12 112* 12 IIV 6 1/4* 5 Ile 12 1/2: 6 1/4 1, 6 Iw a 1/4 3 (BOTTOM) 7 1/2* 3 t/r w e 7 1/2- r 4 1/2' 5* 3 Ile I" -ile r —00"-) 4 (TOP) _3 _e TT/-2' 7- 3 1/1' Ir e 4 llr 3' 6 11v 2 1/2, 4 (TOP) 4 (Bottom) - r - , 13' 7 f/2' 13* Ir Ir i-. ,W y!j ur ur IF —I 10" - ., - (TOP) t3' 7 11r 13- 13, Ir , �rL , 13* r 7. --7i,3;- r i I/r 7 1/271 Ir I Ir 15 (BOTTOM) 7 Ile Ir -v- ii-, -.- � ; ti'i_ i, I /�2'1 r 13' 7' 9 (TOP) r-' 11 1/2- inn 5 1/2* 1 13' 14 1/2'16 (W) _13 6 1/4- 5 1/4' ! (BOrr.") _L_� S* 6 1/4- 111/4�,T174 6-1/4- t/A'18 11CI SEE MEET It FOR AN04M TIPE At SPACIND Fall INTO WOW FRANC KNIMUM ANCHOR TPACINCTI AM M011" EDGE DISTANCE ARE INDICATED ON THIS SCHEDULL FOR ED LESS It" INDICATED ON 30MOCIAX REDUCE AMCHOR SPACING Try MATfty#4 SPACING SHOW ON SCHEDLKE in THE FOLLOWW FACTOW TOM THIS OPERATION TO BE POSOMIUC, REDUCED SPACING OffEMMED USING FACTOR WALL NOT BE UWT I'M MMMUM SPACIRC WDICAYED MR rACH ANOWN "t 00 INS SC"EDLILL ANCHOlt TYPE Tom lug MINNIUM ANCHOR SPACING 011) 3 t I/r 21/2 A "A"""'MaN 3 3 TA' r 3 IRSTANDI".) 3",2. 34/2 3 1/2* 4 ACRMIL I= mma (ED.) SPACINGS ONLY VAUD WHEN SPACIER (T IS USED. SEE FOR MAX. ALS.D. DESIGN LOADS & MAX PMEL LENGTHS WHEN SPACER WiEs & ED. mr &I A A.S.D. OEM LOAD MA)wAm PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF W-101 A MAX. PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS III W/ " SPACER AT 12 1/2- OIC. INSIALLA119N MAIL$ FOR LIEE SAFETY EANELI INTO PO!IRED CONCIRETE OR CON,CRUE BLQCK STRUCTURES U, 1/4*0 ___R=��RED I-W.- OR ANCHOR* 9 D.C. I Ak fummLs 0 LffJ&HNEL WAL� MNGS SEE SwErs 15, a to MR NICK" AMMITIM _jL 1_ _IL4:,_ jL:, TYPE * SPACINO FOR ITATAUATIONS INTO upcom mommum. MOM vAollo I WOOD FANNIE SUILDNOS, WIMMUM ANCHOR SPACUMIS AND WIRMAJ. lc� Owl 3 EIM DISTANCE ARE INDIC03M SCHEDULE. FOR LO. LESS IHAH==TED ON SCHEDULE REDUCE ANCHOR 3 ITT WARPLY04G SPACING SHOVIN ON SCHEDULE of THE FOLLOWING FACTOW FOR THIS OFIRATIDN 104E POSSOLA REDUCED SF%CMG OBTAINED USING FACTOR SHALL NOT BE LESS THAN AMUIL DE 111111001101E OEM 00"M am set 0" MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPEQN I" SCHITAIAL 31/2' 2ECTIQ" R— D REGULAR PANELS 0 1.11MMINEL WALL MOUNTINGS 140002111, SCALE 3/6-1- C_ Cn —00 > a) a) 2 0 0 L_ Cu CL a) 0 0 0 C: 2 C5_ = LU = 0 0 — 0 CU > Cn Cn !E a) (n E a) _f__p CIO 0 " ca. cu C/) C:) , 17 or w mi a) x, > X z ca u -a C C: cli m -0 0 m JE— a) 6 a) E < cn < 0 W m � In 0 -0 a) ?: > W > L V_ CM V, "M INSTALLATION DETAILS FOR LIFE SAFEa mm- INSTALLATION DELAU FOR UFE SAFE11 NEL CD INSULLATION DETAILS FOR LIFE WETY PANEL 10 INTO WOOD STRUCTURES INTO POURED CONCRETE QR CONCRETE BLOCK INTO WOOD STRUCTURES.- 7/-- t/4-0 TAPCIDR __%=ZOURED MIOURED OR 4' T40 __9W j� H Ft ANCHOR 0 0' OLC� E GUIRMADER 2 _wjAGER CONCRETE BLOCK =Kr X HEADER _900D HEADER REOURED OUIKD UIR -V ED RED 40 O.C� Ft 4 V O.C, TAP =TAPCON �� \ /\ . 1. -4 _i= O.C1 20 v=46"or" D.C. OOR 4COV IT, I/v -4) Ile LOA E_ +o� WAX--- /2' -4) X, /4- 14; U) it IT 1� III W.-SEPARAFKAF- I TO CLASS. ICU ExtSTIN i w It A MASS Are, k4 0 - M, MR4 7- moIIL -L, MAIL i a AT VAX 1" MAIL PAMn_ LENGTH PANEL LU40TH PANEL LENGTH =1=141 (SEE ELEVATION 11 -L-M. T (SEE ELEVATION IV.. PANEL LENGTH V MAX ON SHEET 12) 1 (r=2) I I kslt — -v Mo. PANEL LD40TH ON 12) t PANEL LENGTH ON S 12) PANEL L06 I (SEE ELEVATION -- ----- (;%ELEVAT,1ON (SEE ELEVATION 0 TO OLASS� I - 0 2) i� I I 0 11 11,F, i ON SHEET 12) ON SHM 12) COO i 1 -4 IT I. min. < _�V i CLAM i_ A) I- All 1, L/2 I --SEPARA 10 mr,"Mr L/2 If 2 GLASS. L/2 CONCRETE BLOCK A- CONCRETE BLOCK P&OUIRED, FAEOLIM. Ec�, 1,, 77,77 It 1� & for 12 �r oc E� saw= < Fk-L. - ------ L____j nm i i IL ____ P.- 960... � , -I,- . � I. ! - 1/4*# PANEILMATE S H..R m io� Wom- 1/4-0 TAPCON 2*.** O.C4 ANCHOR 9 V D.C. IT I MATE Cu W� (Le PLATE ON STUD REOUIRED L_I� REOUTIRED Q4 1"TE PUS _1/4�`o PANELMAOIE PLUS � WOW_ ANCHOR 0 12 1 O-C REOUIRIED ANCHOR 0 12 1/2- D.C. REQUIRE ANCHOR 0 12 1/2* D.C. WALL MOUNTINQ WOOD Tig� 0 SEE SHEETS I& A, 10 MR AWNHORS TYPE Al SPACM MR SCALE 3/111-l" REQUIRED it PWAUAIIMS INTO WOW FRAME BUIUMMOS, MO" ANCHOR $PACTNC$ AND AONWLIM I= OSTANCE AM INDIMED OR "S SCHEDULE. FOR LD� = THAN Cn RIOUTIED ON SCHEDULE REDUCE MOOR SPACING By Cu MULtIMLY40 SPACING SHCON ON SCHEDULE By THE AL FOUD" "Clow flift THIS Qpmtfw TO BE POSSIBLE. VE R-Jaw AFRIGNULMAR FFANEL5 a ITHENSRAW PaAffili. MMD SPACING OBTAINED USING FACTOR !kU MOT BE alim 'NI I NALAR X& m LM TWA MINIMUM VACANT MrA= Fort KAN AHM" 06U."ItRAU 0 ad 6 115FER"BEFIETY IMF[ IFIREIGULIff JAW 0 RMSWA MAN L 01148040fowp 1YPE 014 THIS SCHEDULE. T10""s, A, 114 W&L MOUKIIHN WALL MOUNTINGS WALL MOUNTMOS ...... /N1 SCALE 3/8-1, SCALE 3/8-1* Lu 'EN'Tvocal $ ...... 0"C"; wswx Amm" 3 3 FLORIDA BUILDING CODE _(Ran High Velocity 1"wwu no Zone) FLORI BUILDING CODE (Non High Velocity Nu cons Zone) N a. "167 FLORIDA BUILDING CODE (Won High Velocity ku one Zorm)l A== J,�- . 'k W= ILMO, W_ TA ,� -.,I- , om T'Lluo. W_ ClOO(I wim Imc, F.P 3 31/2 24 GW GALVANIZED STEEL STM PANEL come, sh 4067 24 WE GALVANIZED STEEL StORM PANEL : S 1. INSTALLATION ARE ONLY VALID FOR &S.D. DESIGN DRWN el� 24 UGE GALVANIZED STEEL STORIW PANEL < AWAIL met mmu M lAm STATE 0 111 STATE Of C *: 1. INSTALLATION ARE ONLY VALID FOR MAX, &S.D. z or/V/2m PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS GLOBAL PROTECTION PRODUCTS. LI.C. PER ELEVATION ON SHEET 12. STATE OJK- �-_ P�� 11LIEC01114. GLOBAL PROTECTION PRODUCTS, LLC. DESIGN PRESSURE: RATINGS (p.s.f) AND PANEL 0 R GLOBAL PROTECTION PRODUCTS, I.I.C. ZME L. RKO SM� $I STRIDET FOR NEW WOW FRAME CONSTRUCTION: WOOD 4900 &W, 5 STREET LENGTHS AS PER ELEVATION ON SHEET 12, IILIECO.mc� 0" �'ZOTo I , IT. M 4 2. FOR NEW WOOD FRAME CONSTRUCT"; WOOD /ONAIL nuff I've"INT, a 4m SAL 5 511,1133, 20-175 MEMBERS 70 BE SOUTHERN PONE No 2. W/ SPECIFIC PHOW� WN::!4 20-175 Aoo,=�N� AMM M 33314 =14 % - -175 DRANM DENSITY OF 0.55 OR EQUAL MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC I. (W)60-7"% OIL A', i Fm M4)686 I-Im.1 wRow. C, Doom 20 04-000"19 ooavl2 DENSITY OF 0.55 OR EQUAL < PZ WAISCRATUREIDNIE WALTEK P.E. 1-8 X= - 4 oft� N. 14 OF P�Ep I I . j o"4M, P,- IN ^. 11 . I " - I - - FLORIDA U. I -owlsorte SHEET NO. SH 1.4- r EZlW/18 SECTION EZI ALTURNAIVIE EZIW ON SHM ial-- I min, Wn. :LEZ1 W CE -t MR 2) -ioa/@ 2) /,rrzAuMR- LAST PANEL(D TO BE INSTALLED AT MH OPENING SHA". ALWAYS -IF BE PROVIDED W/ REAR HANDLE TO FACALITATE INSTALLATION IF, INTENDED TO BE UNSTAU..ED FROM INSIDE or smvun, 7T r noti i LIU _U1, _UL $Do *I: i W- STORM FAND. SYSTEM 14M.Row ME, �.__ -Top & KTTQM, (END PANEQ, QWRIOR PAWL) (INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) SEE NUTESS 2, 3, SEE NOTES 2, 1, 4 (2)t END PANELS SHALL WTOM TRACK MAI Ntivlawlo K� OTHERWISE A STOP Mrs". Al TOP Of SUCH PANO, UUqGTH PAKUS� 1 �40, T7 IN +/-40-0 "4 (3), W END PANELS ARE CONNECTED To BOTTOM Mm CONNECTION Tq 1_ - -----SHALL CONSiF OF4:/ -20*.3/4' INCS� W/ 718`04/32' NANG TED P 4�0 ANELS 1/44 20. NUT OR 1,�4 S MIT BOTTOM $4, N, Lk OALRLRP LO -ft THUMB CREW INTO TA TRACK� FASTENERS MAY BE AT OTW OF IWO ATtON Or t IDOL ISO iii =,K EXTERIOR PILAT "LANCES Of No PANEL. =1 -1-11L J�L_L -I- I[- _14-Li-L-L I OCR OF '0 (4)- IN CASE 1�4AT Ertl) PANELS ARE NOT CONNECTED 70 BOTTOM No, TRACK (;,.. A STOP CAR IS ONLY USED AT TOP) AT LEAST TWO -7 77-71 PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON IN SUCH CASE, OF CONNECTION NOTE Wa FIANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION, I' Ifin, t INSTALL I* SUP. SEE NOTE 4 - u.. L LATIONS ONLY VAM FOR WIND ANCHORS SPEED UPTO 170 n%IIJI. t... -rox Ezt Ar ALTERNATIVE Ezra 04 SHM EZIW/ls DYPI�AL ELEYA-TION FQ8 5ERIES 20QO -Z HANQ SIORM PANEL �_YSIEM SCALE: 1/4* M= GNP wvw� 42,11 11 \R Bar 77007 7 WWI CAP J)_1 jE911QN A -A SCALE� 3/32'-l' TD FLORIDA BUILDING CODE �Non Man Velocity Hu C Zone) 24 CASE CALVANM STEEL StORM PANEL 1 0. 114167 OR" W. S *: STATE 0 11LIEC 0 iste, GLOM PROTECTION PRODUCTS, LM kw AMID tw. 0, 39107 A. 20-176 A Mu ou),0-74." TOP DUO ill 1Z IdWENGINFERING IdWENGINEERING p � e� L,', 5 Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Stotin Panels ENC311NEERING EXPRESS* No 33% Increase in ationsablo, stress has been Dead in thedissign of this product. PRODUCT EVALUATION REPORT Separation from glazing Is not required for histallations outside of wind zone 4 and essential facilities, September 15, 2020 Impact Resistance. =Number� R2 -Numbor 20-31643 Large Impact Resistance has been demonstrated as evidenced to prinnousfir lishad test repoms), and is accounted W in the engineering design ofthas product, Product Manufacturer All Americarr Shutters and Glass ManuflachaerAditniss: 1540 Doorni Road Wind Load Resistiance Met Palm Beach, Fl. 3U09 This ia uel 'a been designed to resist w1ral I aft as indicated In the span scluadule(s) an the reope.fit Pri douct Evalwation Document O.s. enoginesting dronving). Product Name& Description: 24ga Galvanized $test Storm Panels Urge Missile Impact Resistant Installation This product she It be installed in Shut complarsol, with its respective Product Evaluation Document (1�9, engineering drawing), along with all components noted therein � Scope of Evaluation.* Product components shall be of the matemal speciffed In that products respective product Evaluation Ther Product EvokaW Report is being issood In Accordance with the tequiremots of the Florida Document (i.e. engineering drawing), D "Psin!t'arid P not'll."uhifien (Florida Wkft Commission) Rule Chapter 6 X2:79:.lI1ALC NbMI=p Go par Method 1(d). The product noted above "a been LimWons & Conditions of Use. tested andior evaluated as summedzed herem to show compliance with the f lorilda Building Code ed.W- 2 ) "ON11,19.1orthe Purpose intended, at *list equivalent to that required by the Code, Ustrof this productsball be in striot accorrioncErwittithe respective Produttlivalluallon Document 0-ii, = do it be requited folinvina perfinend Ftorkli Building Code modifications or engineering drawing) as noted herein. revislons. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material #start In this products respective anchor schedule. Host structure condftns which are not accounted for Substantiating Data: in this producfs respective anchor schedule shiall be designed for on a sde-el*dfic basis by a registered prolessionst engineer, PRODUCT EVALUATION All componeaft which are permeriently installed shall be protected against oorfasion, contarrintratlon, 006 . 99CUMENTS other sucti damage at all times, EX drawing *20-31543 bfied24ge Galvanized Steel Storm Panels (WHZ & Non44VHZ)', sheets 1 -5, prepared by Etrillneeldno Expross, signed & -led by Frank Beanardo, PE, Is an Integral part of this This product has been designed for use within and outside the High VelocillIt Hurricane Zone "Z). Evaluation Report, - IWUEQM Respectfully, Unftnn anaft structural perAINTREStice has been tested in accordance with TAB 202 test standards per test reponis) #STASC-1 7�001 by Blaclovater Testing, Inc. Large ff"le impact resistance and cyclic WdfV performance has been let" in accordance with TAS 201 andTAS 203todstardaids; per test repot(al #ST-ASO-17-001 by BlackwaranTearfing.hic. STRUCTURAL ENGINEENNG CALCULATIONS structural engineering calculations have bw prepared which evaluate the product based on R compete#" and/or ralsonal onahrials to qualify the following design cifteria: awlsi 1. Maximum Allowable Spans 2. MinimurnAfloonaliks Spans Frank Sennardo. PE !�, MINDIrman0assSaparrallon ENGNvEERBRG ExPREss* 4, Anchor Spacing #PE00465491 Cert. Auth. 9885 160 SIN 121" AVENUE SUITE 106, DeVRIPMLO BEACH, FLORIDA 33442 160 SIR 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-066G 1 (866) 396-9999 (954) 354-0660 1 (866) 396-9999 TfAM@ENetNEERIA1CCXPRtSS,COM TEAM @ENGIAUHvRT%GExPN1ISI1 . CON ENGINEIRInGEXPRESS.Com r r,, -w T_ .,i iff! �� a I=j �in Lm 7 sy LU sm T T-7 kL", *R4, 'LEMLE, H, F� _E ;,'o Or W i T 20-31E P J.� IN31ALL&TJON DETAILS EOR 5ERIES 2000 E-Z HANG STORM PANEL INIQ EQUEED ONCRETE, COOKIE BLQCK AND WMD -SINUURES I -r -7,1=r I, F"-. �T F!S0WrFEL.00CK T114, > O_C� HEX READ TEK #140- Nor HEAD TEK SCRININ 0 3/4' FROM at" at Co. at at at at EDGE Mgt OF Q) i E Mr- WT% 2- &A Go 1/2- 1/2' La�� I I --I I I* JAII� 1 DISI�j TO CLASS, Pop, EXISTIN SEPARA7100-- I To GUSS� I ;UM Pop -(�) 4== via, MAIL MAIL ol PANEL PANEL LENGTH 9T SEA 2� SEFANKROK To ORM. 01 0 To CLASS, OF V To CLASS, _,_,4/4`#-2W* OF U TICIMOSCANA, 2 7 TAINcol, Allow* 12 O.C. I/V* TAPCON 2".*' WOOD NO POURED ANCHOR 0 le ox� RETE OR 'ti �., -FLATE CORICAM BLOCK I ;�, REQUIRED REQUIRED, WAI U, NOURIO IVE EZ1W SCALE 3/8=1' SCALE 3/a-l- x, Tit EN FLORIDA BUILDING CODE (Non High Volochy Riv no ZOMO)i I' MIN, PAREL, LE:RDTH a.44 24 "M GALVARIZED DAMON fr� I . ]INSTALLATION ARE ONLY VAUD FOR MAX, A.S.O. DES" SHALL BE 2i-fi* STEEL STOR* PANEL PRESSURE RATING +/- 40.0 pa.0 AND 6'-0' MAX STATE GLoeAL PROTECTION PRODUCTS, LLc. PANEL LENGTH. 4 "4,0 Z FOR NEW WOOD FRAMIE CONSTRUCTION' WOOD RM`F: .41 MEMBERS TO BE SOUTHERN PINE No 2, Nil SPECIFIC ft*W- (W)SO-�P97 20-175 DENSITY OF 0.55 OR EQUAL. 00004 mww� BERRA ALL AMERICAN SHuTrERS AND GLASS MAXIMUM ALLOWABLE T I YALI D. 3, 4ga GALVANIZED STEEL STORM PANELS (HVHZ.&. NON-HVHZ) DESIGN PRESSURE$; AS NPIIED IN DESIGN DESIGN NOTES: El"HEDO)LES I POSITIVE AND NE13ATIVE DE N PRES URES CALCULATED Z WIDTH LIMITED ��LLBl ��PVRP To UN NeL BE H I IS _TERNUNE.,FER, PA SPAIN)- EF URE I MICHAPTER F,,; TOP M(?Uw (CONN VE RE' TTR THAN TYPE AS REQ'D,) SECTIONS T4 GMONAL,1�20 STITCH C ACITV ,�7SWIT11AMA5HERED MPIGNUTS FASTENED 0, 51 LARS PAN 6ENERAL Nares: AIMPRI.T. Sir. T.411 1. 1 SI.E.C1,11,1ATION JRFBN DESIGNED A 5 Kcosg, I, TH Re NC04USOHA FDFIA ED 0, REMOTE OfTHE FL �LSLUBIL PITUCCOADE 0. PLAN VIEVT P, IjVHZ. PER Ito IN TE I D, N C, r V ICH MAY Ed QUIRE 0) In � E I USED IN THE Ass" aw In 9 ME RESPON51111I ESIGN W41CI, A w1up III BOTTO .............. 14 Elk FOR ALTERNATE SPA�H CALtU ONSA& MAY BE REQUIRED, REDID) PROVED, F RENT IND. IN In RIRN ISTERED Rf MAYBE AT 7430I� BE I SL BOTTOM MUM7ESTER TYPICAL VERTICAL MOUNT ELEVATION J, NTA ELEVATION PEI 4KATTO ASSWICLAIRIV TOP MCuNT Lfrox URALQUALITY NET. {$PAN ABOVE STftL� 060 �i LVAN 0 COA N G YtJ�XATIIJ A ILINI. U M Fy LU R, �QSSTRUCTION) 10, ALL ALU MUM E TRVS 55 ,,E6063-T6 LU INUMALLOY, MAI .1 LNTCRCMA�NWbAS FIELD ELS MAY BE MOUNTED VERTICALLY CA, C Nminoss%wrt P BOTTOM mo ORL2ONTALLY 5, ?�Lr :tAN OLE 01 F-MOUNT TED HBREIN MIiALILSE ED ED To C N _' D" INSTALL LL 148 INZON-C10ACCITED EotN4CR0ETRfS'oNLy. A (ONCRESTFAN2HORSPEK ICONN If AS RQ7 KAN To INSULATE OR PROTECTA IS, TH L 'OL' MEM12GINNERE M1%41ffirj&ArL .�Jl FO ST Al, tkrri ALI INS STR P 1. < 15 (LOCATICN MAY VA9Y) ATERIAL �S BEY NO THAT FRO.O SDOCUMENT L linax LIM PF (15 LABEL BOTTOM MOUNT (00144-J MR. ISPAN BELOW, - TYPE AS REQD) DESTRUCTION) WEST PAL 11 TIONAL I PR, -A NUMBER sgLT8 Un FACIE �Po 1 211�31s43 ;�-T WINC VERI's SPAIN CUSE ,PR., 'r S' A EACT 'IN TABL') 0 VISIT EGAI.C.1013 F` "I I -, I , I � VERTICAL MOUNT ELEVATION, /TN\ (NOTCHED PANELS) N.T,S, ELEVATION WABLE SPAN SCHEDULE MW zk ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GAUGEPANELS MINIMUM STORM PANEL SEPARATION FROM G" IHVH4 WIND ZONE 4 & ESSENTIAL FAOU THES1 ALLOW FRESMIIR� ISPAN= INSTAUATIONSLFSS z INSTALLATIONS GREATER IRANSWASMORAM THAN MWASOVEGRAVE 2,15 In as 130 1. i 2,16 In _6 f_rgo �04_ /-45 216 in 130.01" 4.0610 n i:3 i in 932 iff 6,09 1. 11 253ki .1-65 S94 in 11 In 2;7zjo 2�98 in I . . . NEW"" "IMIKA . . . . . . . . "am 0 Mu 1. SAA4SvI"NkIIMAMMLVNRLM�0WAvUE SPANS PAW, UINSInISILISS In"I"M NOInD IN TABI1. AA.Nr ARIL fter, mom Q;AI`S IS ANIUMUR, "ER PAW iENDPI-I MISMINAM `NMTHATiOM FOR 1 "�QUIAEO PDA ALL RLDPON't NIORG�SIWLWINR MAIL V 4. TAW �42�S. &Doi W�P*Nn PASTENOR$ 0.5. 04, I.w Z IN E I it 9 1 SPAN SCHEDULE NOTES: IL, ENTER SPAIN SCHEDULES WITH NEGATIVE PANEL tWALLEO DESIGN LOAD & PANEL FAsTIENER SPACINGTO tLETEAMINE MAQMUM ALLOWABLE STORMPANEL 51PAR. SCHEDULE IS ACCEPTABLE FOR USE WITH AIMADENT �rLAST LGAMA, POSITIVE LOADS, LESS THAN OIL EQUAL TO NEGATIVE ORSIGN LOAOS� 2. 'PANEL FASTENEIRS' ARE STUDS USED IN K� N41;tj WONA� BOLT iNL CONJUNCTION WITH ALL MOUNTING "USIONS PMVi,.='P "PILL < I I*r-TRACK, STODDED ANGLS� ETC�). USE 6.25' IN11.1FA. 0- PANK FASTENER SPACING TABLE VALUES FOR ALL -H"- AND -W-HEADERNS (INCLUDING BUILD OUT CONDITIONS). 3, LINEAR INTERPOLATKON BETWEEN LOADIS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 0 40 GLASS SEPARATION NOTES: L-`Eanot-�z- 1, ENTER, SPAN SCHEDULE WIT" POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, Fu So"I =w INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (CONN TYPE` AB LOAD 3, FOR INSTALLA17ONSOUTSIOEOF�n4EHVHZANOOUTSIDLOFESMTM FACILITIES IN ASTM ZONES I THROWN 3, THE GLASS SEPARATION C-N 'Y'f AS ASq. WIND (.W. AaiaAs A, 20-31543 SC AND NO MINIMUM SEPARATION FROM THE EXIST , NCRM SPACINU OF fIALF �E I. LLOCK 04 y. 0 M NO-EGRESS PANEL DETAIL ONAL INTERIOR FASTENING DETAIL 'ONAL Ncw) FASTENING Al LZiJ` __ r vi .0,&, :� 2250- 0044`� A __V,625� M S IN '2.25c'- 0,125 IS �T 4 TYR TYGPA- _,4 I" t.930, L T- i-I ILCOV, 000, LAS 1VII 110 0 2-M. 2.000" 2=0� TYP. QZA li�� 9 376- 510- ,,07 0.25 0 CST, -IL4.s7s.. PANEL LENGTH Mu IrTT Ri rmrFT F� LOB H_Z�L - �Q A - �4 - DIRELTTDN i j '. 3N j� 2DDQt4 = 0.085� 0. no, T_ �_0.090 OS�Al�S _Q L_ 0.30s, (A TYR. 1yo, "A. BE MIN. IS 4 �01,1 0 4, 2 OM- -TVACK fUTENIJEW T OVERLAP I I L WA11- jlvt ng MAX. tx L,,, BOILD OUT Uj Be DISTANCE TIP 1.00. EMBED f �,x 51 OVERLAP XL AT LEDO MIN, Emat D_ L TMPR UTCLOSUREDETAIL WLT S, 20-31543 ts 7�, ANCHOR SPACING SCHEDULE: i!AuGr PANELFASTENERF, 17.5'0.C. 74 PANFLs; @ "IN 31 e FOGE DISTANCE I ;I Jill = one MEMMEMEMEMMUMOKEMMMMMEW muffloffim"MEM Em ffim mom M1199HIRMORIN EM EMIMMIMMMIMMMM 9M MIMMMEMUMMEM FEB IMMMIllm 001 MARI )ES ANCHOR ME r ,P 'aw,? ... I,, '.- ,,A. "I I,, I.I` 'I - COHN TYPE cl L2 � CONH TYPE C1 C� C3 C4� CONN TYPE CI LZ :I D4 33 41 4q �a 72 16,9'00' 10.99 IZIVI 16 :: i6o" 7.$-- Ig, 8"0 I2S 16! 15.1111 EA� 1..V1 Us' PLO, %.0" 7x 7_51 LZ.5" 76-Y160" 16.0" 14.7" S.9.1 50' IR2� L4r7n Boll 12,S" 14j, 9.01, iff-a' I.J" 1.0 a k. ur I:M=, �3 41 48 SZ 72 IN BCD 33 TAPQfUP'CFA5,- 41 48 TZ 12,.5" 16.Vr 115!'16�0" 12X' 7;07' 12.5' 36,0'10a' 5.2". IZ,5" 160- 14.1� al� 5,6',' IZV' s: i'51 u.��L IO� 51' I L�v, 16.0.. 9�6!- 40,16.01 7.01 &4" 5.6, 1451 IZI,S" ISO" i6,0" 16.0'. a SAII ILE" 5.61 9.6" S'S" i2s, 1Z � S. 16.b 4,6.. 5.6! 10.0 102 12 " 1B.Cr, Ialal 14" 1.4 S;2�' =IIII 121T* 16.0, 9LI" =u. 1 11S, 91 12is AII 0.1. ms, 16001 9.11, 2:5" 16;0" 9 - I' ILL 12-s' 12S,, 16-07 S"" IN't 711D'. rVa.. EMBED 33 A�, 'PIN, I, mty�, 41, _W Bu�qiflci 54, TZ TKE IIS0 e,6" L4, 15151. 6 .0' 5 1. i2.s� I iL,5" 150' 7A" 12'.1 1z,511 4.8" 4 1� 6�25. 12.4' 4�0 kA 72�5-- IS.4..' 0' 54' 6;25" 12�3' �,7,. - CO� ]f 6,25. 123 4,01' - 4.7" �� 14,2" SS" 4.7- 0,2W' 0:3" 4 .7. 4 0., T' 4.7'� 4a` 525" 12-3!' 4,72' 4 W &�' T2 V ?f ,� If W In 0ax1 5,4 Mg. PC N uJ �i I Ed ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS N, BUT ONLY, WqES ED ek I a Ef9MILE'SPIPERS AND PRtS5PRaES INDICATE I D If-Ul'i'M ALLOWABLE ANCHOR SPACING. MAXIMUMAIL Z IN SPAN SCHEDULE SHALLAPPLY. 5 1�. EN OR CHED �D " PANEL F= R" . rHE "i"TING STRUCTURE M In T =.EnCN LOAD AT]EF"tT"H1�CNI1`DR EQUAL TO IN EGATI V E 0 E SM IN ATI! A EQUAI-TO "UTTER SPAIN SELECT Of NDFDON ISM MOUNTING DETAIL'B ON IONAVITH ALL MOUNTING EXTRUSIONS FASTENERSPAIIIINa TABLE VALUES FOR RECOMMENDATIONS, ASTM C90 BLOCk SCHEDULE STUCCO, FOAM, BRICK,,AND. OTHER VIALL R $HALLBE VERtFIEP BY OTHERS TO C ETT ANCHORS. N&ED� HEREIN SkALL 6E NkODEO TO CRAOJG Ly. 4. 'WH�'R�E�IS-nNOI�TR4q'Y,REISI��'QPQFRAWNGEXISTING�CONbITIOMMA ARY' 'FIELD PLY YV VERIFY THAT FASTENERS ARE INICADEQUATF W60D FRAMING MEM5ERS, NOT, WOOD� FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE,CLOSURE PIECES, D FRAMING, FASTENER SMALL BE LOCATED IN a EDI ABLE P09 WOOD I ILL -POINTS SOLID&SE-T & MASS BUSHING. IME I All TO D .. .. . :1 � I= HE ... WAII I. SIT ALI .11) ILM.O. OWMM"AKMNMFE 5�S STUCCO OR OtHERWALL FINISHES. 20-31543 IOTAbdiftABUEUSES� -,WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET� CD C_ Cn > Ld) 0 0 2 0 0 cn (D 0 0 LU 0 .0 116 U_ 4__ C) Cn E a) CU i C�_ !E 2n -0 %.+0- . C: _§-� U) W mi Cn CIO C� 0 L_ U) 0_ CL 0 0 C/) M LU 2 Z Z SHEET NO. SH 1.5 m tP- 377L) L4enoCtr hot LL C L 3326 (o t7 I I Bcv, -rRL R66o-i+ 5^�uar-e-. 011, 10 r d I In 3 x a N r) LO LO 0 cn 0 a 0 J 00 M O I N a M M Lf l 21 0 Cr -O 0 O 0 w M Lo I LO owl oInkULTA FAAN • 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 AIC Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M, Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT, Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or 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 KNVALL 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 Tvp. Typical DISP or Disp. Disposal MIN or Min Minimum UC oiY _ Unde+ Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) OTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or 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. Warr Heater FBC Florida Building Code PLNT SHLF or Plt. Sh, Plant Shelf WIC or W.I.C. V .4-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. NJ Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150—C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. 0 IF 3326 Al B 1 KLM S NI INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FLOOR PLAN _ T 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 HVAC PLAN 6 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1` SECTIONS & DETAILS D2 SECTIONS & DETAILS D3 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER` PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed co Professionals clear information. Every attempt has been made to i prevent error. The Builder and all subcontractors are required to ,r 1 review all the information contained in these documents, prior to Al 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 ` ' �-3 information found in these documents. Any questions regarding vl v) 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 Gam/' advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the .►� � agreement. 3 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. 11— _.6 MIL per. R S ; ®. n ,. N,. U ?; U Rt 92 1 1 , w � E SL (- M 0 0 -5 0 '. 41 =- cy > f�.. &+- L!. N 0 N N N _.° .. 'Ti i E fi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W � vE c�h 4 co, 8 8 N r__ �! o N Y N W LLJ LL Q '> u-) cD N * W M �No LL a a. Q r M cr Y LL LL a- � 0 0 LLI C� 0 a Z Z N M X Lo C) �� Z pULL W oao v M � 2 N M o � o Q- N t V � Z a tCS w W W° LLI N A r-- in � U c r— E ® LLi J C, 0_1 W ®0 N � S III o M M ¢ p w Z ¢ E8 E Uo =a wo Q� =© oo F- ¢o xg Q �o — E O 04 K a o ¢o o d Z L V) _ ¢ o o' �m m O z � �w aw go U o < <o a u w 4G oz =3 o'o wF �o dIm za 3 00 _ > d' LOrn '0 a 00 YM o Y 0 m W r QI 0 N �o CV CN N LO N ai E w 00 d Z Z E 0 N E m c a.0 � Q 0 J JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. C S C14 L0 LO 00 CD C14 C) 16. 00 00 CN �2 Lr) L0 Cr 00 C) C14 CD 0`1 LO IV, Cn :9 0 CL. E E 01 LZ f2 -0. 0 C) 9 0 LZ a. C) 9 b ,It He TYP @ 2 STORY TYP @ 1 STORY FHANSON BOX - DRYER VTE @ 36" AFF 7 )A T VERIFY METER LOCATION WITH BUILDER 16-0" T H.B. 9 60 AILU I I I III I I I I I I I 1 11111111111 11P111 111=17. 3'-0" X 00 to SHEARWALL 1 5 0 \,D2_) 0 CAFE - (6 1 C N 00 8'-8" CLG. to �S3) 0 CARPET Sim. (3) 2x4 #2 SYP F- STUDS W/ L DTT2Z @ BASE 18'-4" 711 III 11111111111111111L 9 00 00 - Ig A -1-2-!�-D=E-P, --a- U, Lu i u U, 1868-"ns, < H1> Mr W.H. 00 cc 01-�8 00 MI - - - - - - - - - - - - - VERIFY LOCATION ELECTRICAL PANEL -BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC PANTRY. 0 0 C 0 C 0 < \,,13 uJ 20'-8" r =12 + SH. , - -. 00 AV- L 8'-8' AT-C Fr" OeT. VY On LAUN. �l ! co 84'. -V 11 TI�E H DR - - - - - - 0 33 R F. 19'-4-1 Al 8"- &D H 1 L I ---- 1116 I -1 61 15 3'-11" -17 L CW4 co _72 2" 1 La Z-qfl� C0 co 9 �2 TYP @ STORY rA LO 7 AV_ GREAT ROOM 8'-8" CLG. CARPET 21 '-0" it K ITCHEN 8"-8" I CLG. TILIE . 0 . .. 4�4 �SW 1 GYP. -SIX. -7' 12 -4-SFr--7 1112" DEEP 0? Lu (3) 2x4 #2 SPF > W/ DTT2Z @ 0 BASE 0 r, coo 2 CAR GARAGE 8'-8" CLG AFF L - - - - - - - - - - - - - 16'-8" 1 4'-0" I CD 7 7 -77 7 - 7-- 7 7 I IIA D.W. I 0 [Eli L? 7 z Cn 0 z C 7 7 W-- 4 a-F,' C oq o? LO cc D S3 CD ..r9 LO 3 2 17'-0" 3068 6-7 3-4".- 7-0" IENTRY 8'-8" CLG AFF a 9 u') 191-01, (3) 2x4 #2 SYP - d (3) 2x4 #2 SYP STUDS W/ 9 STUDS W/ DTT2Z @ BASE DTT2Z @ BASE LUMBING i.� I LINE TO SECOND 01 FHDRAT8 1OOR R&S 2868 1 IR.A.G] - - - - - - - 01, L 1! - JPLIFT _1 1 64" 3-41, �'-J I n '-7- FOYER 8'-8" CLG. 11-01, 6" -- - - - - - - - - - - - - - - - HDR AT 8'-0 " - - - - 91-11, - r d I C� I N I I ' �N 1 MB = = , C� LO - TILEi 1 1 1 111 11 N DRIAT E-'-O" 3 1-01, --- !T8. - - - - - R&S - - - - - - - - - 8-4- - 9 F- A:� PAD r CIA OWNER'S SUITE �3 8'-8" CLG. CARPET Sim. -- 9 SIM. F- SHEARWALL rC z mui H3 - 2068 W 00 Z 04 60" X 36" -7- SHOWER 0 FIBERGLASS SURROUND I -77 -0. B H 18'4,� CL6. 51. 1 761 r-. 1 cr I. C. 18'-8" CLG. CARPET 00 co t- N 2668 I I I 0a o? C14 FLEX 8'-8" CLG. CARPET 8" 10'-5" 9 ;;t oc (C - 0 A c\ TP 5068 BF BEDROOM 2 8'-8" CLG. CARPET 12'-0" U) mco U)uJ USIX N0 ui z 0? - UN00 X:U) U)Ui U�m 640 W L OPADI Cl? C"! 4 - I - I T 5-SH -R-&s IBERGLASS URROUND Hill 1111111111111911111*1111111111111111 111111 0\00 I I I I I I I I I I I I I I I 101111111 11110 111111111JI11111 7W71111*1 HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184X254 S.H. 13 20X38J 18JX371 S.H. 14 20 X 50 J 184X50 S.H. 15 20 X 63 184X621 S.H. 16 20 X 72 184X714 S.H. 11-12 27 1/4 X 26 26 X 25 -1 2 S.H. 11-13 27 1/4 X 38 -83 26 x 37 1 S.H. 27 J X 50!i 8 26 x 50 H. 11-15 27 17 X 63 26 X 62 1/2 S.H, 11-16 27JX72 26 X 71 1/2 S.H. 22 37 J X 26 367'X251/2 S.H. 23 37 J X 38 J 36 -1 X 37 3/4 2 S.H. 24 37 J X 50 J 364 X 50 S.H. 25 37JX63 36 -21 X 62 112 S.H. 26 37 J X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73-2'WIDE S.H. 32 54 X 26 52JX25J S.H. 54 X 38 52-IX37-1 2 4 S.H. 34 54 X 501 52 X 50 35 54 X 63 52JX62J S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Open ing/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent, • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507,2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 -32.2 B +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE S r.H E S N SHEET SE N SHEET 9 PH 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 WALL LEGEND MASONRY HGT. @ 9-4- A.F.F. TYP. 2x FRAME WALL U I: I I' I � I' I' I' I I' I' I' I' I' I' I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR AREA TABULATION "Al" FIRST FLOOR LIVING 1816 1510 H.B. TYP @ 1 STORY 25-SH TYP @ 2 STORY LIVING TOTAL 3326 40'-11 21 '-1 GARAGE 453 62�-Q" ENTRY 37 TOTAL AREA 3816 FIRST FLOOR PLAN - ELEV-Al SCALE: N'=V-0" SECOND FLOOR LIVING PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFTFACED (GARAGE / LIVING) W �c > .1-1 25 0 C14 C 0 4-C- V, 6 < 5 C- M 0 0 > C'4 04 % To the best of the Engineet'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. C) ur) W 1� 00 E 8. 5 OD C5 1.31 z; *, LT 0 oo a) L-d op V) . LU c/5 r-- r,� Lu a- N o LL a. M U_ LL (L W z 0 13 0 0 2mg 01�-w W 0 M < W IL=300rca�. Z IL U) co -J 04 a to Z X Ln 0 C14 C . 1) . < 6,0 z W (D M V M C� C) --M =X� E3 V) W (1) 2 4--J LU J 0 L-U V) (n E C) 0 W W < 0 c:> co C1> z ce E 0 E C6 a 0 0 s 0 0 z E <- rL wz to Cn C: 0 0 z C: 05 U) 1z CL 23 �2, w < CD z co 0 C > LO LO < CU CL 00 co 0 :3 C:) 0 U) 0 (Qo M < 4-0 0 04 1 M 04 a C) (0 CN Q 0) M CN LO cle) Q T-- E E 00 04 0 z ca z z E 10 to 0 0 10 < JOB NO: 22-02388 SCALE : AS NCITED_ SHEET NO. 1.0 C71 -W ED 0 -2 00 00 00 1") C14 CD CID C-4 rn rn LO LO :19 72 00 C�- rn C14 LO 21 �12 E E q,. LZ E 0 CL C 13 0 q 4) tz: C14 C'4 8 C3 Cn '3'0" 36-0" T-8" 9'-2" 26-10" r3 3 �, �2 0A D2 < H1 25- H 4) EGRt SS d C? d 60 3-4- 2 2 C.0 BEDRO M 6 8'-0" FLAT C LG. CARPET N 16 LOFT G) I r Ifo 8'-0" FLAT CLG. T-7" 4'-1 T-9" 14 z CARPET 00 o? -- 13 C14 5068 L - - - - - - BF 00 9 C\1 CD - - - - - R&S A 04 8 - - - - - - 4) 6 - - - - - - +42"HAL WALL A/C CHASE 4 3'-721" 9 7',l 13'-7 (0 a (2)26561 31�22 2668 R&S z 2068 �,CCE4 0- Lu LU Z LU I.C. U) 7!&1 22"W x 30"H MIN. U) Cl) 8'-0" FLAT CLG. Ca (0 G.T. ATTIC ACCESS CARPET (THROUGH WALL) 00 co 00 (0 CD Co CD BA. 3 U- M 00 L? U) I CD �0 C14 00 8'-0" CLC-. 06 1 LO 54" 2-4" 4'421" 11-4- Z-41. 111--8" I--: i TB @ C0 d d L? 00 CHASE muo, TPQ uJ Co BEDROOM 4 I BEDROOM 3 BEDRO M 5 8'-0" FLAT CLG. lu- 1 1 8'-0" FLAT CLG. 8'-0" FLAT CLG. co CARPET 00 I U) CARPET CARPIT 0 3 (0 F BERGLASS D2 RROUND 25-SH EGFESS 25- EGFESS 4) SH 0 (:�) <�> e 17'-8" 16'-2" '0 43'-8" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FILITCH PLATE (2) - 2XII 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 <e>(2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-01. 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.- THIS IS ONL Y USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25i S.H. 13 20 X 38 J 18 4X 37 J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 1H2 27 1/4 X 26 26X25J S.H. 27 1/4 X 38 J 26 x 37 1 S.H. 27 J X 50 J 26 x 50 S.H. 27 4 X 63 26 X 62 1/2 S.H. 27 J X 72 26 X 71 1/2 22 37JX26 36 7' X 25 1/2 S.H. 23 37JX38i 36JX37 3/4 S.H. 24 37JX50i 364X50 S.H. 25 37JX63 36 2' X 62 1/2 S.H. 26 37JX72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 J 52 4X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 17 X 62 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Open ing/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. 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. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" "A +29.7 -32.2 2m�� +29.7 / -39.7 +28.3 -30.8 (d) +28.3 / -37.0 +26.6 -29.1 1 IZ. +26.6 / -33.5 G SEESNSHEET SEE SN SHEET 40 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 WALLLEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL I'l BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED SECOND FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED SCALE: Y4"=1'-O" I (GARAGE / LIVING) > -6-1 0 0 t- 0 CY) 0 N X LL 0 ca (::),/,Cu CY-7V (1) ax4a C: C: 0 Q > >1 0, a -0 ry C7. '0 C: > > (I. 0 UJ\ C14 2 CI), w To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Plodda Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, CD LO r- E C) Co 8 C-4 Col C� - �? r7' C:, CO 0 2 - 0 z C? in * LU ct) -J L� LL 'L ac) 7 Cn LL (L w W 0 z 0 0 0 W 8, M -M W Cl) < < co -J IL L0 Cl) z W 0 IL C14 < 6 L) d 0 -J W z W (D !�2 E3 U) V) Ora U-1 �c 0 C) Cq C) E < Co Lo 0 Or) C�> co z zz < LL. E z< E 8 Z, 00 z C1 E 2,) 0 P� � 8 �< z 11 � 0 -z C14 wo X. CO < 0 0 z z 2'. C, z z 0z CL 0. W U g < C> QD W < 0 2 C:) -5 I 1,4 r1r 3 LO 6 CM < 00 04 0 N 0 0 0 r%l 0 04 C\1 C:) (.0 C'-4 M L0 a) E .2:, E 00 0 z cc z E C E 0 0 �0 16 < 4) JOB NO: 22-02388 SCALE : AS NOTED_ SHEE7 NO. 3 x ¢ N M Ln v cn 0 0 N O J 00 N O I Q N M rra In 0 0 N 00 110 J N 0 LO V C Cr �v L 3 ¢ N N d E 0 0 J y Li O U 0 N I Y i 0 J a� EZ cq r 0 N N N N 0 CM Q m 0 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR CALCUTIONS., TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING rIN CONT. HANDRAIL RETURN TO_ i WALL DETAIL. (:AjSCA TNEL S..- 3/4" PLYWOOD DECKING STAIR SECTION. SCALE: 1 /2"= V-0 Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 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, 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. In T I VARIES, 2" LESS THAN CABINETS BELOW OP 60 O M MIRROR O. BATH KITCHEN ISLAND BATH 2 M O CV 00 00 O M OPT. REF.L---4 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD —0 Z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. rz TOILET TOWEL BAR n L a / ON BATHROOM WALL MEDICINE I ('_ SHWR. CABINET 00 '" _ C VALVES - W - TOILET = - 1 SOAP PAPER CO o DISH U 6 HOLDERNt 1 9 CO U- U- d 1 Z Z p > (V > O LT M M M M M 1 N B FIN. FLR. BATHROOMS. SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 00 00 O C0 9 M O ch i" 80 MIRROR 0 r, 0 i0 9 c'M BATH 3 KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 00 j U- LO a C° 0 2x } U? o0 FRAMING SIZ r F' M CO 1 /2" GYP M BOARD — N. FLR. r _ 2x P.T. SHELVING CABINETS - 1 1-211 0 0 0 r CY) N CV N FIN. FLR. t0 1 00 b o0 1 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"= V-0" '0 > \, �o 0 c®s = c i< M., o M F a >- � g--0 : M, � 2 CU >>�� N N CN CV O 3, u a_ -" E !: r 1 } To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7lh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � n W v EE 00a 0 M N LL � _ J O 7 W ID Xk LL W LL W a U)NMI X 0 W o 'm C� co W O �2pjO' a ¢ < 0 Z N M Z 2 LD O ILW _ pUU�N ❑❑❑ W C, C, 0 0 g N Z g d N U) E3 N z v � o LL N OLU N, N •,� ® wM L U N c a' 0 Q�o Ila o w Cl) tM ¢ Zo Z < U- oE z o p > a o o E V <=cri w� F— @ xoo a 0o O� O E N z <p aZ rw m:E - go 4 10 0� aW J Z < d 2 Z man 12,N o9 az �w C-3 ao r- �j J �2 SF. MillO a .0O = ;n > ^ L , °i m ~ 00 CO N = CO N O V) m rn Q N IO N NN 7 dLO N Qr Cy') m N 00 o Z Z E O 1° c a E Tc U � Q p � JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 2.0 b b 3 v x a M LCJ v 0 a ao 0 N 0 J 00 N NO Q (O M r.� L v rn 00 O 00 00 N O I LO L v rn N rn c 0 4 Q N N N v a E F�— N E L v c N J N N 0 C V N U a� 0 d U d L N I Y c 0 v 01 0 LZ 0 N N ui c O a CV N N N ci 0 Q m 0 00 1" x 4" SMOOTH TEXTURED TRIM / BAND— T.O.P. HDR HGT. 1 r-0'r 18" X 60" SHUTTER EXTERIOR PLASTER ON FRAME--� 12 5� 25 SH FLASHING - 2nd FIN. FLR. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEEL — — — — ------ T.O.M. zp CJ / WEEP HDRHGT---- fF1 00 TEXTURED CEMENTITIOUS FINISH ON C.M.U. I. SH 25 SH FIN FLR 1/2 34SH 8" X 48" SHUTTER 25 SH 12 zz::::�5 CJ / WEEP SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ----- T 1'-01, --- F16 1" x 10" SMOOTH TEXTURED TRIM / BAND i TEXTURED CEMENTITIOUS FINISH ON CMU F1 F1 F1 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - ' OFFRIDGE VENT FRONT ELEVATION - Al 12 �5 12' RIDGE VENT SCALE: 1 /4"=1'-0" ------------- T �, - - - ------------------------�----------------------------------------------------2nd FIN. FLR. 00 -------------------------------- I ------FIN FLR LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 0 A x �aM1 ''i CD a) a) -y E .0 O O __ LL > O a. W N CV 0 N N N e,Q'te^ h F r: Y 4� � 61 t'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. NCD W Q v E OO M 8 Wv r N -o 0 rn r-- ['� fA 6aNiov LL W a a he Q J LL it co W >7 Z L Zza I 0 (0 ot Z % x O W co . Z N m Z us a W Lo 0 Z p V U � y W 0 0 co z Imo. d to z � o �1' LL T Ch D10-) Ilk c� J winW t $ ?e C) o C O iu 00 r co w M w o z U- p O a Wiz' z S z® o a tco x� U 00 O� O N dr- WZ o ¢z wz r� LL - y wo mo Z, y <Z Z. � o� zz z go CQ a0' Z (, i u1 ao oLL =F r- J< O } O CD W" a � zl¢ O O in L / O — 00 N Y V / M m Q 0 N N O CD Ltd CMN N CIOQ � T w N 00 = 0 M z E 10 `m o a E -o ai o U Q p c J JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. 3.1