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HomeMy WebLinkAbout6237 Back Forty Loop�z� 7 �� ���� /.DOP ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ROOF O/H DETAI L �a -�_n 9 NOy T USED ,flsi� ELEV AT 18'-0" _ SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" _ 4 SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR CEILING 6" PAINTED RAISED TRIM BAND 6" PAINTED RAISED � TRIM BAND � ELEV AT 0'-0" _ , FIRST FLOOR FF FRONT ELEVATION A 12 5 �r ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL PROOF O/H DETAIL 0 6" PAINTED RAISED TRIM BAND i� 2" " GARAGE DOOR TRIM DETAIL 10,���_ NGLE ROOF 12 I�� 5 7 WINDOW�TRIM DETAIL a � n M TRIM BAND 11 WINDOW DETAIL _ is _ 12 5 PAINTED RAISED TRIM BAND CORED LINES PAINTED RAISED TRIM BAND 4" _ 6" 21b. 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C.J. 3'-0" 6'-4" 10'-0" 10'-8" 10'-0" 6'-4" _ _ ELEV AT 10'-0" _ _ _ _ _ _ _ _ _ _ _ A5 SECOND FLOOR FF - � �-- 1 `�- - 12 4 � � ELEV AT 8'-8" DRIP "V" WEEP r 12" PAINTED RAISED DRIJP VOSCREED FIRST FLOOR CEILING SCREED 5/8" STUCCO SCREED OVER CMU ❑ ❑ � 5/8 STUCCO ❑ ❑ ❑ OVER GMU �� - PAINTED METAL - - - - - - - - - - _ _ _ - _ _ _ - � _ — GARAGE DOOR ELEV AT 0'-0" FIRST FLOOR FF MAR � 5 202 � ARIGHT ELEVATION A —— — �, -� filuuinuuniuuii,;ruul .i11m11�■i■�■�■i■��1111�11�... .i11�111�111�1■111m111�11111.,._ .111�I�IIIn�l11�11111mlllmlll�lnllimlll.,_ _.�.,.�i��i�l���i�l��n�l��ml���i�l��ln�l���i�l��ml��m�.;� I�II��III�I■1�1�I■111�11��11111�III�III�IIImlllml11�1�111�11.� , • • � •�- • - �• -� �> ■ � � � � � � � � • � •�- . � IGIi111■I■1■1■I■1 .� == •�- � • • ■ ,I - •�- � REAR ELEVATION A 4' OFF RIDGE VENT Virtual Review Assist, Inc. roved 6 SHINGLE ROOF Plans Review completed and app A5 12 for compliance with the 2020 fBC 7th Edition 12 Y Dehra Anne Klahr PX2300 IJ � ELEV AT 18'-0" _ SECOND FLOOR CEILING I I z �I� I I I � =1 7/8° sTucco I I � � OVER FRAME I I ti NJI �I I c.J. C.J. - C.J. c.J. �•J• 12 3'-4" 8'-8" 8'-8" 8'-8" 8'-8" 3'-4" ELEV AT 10'-0" _ 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 _ — SECOND FLOOR FF 4 �_ f L ��` ��- —� ELEV AT 8'-8" WEEP FIRST FLOOR CEILING 2'-0" SCREED 5/8" STUCCO OVERCMU� CASING BEAD W/ WEEPS 0o OVER FLASHING ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIRST FLOOR FF LEFT ELEVATION A 5/8" SMOOTH STUCCO OVER CMU Y ® a+� P V+� ¢F1 O � ^ pp ri�i ApfreQ �� LLi � .v �� `Uy �� f �.i � r "� , .; � I �; �,,� ��, e �.'�'� �a 9 � � n�T� `� ' ?� �� }'T� W �� ` `` r � 3. 2 w 0 z to � N � - N �L � O 0 N � 7 } M � � � L � �� ��_ W moo o �o �g 0 a •nN` Z ��� �� � W QN � � W L 0 � �r�a .� � -RAISED TRIM BAND ❑w � Wow W �� � � �q��z� - - - � Cri w ��i��O����U0��0 Q Q V ��o z�LL�z��o�¢Q � I— � Owa�OwOww���Z�� J O Z ¢QQpwQ�zwzO��a� LL OW �E-H gwp Q O� � � OQQ�Q LLQ O � � 0 0 Zw O� � � ti FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION ,SECTION R703.4. AND R903.2 APPROVED CORRO ION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORPOSION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECT{NG WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE /UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) -RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) -RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) O � � M O Q � M � ���ti E-��M <� a � 00 Z U �-- LI,IZ W o J � d' ;�� I � I O O N O O 0 N 0 o N 0 N 0 N N N O � � O O � N r O N i i O z O r � O O O I.� N�' W o 0 0 0 0 � r N M �T � i i M� W � }~ ZZ }� O w Qw Z O V boo VU� � O �Zj o�� Z a�a � � F— �WQ �""� � � � w (V �� �= N � z0 o� Ll.l � � � � (� w w Z az �z -� Q � � � OU � MMO W Z Q z z w J L1J 0 Q LAST PLOT DATE o " • z � December 14, 2022 EXTERIOR '= ELEVATIONS A I� Cl�r1Al AIChT ELEC METER — — — — — — J FIRST FLOOR ELECTRICAL PLAN (ELEVATION A ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS -WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFL►CTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12"AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES &DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BEAT 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 CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A. F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights &outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAI N C� 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Gu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200AMP ELECTRICAL RISER DIAGRAM Mp,R 2 � 20ti3 V irtual Review Assist. � ae. oved Plans Review completed and om Hance with the 2fl20 FBC 7th Edition i°r c phY pehra Anne Klahr P}123fl0 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH m T SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET i+� TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz_ �� S SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" -TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION &TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" -WIRE FOR CABLE &SATELLITE STRUCTURED WIRE OUTLET � SWITCH AT 36" � 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER � DIMMER SWITCH AT 36" � PUSH-BUTTON DOORBELL �A - CLG MNT LT FIXTURE �} CLG MNT PREWIRE -FIXTURE BY OWNER �}- SURFACE MNT FIXTURE {i} WALL MNT FIXTURE NOTE: C TUB SHOWERND OPALEX - CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF C APPROVED BY C 50W MR16 4" LOW VOLTAGE .OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o � 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL �} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR =U-18� UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP = D-36 � DOUBLE 36" FLUOR STRIP S-48 � SINGLE 48" FLUOR STRIP D-48 � DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT �24�1 24" VANITY LIGHTING �36� 36" VANITY LIGHTING �48� 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER CHIMES (DELETE W/ INTERCOM) � MASTER STATION �i.J ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR � A/C REGISTER (TJ THERMOSTAT SECURITY PAD 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. N N 0 N :,�- 7 y f t - '° WA � - �y � � aoo �. ' pn � ,.� s �a � tn, � { � .� � � e s!"a '� _7 yt � e r u � '� >�p .,a, f.�C i�q �, Q z fR¢.'. C � �� � a � $ p f �' i4� � � 9 � `�`� - w 0 z Q W L 'L � � U 0 � � m M � N � t W � M L M � o0 � � �� 0 �= °".� �Q -s ��.� }� •^N^ll � W QN � V � � � a � IC� W � UI W �u.i Uj WO~ ��' � � �¢~z� ���J�p����V0��0 Q a � � � �°o z���z�ao�QQ ocn��ozo�oomzz o (n � Z �Od�zYwpZZ�p�iQO�� ¢�wOg��-gwp�UOq u_¢ O �¢� O z W O� � � ti 01..=M0 a�"'� � � ti F-��M � � � � ,.ZV� Z W o J � d' I I i I i I O O � o N 0 N o N O N N N � � � N T N i i O Z o � � o o I I O N� W o 0 0 0 0 l I r N M d' LL7 I I M� (�f _ r } ~ zZ �/V Oaw '� W Z O U WOO VU� � � O �zj o�� Q Z a�a � � � �WQ rl � ��w c'V � � (V � zoo ■ ■ W � ��� � � z�� Z (� aZu_ � Q �z �� � OU O� m � z Q z z w W 0 Q LAST PLOT DATE O • December 14. 2022 z � 1ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (A & B ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED ,'�T OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS -WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12"AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES &DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BEAT 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 CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED gY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.1. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. MAR 2 5 2023 Virtual Review Assist. Inc- roved Plans Review completed and app for compliance with the 2020 FOC 7th Edition by Debra Anne I(lahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1 /2" DOOR JAMB DUPLEX OUTLET i+�i TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL io Z �— S �� SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS Cr 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" -TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION &TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" -WIRE FOR CABLE &SATELLITE STRUCTURED WIRE OUTLET -�— SWITCH AT 36" -� 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" � PUSH BUTTON FOR GARAGE DOOR OPENER � DIMMER SWITCH AT 36" � PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -{�- CLG MNT PREWIRE -FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -�}- WALL MNT FIXTURE NOTE: C OPALEX - TUB SHOWERND CANS MAY BE 4� C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE .OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -�} CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18� SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP = D-36 � DOUBLE 36" FLUOR STRIP c S-48— SINGLE 48" FLUOR STRIP c D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT �24� 24" VANITY LIGHTING � 36 � 36" VANITY LIGHTING F�48� 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND L 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER CHIMES (DELETE W/ INTERCOM) � MASTER STATION � ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER C THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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December 14, 2022 z � 2ND FLOOR ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 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, 4CQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHF,LL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIGNS 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 SIDES) 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 &ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN 1.2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2.2. ACI 530-16, ASCE 5/TMS 402-16 &ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNtD 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. S. 1ST FLOOR SUPERIMPOSED LOAD : 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS : 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS : 12 PSF 2. 1.7. BALCONIES &DECKS : 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD : 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD : 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS 2.2. 1. 51DEWALK AND DRIVEWAY LOAD : 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS : 40 PSF 2.2. 4. BALCONY AND DECKS : 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS : 40 PSF 2.2. 6. SLEEPING ROOMS : 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM : 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM : 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A RA L A D A MULTANEOUS LOAD HORIZONTAL LOAD OF 50 PLF ON THE GUARD I N SI 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 FBC 7TH EDITION (2020), 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 7-16 2.5, DEFLECTIONS 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3. 1. LOAD FACTOR DESIGN 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS 3.3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR TOTAL DL +FLOOR LL + ROOF LL TOTAL DL +FLOOR LL + WL TOTAL DL + WL 3. 3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS 3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4. 1. REINFORCING STEEL 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4. 1. 2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #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 1/2" GROUT FILLED MASONRY : 3/4" 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 (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO C0.ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS &DRIVEWAYS) 3 1/2" MIN. THICKNESS W/MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY 4.3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3. 3. ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED W/CONCRETE IN ALL STEM WALLS. 4.3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. 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 1-2007, BCSI 4.4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL.LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK 4.4. 10. INSTALLATION OF EXTERIOR LATHING &FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS : ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE :ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING :ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS :ASTM A325 MACHINE BOLTS :GALVANIZED ASTM A307 4.5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5. 3. NAILS SHALL CONSIST OF :COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5. 7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4. 6. MICRO -LAM LUMBER: 4.6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PS1 Fc = 500 PSI (PERPENDICULAR} Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7• 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7. 4. STEEL TUBING: ASTM A500, GRADE B. 4.7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4. 8. SOIL: 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 FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95%MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW • Borate / Boracore treated lumber • Soil Chemical Barrier Method • Other treatment -Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between, wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 -Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 -Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 -Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 -Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpo�r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 -Soil treatment must be appplied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in .accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 -After all work is completed, loose wood and fill must be removed from below and within 1'-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 R301) INTERNAL PRESSURE COEFFICIENT= +�- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENTAND CLADDING) WORST CASE (10 SF -END ZONE) #END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 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" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN `JERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". 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. MAR 2 5 2023 Virtual Review Assist, Inc, Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 :mow ® ,e�?^ ,�� CV ' � A ,:�> 9 � I � '°'egg es+, rN.. ��.� R 1 1' -7 ^ } 1 � ''' 00 � �. s ,_ ��,,.� Vie' ®_ �, W " O W 0 Z Q nNt � W � N I � �''> ^ ai N M 1*� w � � V? V ��_�',= M •L = O � � o _O o �} � W� a a •Vi � W � in � Q� nn`` TW L � s= � .� v � � � a '� W � Ur LJJ � LLl rn W Q � I-Q � � tY�~z� o:�� Q Q � U [= J�O���tLU0��0 j0� Z�Ii�Z���HQQ orn��oZo�oomZ - z � Q O W W W � � d � W W rn �' Q Q�QO W Q�Z W Z��O�pa. � J LL OW �~f- �Wz o� o � oQ qQ Q �Q O �QtL O Z W Off_ ti 0 'I� I-- M O a�M� � � � � - W � I-��C_� Q � !ZUI- Wz� W 0 J O J I I I I I 1 I I I 1 O o 0 0 0 0 0 0 /�\ N ` N N [♦lire) O � O N O � O o r � T � O I 1 i 1 I 1 z O N� W o 0 0 0 l I I � � �i ri � i 1 1 M� � }~ Z w Z aW ♦� �� w Z O U �00 UV� ^ �.i �Zj � O OWo � Z ��d �- � � ��Q pWp � W N � ono N � �o� w � ��� O Q O %■ �' O V gW� z z z a � Z �� U � O O Z z W J W O O LAST PLOT DATE � .. Z O STRUCTURAL DETAILS THIS DETAIL. �N..Y RFEI� TO THE CIAMOND-M'EH EXPAI'�DED ��1E1-AL LATH ATTACHMENT. f'�ETAL. LATH �1A.LL SH E'�A°THI NO II ��,. II II . I (-�« . I.�.. � .. III .. , _ it II 1SG�Ax1-1'�' LOICa (,314'"-1" OROWNI . I �: �' :11 .. I LES , "� O,C. VERT IEYEEN I I�� ? �. t _ I i `•° 1�SGAs�"I-1/�' LCt (3'l�n11N ST��,�P ,' �n .�TU%�'S (ISO. ED TI�US;--) OFFSET I I i I I I ROWN) .�T�PLES S `AP'LES BETWEEN STUDS AS WN-----®---..-..-�I - O.C, !/EFT IITC STUDS fCTI=13 THUS.) I�'I ETA L LAT ATTAC � M E NT D ETA � L REV'. Ct.�4.21 SCALE: {4" = 1°-" DETAIL EXCEECS THE REQUIREMENTS FOR FISCR 74�.7. LATH* 'ONLY APPLIES TO LENNAR TPAtJAX'* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1"CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS I� 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 4$llyl STUB -OUT FOR "' GAS METER C — 0 CV H C G C C O a �- 1'-0° o o � � U 0 x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS} - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIUPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS *' TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). **SOUTHERN YELLOW PINE, 55 PSF LOADING w J Q c� ROOF DIAPHRAGM NAILING SCHEDULE RII�C;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + -�. 1 + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + + + + + 4'-0" + + 9l�. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + ++ +++ +++++++++ + C?� — 15/32" CDX PLYWOOD OR 7116" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH . 2-3/8 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI�Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x —lumber Double 2 x —lumber DOUBLE JOIST CONSTRUCTION (Nat required if both loaded equally from above) k Filler blocking ° 1/8"gap ° k ,. ,� FILL CELL BOND BEAM STEP #5 CONT, FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" a m x. � 4 max. Clinch nails when possible ,� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit � 3) Leave 1l8"gap between top of filler blocking and bottom. of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". -Hangers with sides not containing WEB STI F F E N E R top flange ofjoist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.s. -Under 2nd floor column w/loads N.T.S. SQUASH BLOCKS AT INTERIOR BEADING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1/16" code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. � nail each side at bearing. Squash block / (2x4 minimum) �/ Bearing wall, Versa -Lam LVL or Glulam Beam � NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking l lsa 3" findl Haile at R" nr._ higher than 15001b. , BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer 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 �When joists meet over wall, provide 1 ` 1 3/4"minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �'/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) ❑ -� 6�� A 1Yz°ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz° THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' 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 BYTHE 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12"wide min.) Nail with 10-10d nails. \Install tight to top flange. � \ ���\\\\� Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I —JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 5/8">D THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. • ' LOCATION OF �� SECOND H10A SIMPSON H10A °'° (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a ° d d i I° ° a°. ..a .�.�� ��III, III —ill —III —II ° � d, d, d. O I—III—I�IiT, 1 III ' -I —_III—I— a �—III—I � I- ° � ' I i—III— ' I I ' . —III—i I 11I-11I-11I-11I-11I ..III-111 _ _ _.�_ FINISH GRADE '' -I11— I I III_ SLEEVE THRU STEMS ° .�� ° v. °: a. � SEE PLAN FOR °• a .. . a . • ° ° FOUNDATION INFO ° ° STEM FOUNDATION GRADE REINF. SEE PLAN d a ���.�� . ° �—I,��III���III—� fv� �rlN,ac 4 rv�., SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. � i� IT J � L__� i�-- SEE FND. PLN. —_, SIZE &REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE I �a . � . SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE �-----�. d—�.--.d-- °°. °/ as 11=III=III=11 ` 11=III=III: " I I �—_III—� `\. � ° a � �—_III—_� I I- I— —_ I �,1�1�1�= �� o � ° °��—I�IIII�, II� II_ � ° i II MAR 2 � ���� �� ��-�----,�. �� SEE FND. PLN. SIZE &REINF. Virtual Review Assist. Inc. plans Review completed and approved - tor compliance with the 2D2D FBC 7th Ediin� � by Debra Anne Klahr PX23Q0 N N ,a' - - � �. N � � =a � ��;� - � R,s�� t.5 r E' 4ni 1.,. �� � O Q7 � J c �., 1 P"�z f ;, . t j ells e c � Y �, � � �•�yL lY. wm) _ "gg' ! ( ,? �� Z.d 9 `�''�, � � . .9 a. '�*� G- a ',3 Q - . �p'< ;: .� W Z Q �1N` W � � N 0 W L � u Q � �' M� m � N N V � O� � m �_ A, YI � L' = o C �� s� } � O o D Q 'O �, � N � w O QN . C � n ` OQ M pJ 7W� }L� 0 �� �� V V � � a � IC� � � LU w °� w `J wa�a�~p Q!Oj� J�p���LLV0��0 ° J — x � O � Q H � 0 ��°�do"o�oom°Z�cQi JOa�ZYOZZLLp`QO�� (n � Z ¢OwO���_gwp�V°a � O� ° pQZ tLQ O H¢It O O N Z OW �_ (� O 0 � M O � J � � � � ti Lid I—f'r�M �' � QO ZV� Wz� W � J � I I I I I I I 0 o a o � N N O O � O � l"- � T � O I 1 I 1 Z O N� W o 0 0 0� I I I � � N M � I � 00 � }� zZ �--' -�--+ O W aW z 0 O V � 0 UV� � o gW> o Q z � � � W�� � a N � ��w fV � O Zo= ■ � W Q � O �H� aW°� � U aZ" z Q � Z H� O"J � MM0 W Z � Q z W J �i/ O LAST PLOT DATE Q .. z � STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1,1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:1? OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2"HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE. (OR 5/8" .N.O. GYP. TYPE "X" @GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) ix4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. �' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1,4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE �� � , r ' � ° D °° � M �- III=1 � 1=1 I � - o, `� 6 MIL VAPOR I � II o I —I I=- T I BARRIER III ,� �° 4 I I II � I � ®� 11= N COMP. SOIL. IIII � (COMPACTED TO 95% =I I I I =III —III 11= MODIFIED PROCTOR III I I III —I 11=1I I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3"CHAIRS TYP. 1'-4" (1 STORY} STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS /DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �' z TM � III .I 11=III=III .. �' �.. =:: a I I I=1 11= �I ' =1 I I —III —I I —III—III .:'d; ,. •' .. a:.. 4 — _ � I �—III —III—I ,a •, �.• ' ��. III-1 I=1I_I= SEE ,vs3 OR J/s6 - I I I I I I I I � I III, ,, I I, I IIII= FOR REINF. INFO. 3"MIN. CLEARANCE 1' 4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE � CHAIRS (TYP.) � p � ° =1=III=—L-1 m i-1 I I —III —III � I ° '' I I:IIIIIIIIIIIIIIIIIII II•` —I D/ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. �. 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & @ 6" MAX FROM END OF 2 x PLATE _� 6x6W1.4xW1.4 r WWF OR FIBERMESH "' . ° , ° I I=1 11=J_I= ILI- o • � II III —III —III—' r TYPICAL INTERIOR BEARING WALL w/OUT UPLIFT GG SEE TYP. V1�'ALL SECTION SCALE: 3/4"=1'-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR � G/S3 FOR ANCHOR a BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY N FV 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB &BLOCK CI ��i n�.n�� GARAGE SLAB AT STEP SCALE: 3I4"=1'-0" 5/8"OR 1/2"HIGH STRENGTH � TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS r 2"x S,P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B, SHEATHING REO'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. EDGES, AND @ 12" O.C. @FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 518"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH 3 1/2"MIN. � _ z C ° ° ° �=1 � I=1 � I� ; I �31/2"(min.)- 4" —I —III—I � 1— � 31/2"(min.) - 4" 1=L I— � —1 � 1 I � 1=� 1I- - —I 1 I —I I —I I I� '—i��=1�1 1►►=1►►=I�1=I�1 ICI —ICI I�'- (2) #5 coNT.11 —11 ,,,I I I� � II I I_„III_„I I„I I I-'' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL � STEP C� SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" �� 5/8"OR 1/ (U.N.O.) GARAGE ABOVE) S.P.F. DO TOP PLA SIMPSO (12) 10d 5/8"° x 10 2"°x3/16" (ALT: 1 /2' O.C. OR @ 24" 0. "SIMILAR IF NOTE STEP, SI REINFO INCLUDE ATTACH ��� 2"HIGH STRENGTH —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS W/A HABITABLE ROOM LIBLE TE N SP2 w/ NAILS " "J" BOLT @ 24" O.C. w/ PLATE WASHER (TYP.) 'x12" TITEN HD @ 24" 5/8"x10' WEDGE ANCHOR C.) AT FOUNDATION ONLY" D, THIS REFERS TO THE ZE OF FOUNDATION AND RCEMENT AND WILL NOT THE WALL MENTS 2' �3 1/2" MIN. D D G� . — I —I � I —I � 1- "(min.)-4"=1�1=1�1 — � � ICI ICI ���II- I I I —I I-1 �' =1 111 � II I I I I I I=1 11=1 11=1 I I III —III '' (2) #5 coNT. 14r1 I� � II I I„�1141,� 1111� � �1 I, � ,I8,1- U.N.O. MIN. TYPICAL BEARING WALL @STEP CC SCALE:3/4"=1'-0" S3 EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL} STUDS @ 16" O.C. U.N,O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH D � III.. =III-III='3 1/2"(min.)- 4" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ��Eos�vV NAILED W/ 8d COMMON NAILS @ 4" 0/C ens S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C �M � INSULATION PER FBC AND ENERGY �GM�N pUs �� 8" C.M.U. FORM SUBMITTED WITH PERMIT °�' 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION / ` NOTE: #5 VERT, IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADD TIONAOLNNFOR OTION LAYERS W/TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 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 �i00K DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PS! CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD Zx P.T. PLATE (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 2x P.T. PLATE .; WEEP SCREED INSTALLED � END OF 2" x PLATE ASSUMED FINISHED � 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR '� o GRADE �, ° � ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi v a a ° � D FINISH GRADE °O � [GRADE 60 MIN. Fy= 60ksi] a _ —III—I � I —I � I , m ° z � �:,� _ _ — i I -- �� D 25"MIN. LAP [30" MIN. LAP] � I � I � =1 � I=III � D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �., � d' ° p. ° II —III —III —III- III III=III=III—' T ° D —1 I �=1 —III - W I —I � 1=1 � I III—� D�° —I � I 11=1 � 1=1 � 1= ° o. � � . P _—_—_—_—_—_ °° 6 MIL VAPOR BARRIER -1 I I III � � ° ' I 1=III=III=III=_ °° R 17/8" � '' —III; „I I I, I II � 1= — -- ° .. • _ _ ' I=1 I I I °'• I � 1=�=1 � I —I � I— T #5 REINFORCING BAR I I I=1 � 1=1 11=1 I I I I I=1 I I 11=1 � 1- I —III —I � I —I � I —I � I —I � I I I N z � I ___ a° . '� '. � °�' �°D III —III —III —III —III —III- Z IIII o : �.11=III—III—III—III= r g #5 LAP SPLICE — I—,III—III=III=11I III=III III- ' D D° 1=III—III=III=III=III=1 I� I II I I I I �� I II � II I I I� I I I I I I II I I IIIIII �'I (2) #5 CONT. —III=III I � I, ,, I 11=1 � I, ,, I I g ° III=III=III=III=III=III= N o _ _ _ = 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS �.a (=1 � I=1 � I=1 � I=I � I=1 � I= I � •- COMP. SOIL. (COMPACTED TO —I I _ 8" 1'-4" 8" _ _ _ _—�' 95% MODIFIED PROCTOR ASTM I �= I I=III=1 � (=I � I=I I (=III=I � I=III 10" (�P') 11=III=III=III=III-ICI=ICI=I�II,I11 D1557) 'III III�II�II�I��II�II�II�I���I�I111�11-1' #6REINFORCINGBAR —III=III=III=III=III=III=III— 4' 1 `-4" #5 STD. 90 HOOK „ �—III-1 I [, , ,I I I, � II I I=1T—III—III, ; ,III-1 I I, ..III —III- _,,, ,_„—_„— -- _ — #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION �� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° av GRADE °° I _I I__1=1I=III=1-1=� =III=� I�� ' __—I � I —I � I —I � I —I i I —I �` 1 #5 REBAR w/OPT. = I=1—=� I �=11 O ' I=1 11=1 11=1 11= 11= I I —I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" •� O.H.D. RECESS � �. CV � M N.. , n� .. '. w r C .. .� a., _ .; M _ i � —' I I -1 I � I I� .I I I� I ,' .'.. ' �:.' .. ` � I I 1=1 I �' I I-- •� —III—III i=III=1 I � : ' ' ' `. 1=4 1I- I � �I I II I II I -y: +� � � .. I-111 L� II I a.,:� .:'., III— SEEA/S3ORJ/S6-II�IIIIIII�,III,�� IIIII... FOR REINF. INFO. 3"MIN. CLEARANCE GARAGE DOOR SLAB RECESS � SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 r SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ AT 24" O.C. MAX. CONNECTION INFO °�N ° SEE PLAN FOR "' TOP-0F BEAM &LAYOUT DESIGN a a — — -- SEE ROOF PLAN � � _____ _ _� °. °. e a ; ° III III, IIII; III- (2) HTS20 FOR STRUCTURALr � � � I III I I (=III, IIII I °a � I IIII , BEAM SIZE & � � I a a —� CONNECTION INFO r� P,T. 2x 1/2" GYP. BD. 2» HOLD GYP. BD. 1/2" FROM SLAB 0'-0" � CONT. BEAD SEALAf� .a Q INTERIOR a`. _ I' 'a .d G —� a A . a.. ;ONCRETE NAILS W 1 1/2' !MBEDMENT @ 12" O.C. ITAGGERED, FROM BOTTOM 'LATE TO CONCRETE V11N. SHEAR 180#MIN. 'ENSIGN 120#) CONCRETE SLAB Od A c � � - N� I Ir�l I Im I � - �� ;.III= M 6 MIL VAPOR = — P- BARRIER �I II � •. —III- III= 2x4 #2 SYP P.T. FRAMING w/ —_ I —I =III, I �; I 1=1 I I, I' ., MIN 7/16 O.S.B. SHEATHING ,III-1 _ _ �� , ,� SEE A/s3/J/s6 4 1 -4 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W � SCHEDULE � � SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION � w COLUMN SIZE AND BASE o W coNNECTION wl=o' SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE N it M SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT � .� � w/ MIN. (2) #5 VERTICALS oo z � GRADE � ° � r, FILLED SOLID (SEE PLAN FOR _ _ _ = a a _ 6 x 6 W1.4 x W1.4 �I SIZE APJD REINFORCEMENT) c� � � � III— � I ' ° a a� �=1I1=III=III=I I WWF OR FIBERMESH r M z� w o � �- w �—III— .II I-1 I I �—III—III—III—I — -- � I w I I I I=1 11=1 I I- Z a ' BRICK PAVERS or SLAB PER w p o "� � -III— ! . � ` Q =— _— ' � z =1 I—I.II � = _ _ = Q= _ 0'-0"FIN. FLR.� COMMUNITY SPECS " "' I' 11= =1 I 1-1 I � I I 1-1 I I =1 I 1-1 I — _ � w 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 i��i��i�p�p�p� e i G�O��i��i�ii�G�G��i��i��i �i��i��i��i��i�� � � �ii�ii��>ii�iei��i��i�� � ��ii��ii��ii��ii� i � i�p ���i�?� 00��� yOpOp �� � � � �� I I I I � 1=III=1 � 1=1 11=1 I I III=1 I I=III= ' FOOTING � I I -III —III —III —III. I I -1 I I -III—' BEYOND PAD REINFORCEMENT �' -III—III—III—"' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 202i1 FBC 7th Edition by Debra Anne Klahr PX23M7G - N N O a,. "'� N � � � — �'" ya�• �h`; r b SCR n Via? � y . 4„� a mr� . 6 �� �'Q v�i LL � � _ 1 � BB £� � „ a�„ � V s �'`�. Y�vS a i iY �, ,� r�� . y �-��. �� _ w � • � � -.. w 0 z Q tJ') � N � � `? W L '� � �' OM� ai N � M � (n � _ � m `u a � W � Oo u o �.� O �� m ¢ • s � � � �. � LJ.1 Q cV nN` C TWA fL� � � � .� V V � � a � /�� rW V" w �W � W J W � � O F-¢ � � �LqL z� O LL V O � � H X J�� ��� � ¢ Q a��Wozo�o�mz��� J � 0 O cn a cnww cn �¢ a�QoWQo.ZWZo�oo� }� LL Ow �E-� BYO¢¢ oQ o 0 o¢Z� ¢ ¢ �-- LL O O Z � (%� O _i ID��MO Q � � � W � � � � QUQaD Z H z � W LL1 O J � J I I I I I I 0 oyo 0 /�� � N N N l\li/) N N o � o � 0 o� 0 1 ! 1 I 1 I O N L� `� w o. � {' � I I I � N � d' � i � M� � �~ zz W OQw � w z 0 V �00 UV� �„� � O O�Q Q Z aiYa � � I— �W¢ =U' ��w (� N � ZOO o� W 0- ¢�� ■ ■ � Q O ��� 0 �w� z az �z Q �� OU O a W Z Z w W � o LAST PLOT DATE � .. Z � STRUCTURAL DETAILS -MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADE CONNECTIO (2) 2x6 OR (2) 2x8 TOP PLATE SEE L PLAN N R (2) 2x HEADER TO SIT N � FLUSH TO THE OUTSIDE � SEE PLAN FOR SIZE 2x DEAD WOOD @MID POINT w/ (3) 12d !��� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL � SCALE: N.T.S. S4 12 \�Yp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ++ CRICKET AS REQUIRED �� SINGLE 2x CONT. BASE II 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" 0/C EDGES & 8" 0/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. � SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) �—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE —� 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) � FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 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 DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■� �'��il�il'i�'�'�'�!_4I� ��0�,��'�I����� _' �� _'. ■ ■ � . • � • • • • . �d �� � y � � � • • � _ � ' ' •' • ' •' �7 ■i■ _l!i' ii!ll-1 III■'■ ■■ill'.. �lill IIII ■■III�I lia■'■ �Illlll IIIII� ■■IIII lil■I■ �IIII II�I� ■■lii' Ill■■ ���Illl Illl'� 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEPJIBLY SCALE: N.T.S. � • •• •- • • • � :� •- • •�� • d:• \\�\ \\\\\\\\\\\\\\\�-o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY :; .:,.� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a � :. <- : :. a : e: a �, .. a .' ° .' a � � .. '. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL �L EXTERIOR J WALL 1ST COURSE 2ND COURSE 3RD COURSE 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 WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SFF ���o p� 94,E 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 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. a. WALL d, a . a` DOOR STOP .a e MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET �. DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT N0.OF JACKS &STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR 1� GREATER HEADER �(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA() .� STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 % SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ���N(; ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8"THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T .) 0/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD _ _ _ MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. -- — -- (SEE SCHEDULE) AND FILLED W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. r —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2� P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 �d a a. LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • � �B,�PLICE STAGGERED N rM�N ATTACH ALL J EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON G P.T. ATE JIIVIF'JVIV JY'4 SP2 JIIVIt'JVIV NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10c ST SEE SECTION AA/S1 AND BB/S1 FOR co ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON � SP4 SIMPSON SP4 J M. LINTEL o a a 2X8 P.T. BOTTOM P ATE SIMPSON' SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END I.IJ U �z a 2x TOP PLATE T � � 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" � O.C. MAX. PROVIDE P.A.F, NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. � TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J SCALE: N.T.S. S4 Jt'4 2X TOP PLATE OVERLAPPING I NAILS @ 6" �GGERED 30LTS @ 24" O.C. aX 2X P,T. PLATE 5/$"x10" "J" BOLT @ 24" O.C. MAX. D (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 ...Q a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075#SPF) i (4565#SPF) 3 (5645#SPF) i (6970#SPF) �S (9335# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. Z&NUT ROOF TRUSS ABOVE /— 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING - 2X8 WALL ABOVE ENTRY � K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. I�AR 2 5 ��� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Oebra Anne Nlahr PX2300 N N O N ��, - - ��� a j-� �, .� � � �� S ' . E In o c� � y d v+ �, � I °? P a� 3 :,mow i Q p� 7 �✓ `+�. ,,.,fp � �1Y 9 A i p �`d�1 gIJJ -® Q�, � 0 w 0 z a /^� �` /W� � W L ' � O � U Cri N d to V � 0 � u a � �� � � •� L O � Oo � a _ 0 ��' a QN � 4) i o E � .� � a -o �� � w ❑W � W J W � � O Q Q H U � QOO"J�wLL�z��❑oQo �o z� o o I— 0 � ou���oZo�oomZ��� cnwaW�nwwWcn��Q >-� J�¢pwQ�ZWZOW�o� � � ¢pw �I—H �w❑�U Q oQ o o¢Z a 0 �Q� O O Z cV Ow jc�o D�cMO J � � � � ti I-11��M ,� � � � z V � W w J� d- I I I y I I I � I I y O o N 0 0 O O O O ti N N o � O w o o � � o f I I I I ' Z N� w o 0 0 0 l I I � � N M V I y y t ��^�^ vJ } z� ¢z w O _ W 0 V WOO UV� � O o�Q Q Z a��- , ^ � �WQ 'rl = m=w N C� ,—�� N � O �O� w � ��� ■ ■ � Q � z�0 Ow U aZ� ■ Z � Q �� U � O d. Z Q Z z w W J Cfl 0 LAST PLOT DATE � . . Z 0 STRUCTURAL DETAILS SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 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) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9"SEE 10/S6 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) BACKNAIL w/ (2) 16d NAILS � 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL � 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO SCHEDULE FOR .BRACE APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d �� �� L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) $d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING ' • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD ,. ., EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF>9"SEE 101S6 � / � DOUBLE TOP PLATE y/ 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, •, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM OF TH LAST O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" � PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4"TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SrJ EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ r X-BRACING, AND TOP N "' "' SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ ��- (2) liid NAILS -WOOD TRUSSES `° - � _ � 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2" 1 1 2° % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� �� �� �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2"} OR EQUAL FIRST (4) ROWS OF � • 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED -MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH �) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL � MAX. 9" UNSUPPORTED, IF >9"SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEIJD EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING i/2" CDX PLYWOOD OR @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF � NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w! (4) 1/4"x1 1/2"SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w! (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9"SEE 10/S6 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTArw/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2"SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION E 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH � 2x4 BLOCKING W/ .� EXT. WALL CONN. GOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS �: NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SEE TYP. WALL SECTION FOR SCALE:3/4°=r-o° TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. S5 .SCALE: N.T.S. SCALE: N.T.S. S5 S5 11NIMUM 2x :ROBS BRACING SEE PLAN FOR OCATIONS) TOENAIL � (2) 16d NA (2) 16d PER JOINT � CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S'J GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE; N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT � MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" 0/C (TYP) • z w �BRAGING w/ (3) 10d x 3" AT EACH CONN. @ 24" 0/C �-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @NON -LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2"SDS SCREWS TO TRUSS & (4) 1l4"x3"SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=,'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING � 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE °'L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cl �-u wC.� 0 � o � � 0 d- z o �' w Q o o ' � 0 � � w ---- o ' o X ¢ � — — — ---- _ q o � � ----o o � ---� � w — — — a �� a � � NOTE: STOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE 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 - -- AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CE{LING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION � MAR 1 Virtual Review Assist, Inc. i'lans Review completed and approved for compliance with the 2020 FBC 7th Ed)t%n by Dehra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � N N O r } �."9 � � � 6 � d *: B� 0 � � p � 9. ao av-. �� , c.. 4 I c�.� , � � , �� `. 1 ® � a ��� �� 9 � , ,.� . �� e �� ; � t Z °� � _� � g - "��� _ ,'• � w 0 z In � N � W L .L �p � � pr�� M U �; �� `�' `M' V) -Q �_ � ,: �? M nV� W � •� L � B o O o O Q l L. N � QC) c� � N i o E � .�, ��'� � � LLI �u.i uS wpm W� W J W�Q� O �O=��¢p¢�¢LLUO��O Q Q � I— U H ��oJ¢z��°Z�°o�aa c�W�W�z�WO°�mz��U U' � 0 � z cn a cnww �¢¢owQ�?wz�wc�ioa cn �¢ >'� ¢ � W � H� o � Y�� Q ¢ o¢z OQ 0 � ¢ W O Z N Ow � (n O � � M � � 4. � � ti In � � � C'7 ���� � Z U W� W J � d- I I I I I I I I I O o 0 0 0 o 0 r- 0 ti O N a- N O O N O °�O O O � � � � O I I i i i � � z o W o 0 0 0 > � N M � i i i 1 ��^� v, } z� ¢z W Oa--+ -�--+ LLJ z cn 0 V � o VU� � �zj � O o�� Q` Z a�a ^ �WQ 't—I = m � w N � Zo� Lu � �~� • (� Q � zoo � U az� Z �z Q �� � OU O a �� Z ¢ z z w W/� J `1./ o LAST PLOT DATE � Z � STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED. PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2"HIGH STRENGTH CEILING 12x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE WI 8d @ 4" - DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILEP. ~ PLYWOOD SHEATHING ' 2X BLOCKING @ EA. WALL � NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT � FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE O `� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER � F METAL LATH. FIRST 2 LAYERS 3l8"THICK EACH. 3RD 3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1l8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD � = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA &SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETALSEAT ER PLAN O OH FELT PAPER FOR MOISTURE BARRIER ' a.a 1 1/2"HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' 0/C WALLS './2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c .� r M 6x6 W1.4xW1.4 WWF OR FIBEI 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLABI MIN. PSI MAY VARY PER MUNICIPALITY '" �IIIIII�IIIIII�II IIIII 'III —III —I I � III a. STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH — (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN &NOTES) M � 4"x4"INSPECTION PORT AT � a EACH FILL CELL TYPICAL w v� a a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �4"to 6" BELOW GRADE =1NISH GRADE .,,,,,' I�,,,III,,,III,�,II����_�� (3) # 5 REBAR ON 3" CHAIR — —III— STD. 90 `HOOK '—"'— (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION kl SCALE:3/4"=1'-0" S6 , o z _ � SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO r,,..�,,,..,.,_,.,,,,,r„�..,...,.,,,_._�. „_,,.. 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1i2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL—� � � • ��1 '�SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL "' \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION WOOD 1ST 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 "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: *USE LTP4 &EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. SG 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN •� INSTALLED PER. MANUF. 2"x4" CRGSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S� SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLATI PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. w w ❑ O B i 15/32" OSB EXPOSUREI SHEATHING x X PROVIDE BLOCKING AS REQUIRED PER D ❑ SECTION X-X IF � NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB F EXPOSUREI � SHEATHING w SOLID 2x � C BLOCKING @ALL C SHEATHING O EDGES (SEE OPENING SECTION X-X �- U C x � w x E H 2x STUDS BEYOND. � SEE PLAN ❑ O I �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM �ninl I rl r�inri�ni n�n�nnnn 3/8" "S" =NAIL SPACING S 3/4" 1/2" SINGLE NAIL EDGE SPACING DOU AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X S 1/2" S 1/2" EDGE SPACING WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT � PENETRATE SURFACE MORE THAN Y". ? O NAIL AT BASE 2 ROWS @ 4" O.C, w/ 8d COMMON NAIL O B� NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z w� © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O � OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. � ❑ w/ 8d COMMON NAIL J o LL � O � O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER � } ¢ � O in wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. ¢ ccrOOcn z � w � LL � OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w p O MEMBER IF GABLE END "� L` NOTE: C WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE FLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pp"rTF,4� FLOOR TRUSS / FN/iy �'Q BEAM DETAIL FLOOR TRUSS 0 SCAL E: 1 1 /2"=1'-0" S 6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMRSON SP1 wl (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH v fin/ a a. d '. _ _ . � I ICI -ICI `� 1�.. �� : a � � � �° I I1111111111�1= 8" 1 1'-8" 1 8" I CHAIR W/ 3" MIN. 1 l CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. T�� S�oFA�pO� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING ATTHIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 � WWF OR FIBERMESH � n M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT N0. OF JACKS &STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C MAR 2 a 202� 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 �IrtUal R�Vi�w Assis#, i�c_ WEEP SCREED INSTALLED PER. MANUF. �l�nS ReVI@tN C®InplEtBti 8'n8 approv'e� ,� , , as . qe for complian�� �itl� the ?fl21� f�C 7th E��1�� N e _ ° . �� � by ��'b't•a Anne I�l� :P��3A�9 � -I I_ I I=III_ ° a a FINISH GRADE —I -III 'd, . a ° a� , a. I I- -III—� I— � � a . I I = d III-1 I I=1 I I (3) # 5 REBAR ON 3"CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 N N O N �_ an+°2`��s�� r ?rs;: s. ' , t F J �� b4 ad�5 � t � � � r rs � �. yyryy Th � � ,� r.,_„ a ��, � d; c,. �- Z , �;. Z � 4A.�' '�� � O � w„ �" m � s.* I�� aT 0 Z Q (n � N � N E o � W L �� � �' �M� ai N f' � Cj m u a W •L � � O � o `o p LL S Q •Ni Wp��,� Q.N � nn`` V � � � a � f�� � (� W w W F W J W�� O � Y O ��� JQpJd�Q�VOLL,JO Q � ~ U � QpXJcn��ptn O� JF pw�w�Zpw��mZj�U (� � � O Z � d � W W � tY Q J Jpo..�zYpZz'�pWp�a apwp�H� �wo�v�¢ p� o � oQzq�Q LL Q O � a u. O z W O� �_ � � � � M � J � C� G � � ti lf� I—��M � � � � Z U � W� W J 0 I I I I I I I I I O O �N O o N N O N O N O N N �_ N O O N O _O � o O � � � � o� I i I i I O N� w o 0 o O I I I � � N M d- i i M� � } ~ ZZ �./ Q W O W Q U WOO U V � � �Zj 0 �W� Z ��Q aiYo- �- ^ � �T' �WQ y m�W (V �� N � 0 �O� 111 � CF—� ■ ■ � � O ZOO O v aZE �/ z � Z I.L � Q � � U O O � �--- m Z Z w W J O LAST PLOT DATE � .. Z � STRUCTURAL DETAILS -MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING TAP ONS LONG FURRING TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAI L STAGGERED @ 12" O.C. 3/� 6" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.L. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/MIN. 2" EDGE DIST. FURRIN 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. PS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 21 /4" DETAIL STAGGERED @ 12" o.C. �_-1 id�� nFTo I I X BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1 /4" MAX _ �� * SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACES) 2 x 8 BRACE/BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1- I/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS ►SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �-2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK -CONNECT TO BLOCK SECTION - WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) 2'-0" pu O • BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _ THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL �( SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION Mom' $ FILL SOLID BOTH CELLS #5 REB� (TYP,) STD. 90' HOOK (1 +5" NOTCH WEB AT FIRST 2 COURSI ' "' '�- CAPACITY = 805 #FOR 1 STRAP = 1610 #FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / � MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED � PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON � 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. -':;'';�;`::^�::� SEALANT * PRESS PANEL REINFORCING INTO PLACE. �:..,;; ��,.:..='�;;.>,�'' .,� ,'��.-`,;.�, :::^'�;..,. 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. - � � = �� :��' F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. ".°.'4`.,.,� � 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST + ° �'�"��s� SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH � IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. °. X D D D — — — — — � TIT III ICI —ICI I�Ir gD I—�—�—�� � �I I I, � ,i11- =1 � 1=1 � 1=_� I I_ D D III —III —III —III—�_ D ° III —III —_I' o —III—_ GRADE D. .. D D �I I I„I I - � °. ° M D . _z \' CV � • D ,. \ ° D (2) #5 REBAR. MIN. 3" 16"MIN.. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" `— FILLED CELL PER FOUNDATION PLAN �R YP.) fHE !S I IAIA!''/'`CDTAQI C IAICTAI I T1r1Al FILLED CELL INSTALLATION H SCALE: N.T.S. �+C �- � SEE ARr'H FL.AhJ �tiND - PR+''E-Er�liW 3`RLS','� DIWSIGN -�" "`- SE'E NOTE ". 'BELO''4�1 _£ __ � r' _ ".�,_ lltd ALS _ _ : ..d _. ��� � 'sue `�^� !" � I IM i -r 7 � L A BRG #ALL "'`,3P;E �---� � ,� '��_� - ALUIv9 , �, PER PLANT I I ``-'' � 1 3/�� F I �iT� a F CHtkN�EI.° —F- -�__ I ��I '�i1��,^ � ,5S I^IA" ,, �' ;'. t �',�'� F ASTEPVEC� PER I _ DIA r� ITF2BFI.�W...___Ir.. �,I _..1- C�sNTVENEDOR�_3L�_ ._ :, �;T CtDNT � FAILED TOE 18Lr.I� I°�ING NAlLI=D TCm T01' BLKN� K+1 �-_mod NAILS' �°�I CN�tD E' �' c7TF-�f� TRts�'=: 1. �.C..1 B'U[LDER TC3 � ERIFYrROVII�E SOFFIT MATERIAL SPAN CAPACIT -� `_° .I THE DES�:�N PP`SSURES SPI=01FlED FOI�s COMPteiNENTS At3D Cl:m; !�`.._4 _Y ' LISTED III' TFIE DESIGN CR1TERiA O�� I^1EE'� FJ. F�-=R �"aFF-T ATTACHMEi�IT Ai` i�JALI_ (P!ER �.LPHA ALI�F� il�c F�# 16,4 � _ `' } _ ��OC�UCTAPPR07�`AI_j F C'HdNEL FASTED T':�: cr�Ll v�/ T NAIL �Oa,� D�,� { �4� � �: . ���/ �� � � �w�I�liN. EBEDd�tEI�IT � �JOD �Ls" ('3), � A. �4'x'�Ir"4" Ct�OWI°� TPLLES �;�,� �1AX. O.C. IN s:: � � � .:4- PAT�Ie� :N - SUB FASCIA Tr GA. S'4"x1�4" ��RC_�WN, ST�API E FAt"IH �RC10'Y . ,,. ..._.. .., _ - _. � , ... _ T .... .._ .__. _....,... _-_.. ...._......� - , ��� STR�CTDRA� �O�FIT SC.AL'E� 9t4� -1`-0" {"*') FOi ALUI'NUG' Sa,�FFBT h�IT� � ' � � . FEE '_ �9.23.�021 �- .1'-4", II'�STALL ��ICI SPAN 6LCiC� f THE `3�FFI'T FI` IAA RNSTALLATIQA =�'fTF .,,�.., .REFER T'� THE P'll'�C�U"T ,Y4PI'�t�+1AAC II"�C71R 11�i�TA,I.'I_A'IFI�N D!t"rAIL'S, 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X O�FRygN (TO TRUSSI OP CHORD + + C��O'TN PLYWOOD SHEATHING. + + + + + + BLOCKING AS + REQUIRED TRUSS TO SUPPORT + SOFFIT + + 2X4 SYP � ® + EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION aC� ROOF EXTENSION M SCALE: 3/4" =1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 �� 1/2 NAILS TO STUDS & 1 - () 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP oral F• �/a e�� cu��T n� nnm o: z 0 0 LLJ Q U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ Sd @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @TRUSS VERT. WEB METAL SEAT PLATE NOTE; LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • " • .d . OVERRAN �� �' ,; .. a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" I WISH FLO . .. �.. > D � � D �.� ° ° D #5 BAR �D D. a' .�D p � 4� D 10" o ° CENTERED W/ � 90` H D D .. °D IN TOP o ° D 13 ,' KNOCKOUT / c� —� — — o ° � CHAIR BLOCK MONO FOOTING _—_ D SIZE AND REINF. PER PLAN I — °D ° D ° ° AND SECTION DETAILS -I' JI ° CLEAN FILL D °. D DIRT 6 z ° STANDARD o P ° 90° HOOK N #5 BAR IN FILLED CELL ° , - � , ®� ®,, ��- - ®�. a°,,.p. ° o .®. ° °� ,. ,°,®n. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") MAR 2 5 zQ?_ #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Virtual Review Assist, I c. plans Review completed and approved for compliance with the 202U F6C 7th Edii #5x6' EMBEDDED INTO b� Debra Anne Klahr PX23170 EXISTING FOOTING (2) #5x6' IN CONC. FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY ... .::� � O 4" SAW CUT U EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL_ SCALE: N.T.S. N N O � N ,((�� P -s — �� .e� �v d \� ova, *'�d .. .. ,� � jt ;� ���;e �%4, e � , � e �. � P.,, ..rµµ� i� W � 1 `7 .,.,. r ,y �N L Z y �e � , �; � 'a o 5 � ..: � ter, e O �,, ...., �` Y w 0 z Q � W L '� `D U p M � y �M�� 5 _ N f' D i� o u a 'i L p �rnrn � � Op B o V/ � � u_� N Q QN ^` C W L 0 � � •� � a � I� C.7 U w W� W J W� � O H tY J � Z � � F- H ¢OX��O����WUODOti JO � o o I- oq��ozoWo�mz��� - O � W } Q�QpWQozWZOw�oa LL OW �_�-� gw❑�U O� 0 � �QZ Q �Q O �¢� I� O O Z W O� � � � � � M O Q � M � � � ti lf� I—��M � � � � Z U � Wz� 111 O J � ' I I I I I I I I I I I '� o 0 0 0 N N N N N O � O °° o o� .- � o I I I � I , ' z O N� W o o p 0 1 I I � � N M �t i i i �~ zZ ¢ w O,�.., -F--+ W z 0 V �00 UV� �Zj aljn� �� ♦♦ Oo�o � Z aka �— � I— �WQ T"' C� m��w N �� ('V � O z°o= w � �~� � � (� � 0 z�0 � Q U aZE �'�/ Z � z C.) J O a M� W Z Q z z w W J 0 LAST PLOT DATE � Z 0 STRUCTURAL DETAILS - RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. V VFILL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT A MAINTAIN BETWEEN a' AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISEP AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iYP CUT TO FIT FRS IN WALL 2x12 SYP � BEARS IN WALL x4 BLOCKING FOR 2x12 /� �J 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4' TAPCONS @MAX. 32" O.C. 'I EW "A" SCALE: 1" = 1 `-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED �"PLYWOOD GLUED &SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 6': 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H x8 SYP GLUED 2x4 SYP BLOGKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLU NAILED � NAIDLED—� 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: �' = 1'-0" DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING 6 H : SECTION VIEW "B" G. �� SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF �, STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ��N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW _ SCALE: �' = 1'-0" 3/4 PLYV1� ON DECK �x8 SYI AND N/ FRAMIP 2x4 DRAF' STOP 2x4 BLOCH C 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 I STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" � I f�ll� I.�VIVJ I I�UI� I IVIV UC I HILL (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED ALL JOINT ✓ALL TO � JOISTS) _ POST LET INTO _OCK �E ING ?X8 BLOCKING �OR NEWEL POST �O ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES MAR 2 5 202� BUD NAILED AND � TO TOP PLATE JT INTO RIM BAND, � AND NAILED TO NG WALL BELOW Virtual Review Assist, Inc. Plans Review completed and appr v for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALL JOINT BALL TO R JOISTS) u SIMPSON (14) 10d x SECTION VIEW "H" SCALE: 1" = 1'-0" ' N N F`w .• �a•,� R� � t (' S �t.IT' �� [ � 1, i � Y � Q � �;" W � � W 0 Z Q W L '� YJ � U CYi N �) N `% _ � w U a ,r ydl„ M M �} moo �S rn�� p LLo o Q � �Q V—/s � }� �N I' LL.i QN 7W L � E � .� V � � � a a I` �� W J W�� O I- � �'Q Z� Q � � Q Q LLI U ����CnO��C��vO��O j0� ZLLLL:�Z���HQQ � (� � � � Ocn��OZO�00m zzz �Oa�ZYOZz�pW��a U (!� 0 Z ¢�WOg��—�wp�Um¢ OQ o p —pQZ ¢ LL Q � 0 O z W O� � � ti O � M O Q � M � � � ti L(� I— fY � M �°-�� z�� WZ� tll O J O I I I ` ` I I I O o 0 0 0 //� � \ N N � O � o � � � � O I I I z N� W o 0 0 0 � � N M � I i Z I— QZ W O �� � w Z O V WOO UV� �Zj � O o�� Qz aid � � � Ewa T—i = � � W N �J � N � Zoo W � � Q�� Q O ��� ZOO O V aZ� z � Z �� U O a Z Q Z Z W W J O 0 LAST PLOT DATE � Z . . � J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4"AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L!180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. =NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 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. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS CAs'r�CRrn SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12.OB 8F16.OB SF20.OB 8F24.OB 8F28-OB 8F32-OB 8F8.18 SF12.1B 8F16-1B 8F20.18 SF24.1B 8F28-1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 $054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3'91 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRrn SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B SRF10.OB 8RF14-OB 8RF18.OB 8RF22-OB SRF26-08 8RF30.OB gRF6-16 8RF10-1B 8RF14.18 8RF18.18 8RF22-1B SRF26-1B 8RF30.1B 4'-4" {52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 g01 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS C,�CR,,,,. ''"'�� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 *SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce�/1Rrn ^"�� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU" 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 5'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS CAs7'-CR�T� SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T SF12.1T 8F16-1T 8F20.1T 8F24-1T 8F28.1T 8F32-1T BFB-2T 8F12.2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32-2T. 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 123 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 763 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 ' PRESTRESSED 15'-4" (184') 224 302 485 13 626 13 761 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CRz7'-�R�T� SAFE LOAD -POUNDS PER LINEAR FOOT �-YpE LENGTH 8RF6.1T 8RF10-1T 8RF14-1T 8RF18.1T 8RF22.1T SRF26.1T 8RF30.1T 8RF6-2T 8RF10-2T 8RF14-2T SRF18.2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 g05 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865. 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ATALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS a ,o ° >- D O ° ,o ,� ,� >- D > D >- D � ° 0 ° O ° '� ° '4 ° � � '� ° D D 4 O O o h o c� c c° c 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B 4 ,�� > D O � o�� ,� > D � 8" PRECAST LINTEL W/ (1� #5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O o W/ (1 5 CONT HOR BAR IN EACH - ALL ROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR `� C.M.U. - p cn X. . o O N w U ~ w � uj a #5 REBAR AT o���ow c ° BOTTOM MIN.(1) �Qoa�z REQ'D V- � J J J z-waw 16GAUGE � � � j ° POWERS STEEL � � z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR. REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J � z = C.M.U. O W GROUT ao z = ��b `r #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL {VARIES) 8" NOMINAL WIDTH F =FILLED WITH GROUT U =UNFILLED RE=RECESSED &FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8 F 16-1 B/1 T NOMINAL WIDTH-� I �OUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A Mai � 5 za�� Virtual Review Assist. Inc. fnr compliance withmhe ?Ed and a 020 FBC 7th fd t on tty Debra Anne ,%later PX2300 N N � ��. N � < RAF _° .'°.'2 i� e � s r:�' �*� _ w � T N � W+y , � o e�� e.i.i� �,:� z sr ,�_ '���55 � � � , � �`�' B 9�� � � C ���ia 2 r � ®� w p z Q ^N1 A, O ��, � _W LW '� � U 0 M � d N � M N V ��_�� r � t o �Oo �o �� O LL. o � Q a�¢ • _ � U�� � LL1 Q� N C nN` W L 0 � � •� � a � '�� W W ❑ � j �/j W O I- �Q � � ��~z� Z U' Q Q W V ����QO¢�¢tLU0��0 p00¢Z���Z��pHQQ � � Q F- ClWmWOZOwOO�mZ� � d (nW W�<nW�QO�J U Z Q� WOLF¢-�Z�W D�UpQ O� � � � Q Z� O Q IL¢ �¢u.. >f 0 O Z W O� � � ti `O�MO �Q�M� � � ti F-tYQ.M �� a � � � Z V Z W J O � d' I I O o 0 0 0 0 � N N O O � o � � o � � o a o � I i I ' Z O N� w o 0 0 0 0 l I i � � N M d- to i i VJ }H ZZ Q W O W O V WOO VU� �Zj O ��� Q Z a�a � lU I- � w a 1�: = � m�W N! ono N � �O� . .� W � �~� Q Og�� O U W� Z Z � Z �� OU O � W Z Q z w W J O Q LAST PLOT DATE ° O • December 14, 2022 Z � J STRUCTURAL DETAIL q REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL(1J#5U (1J#5L(1)#5U 10)#5L(1)#5U (1)#SL(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' ll)#5L(1J#5U DETAIL'D' DETAIL'S' &'C' 2'-10" 1'-b" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-b" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4-b" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4-8" 3'-4" PRECAST 12) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-b" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 b'-b" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-b" b'-2" PRECAST 12) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7'-8" b'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" b'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No• 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 b02 602 430 602 12'-b" 11'-2" PRECAST (2) Na.3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.S 287 525 525 337 525 14'-0" 12'-8" PRECAST 12) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED 2 No. 3 l l (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/l b strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + N.R. 277 277 202 281 2 No 5 20'-0" 18'-8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 256 256 188 262 2 No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/l b strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (21 7/l b strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. S N.R. 164 164 124 179 N.R: NOT RECOMMENDED �y ' a.. •' �: . DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P -PLAIN LINTEU r gUP.NTRY OF #5 8AR AT S-SOLID LINTEL � t LOWER LINTEL CAVIII' [I8x1 I6-P-1 L/1 U] NOMINAL WIDTHr J � gUANTITY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS PLF) 8" X 16" COMPOSITE LINT LS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1J#5U (OJ#5L(1)#5U (i)#SL(1)#5U (1)#5L (1J#SU (1)#SL(2i#SU DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-b" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-b" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-b" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-b" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 b'-b" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-b" b'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" b'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No• 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No.S 1439 1439 1075 1439 12'-b" 11'-2" PRECAST (2) No.3 2 No.S 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.S 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED 2 No. 3 O (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 12) No• 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 l2) 7/16 strand + 1035 1035 478 936 2 No.S 20'-0" 18'-8" PRESTRESSED 2 No, 3 () (2) 7/i b strand + 961 961 446 872 2 No.S 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2J 7/16 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED 2 Na. 3 () (2) 7/16 strand + 720 720 366 716 2 No 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED 2 No. 3 1 1 (2) No 5 642 642 306 599 •'' ..1' 7' ! 1 • i r^ � r'•l � V r'1 i �•��, i"�•, iw�;; DETAIL "H" DETAIL "J" DETAIL "IC' TYPE DESIGNATION P -PLAIN LINTEL/ gUANiBY OF #5 BAR AT 5-SOLID LINTEL � LOWER LINTEL CAVITY [8x1I6-P-1L/1U] NOMINAL W IDTH� J � QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY &UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTELSTEEL BOTTOM BAR GRAVITY SAFELOAp UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L #5 (lOU (0) L # I 1 L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DEfAIL'DE' &'DF' DE7AIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 W IRE (2) No, 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 b'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2J No. 4 1764 1763 1578 1578 7'-8" b'-4" b'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 .. .. "• a •� •� DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P -PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL � I LOWER LINTEL CAVTY [8xl 6-P-1 L/1 U] � L NOMINAL WIDTH NOMINAL HEIGHT gUANTffY OF #5 BAR UPPER LIMEL CAVffY REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL(1)#5U (0)#SL(1)#SU (1)#SL(1)#SU (1)#SL(2)#SU (1)#5L (1)#SU DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-b" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-b" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-b" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-b" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3359 3369 b'-b" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-b" b'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" b'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" b'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 T776 9'-4" 8'-0" PRECAST 121 D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No.S 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.S 992 992 751 1035 12'-b" 11'-2" PRECAST (2) No.3 2 No.S 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.S 859 859 591 89b 14'-0" 12'-8" PRECAST (2) No.3 2 No.S 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED 2 No. 3 (1 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 15'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No.S 20'-0" 18'-8" PRESTRESSED 2 No. 3 () (2) 7/i b strand + 607 607 317 601 2 No 5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 524 524 277 526 2 No 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/1 b strand + 24'-0" 22'-8" PRESTRESSED 12) No. 3 (2) No. 5 399 399 217 412 •:.a;. 'a:� .' �� .•.• .• .�.• .1:; .1:. DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P -PLAIN LIMEL/ r gUANTRY OF #5 BAR AT S-SOLID LINTEL � I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH � `gUAMITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVTY REINFORCING SCHEDULE &LOAD CAPACITIES ' SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTELSTEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL(1)#SU (1)#SL(1)#SU (0)#5(.(1)#SU (1)#SL(2)#SU DETAIL'L' DETAIL'M' (1)#SL (1)#SU DETAIL'N' DETAIL+L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 1'0000 10000 3'-b" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 1.0000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 70000 4'-b" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 t8605 10000 5'-10" 4'-b" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 '7007 9811 6'-b" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-b" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 '3976 4661 T-8" b'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 '2445 2937 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-B" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-b" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-B" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 12) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 2 No.S 20'-0" 18'-8" PRESTRESSED 2 No. 3 O (21 7/16 strand + 1008 1008 573 1048 2 No.S 21'-4" 20'-0" PRESTRESSED L No. 3 (�) 12) 7/16 strand + 877 877 501 966 2 No. 5 22'-0" 20'-8" PRESTRESSED 2 No. 3 () (2J 7/16 strand + 850 850 471 923 2 No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 740 740 393 772 �.• i0 •�' Z' 0.: DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLP,IN LINrEL/ rgUANTRY OF #S BAR AT S-SOLID LIMEL � I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH � LgUANTRY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVf['r GRAVITY &.UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##S11UU(O1LL SOLID #5(2)U(1JL DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2J No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4:5 WIRE (2) No.3 2990 7025 5382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 b'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" b'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) Na.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 '� 1 : "r;t ���;7 �1 . .�M . .�'1 . .�4,. :��: .�r: DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEU gUANTRY OF #S BAR AT S-SOLID LINTEL � LOWER LINTEL CAVTY [8x16-P-1 L/1 U] NOMINAL WIDTH � LgUANTIIY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVfY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1 2 FL RIDA B LD N ODE 7TH EDT N 2020 SECTIONS 1901.2 & O UI I G C 110 ( ) 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11"SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM;RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLAC�MENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) �„ 2,� (1) #5 CONTINUOUS REQ'D. - PER STRUCTURAL PLAN � 7/32" STIRRUPS AT 4'-0" cc ro � m (TIED OR WELDED) � � � n � BOTTOM BARS N SEE SCHEDULE 11/" 11/" MIN. MJN. 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. � PER STRUCTURAL PLAN M � M 7/32" STIRRUPS AT 4'-0" cc H � �,.s (TIED OR WELDED) � - SEO SOCHEDULE M CV 1 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#SL(1)#SU (OJ#SL(1)#SU (1)#SL(2)#SU DETAIL'O' DETAIL'P' I1)#4L (1)#SU DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-b" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-b" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-b" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4:5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-b" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 b'-b" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-b" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 626b 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 Nd.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 N�o.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 NFo. 5 2436 2436 1727 2436 12'-b" 17'-2" PRECAST l2) No, 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 No. 3 O (2) 7!1 .strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 'No. 4 lT-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + `•No.4 1698 1698 944 1546 2 19'-4" 18'-0" PRESTRESSED 2 No.3 () (2) 7/16 strand + 1348 1348 753 1330 2 `No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + c 2 'No. 5 1254 1254 702 1271 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/1 b' strand + 1092 1092 614 1167 2 ;No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/14 strand + 1023 1023 576 1121 2 :No, 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2)`No.S 898 898 481 947 Y. yl �.. iw0 {. �,� wT - i,;i ,.s�•e".i i,;i i 1 •�.y �' � � � TYPE DESIGNATION � �,.. 1 f },...' w1 � a, ... w0 +•�i �•�iy'if ,L3'�, :•�ip't ;i P-PLAIN LINTEL/ gUANTRY OF #S BAR AT i�� �i�� S-SOLID LINTEL � LOWER LIMEL CAVTY NOMINAL WIDTH gUANTfTY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "Q" GRAVITY &UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR. HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##S11UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 b'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-8" b'-4" b'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 4'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 + r..' + �:� �:f' �7. • ��q. ''. �.1. �.: •• r`�+� DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION s Id, rilmisi AT [8x16-P-IL/li ] Ij� J ��� �� UNIT '2216' - 1ST FLOOR PLAN GRAVITY &UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (li U (1) L SOLID #5 (1J U (OJ L #5 1 U 1 L SOLID #5 (2) U (7) L DETAIL'DA' DETAII'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1501 1801 1483 1483 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 7376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2J No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 b'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" b'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 '•.try;• '•.��:. •�i�r: ;'4•. . ' R. ~ DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY &UPLIFT SAFE LOADS (PLF) $"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##S11UU(O1LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'D ' O 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 i0000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 W IRE (2) No, 3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 b'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" b'-4" b'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 ti,9 . 'ti,tt • •i,.1 • .11. .�.7. .�•1. V'. ..�i.! :�'i:1 ''ti.:i ,�;: ;,�w. 1• ,�.;: ,• �•.f.� � .1: � .f: DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16-P-IL/IU] TYPE DESIGNATION P -PLAIN LINTEL/ r' QUANTrIY OF #5 0Aft AT S-SOLID LINTEL � 1 LOWER LINTEL CAVIrY 8xl b-P-iLL 1 U [I I I ] NOMINAL WIDTHr J `aUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTELCAVTry v�rrua! Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edifio by Oebra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-b" Precast 1325 4624 4'-0" Precast 1041 3358 4'-b" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 b'-b" Precast 486 1396 T-b" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-b" Precast 156 600 11'-4" Precast 132 b51 12'-0" Precast 111 593 12'-b" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Noi Recommended N -/> , ��� N :�' .ate; � " �,', ��: - _ a �� L� 0 0 �j GGE a �,,,' �_ � 0 F� Np� �d � T Q ♦a�� � � d , ,� �(�� 9 a � y +, W 2 �, �, a '� � ®' 0 .� W � Z Q N _W L '� �D 0 U %� ' � ch � � M � } w.n ri M '� � V � � .� � M Art 'L t O Y/ o p i2 o v Q � U �� � � •^N^`` � W C CQC.N 7W L � C � •� V � � � a � '�� W 0W Cn WOI- � Ur Q Q V I- ����¢0¢�aLL_UO��O �OOQJZ���Z��pHQQ � ~ O OWa�.wOWOWW���Q �� Z LL Q�QpWQ�zWZO��pa OW �F-H �Wp Q OQ � O �QZ�Q f.- ¢ W ■ Zw F- rO vJ O � � M Q � M � G vJ �.:� I- t^Y � M .: I.L. � Z V � Z W wo J � i i i 0 i i i 1 i i I O O o O -O r 0 N 0 N 0 N 0 N N N O � � � O ,� N � O N Z o �- it o o I I N� W o o 'o 0 o I I i � � N �M � In i i mV♦ �H Z fit/ Q Z W O �� �� w Z O V W O O U V � i.! � � Z � O ��� Q Z a�a `^ W'WQ = m�W N � H N � Zoo LLI � � F= � ■ ■ � � O � U �W� ■ ■■ z aZ � i � H OU 0 Z Q Z W J W o 0 LAST PLOT DATE � . . 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Exterior Dow- (a DO% V _­762a I-E-40400 (8131767-650 Affarnadirs 2911 Pcm.a,Ojls� jers Rusixectild whomi-tied. acco - CER Mi-n.deFICCO-VAL 1 LOW020 - I r"JIM20 1 V1 'WC) �` APTA-i ft�= 2OW Mi Wad-3 and DOM Drent &-wip- Am"-wNdItcural *Imn W Jridb, PE 10"jar2m IMW20= 10015"Z7C, 4� SubCalatiorr. 5wrigurnit Ectwor Door Assermil,aOs ajabpurtc�enrnwku� renignisr, ww,�_ (941)0"ITI Mn!),"5.2690 cwaamy� Villn(saIrs ill?�AK-33oo Mra-rInIrtrtirs A-latior, E?17� W�4_" Ciarrypleatur Heol Evaluation RcpWtfTvma In 60arisud;nry, Ornrit Hung Irwo,"kjapo"Am"'; Subcat-gote, Haincta t sli-dr, b,dingtu@m�ld_oant rldrida R"IohirsdRnd�tdiq1 Olt a Licensed FivIda CarnplitinctiNeffired'CITUrotm Mgrk ,x I-Irldrig - oemplarce stifflause: cmusomItin VArk or Living Py ofiswuIdmal Enlrintatr E101Eg-A99202rhigim c-m=:aA "­04 &MIltil-it? Pratfalls 2&h-AluEmi�l Alatuatt11--un AmLeno-:2l-M Rk" Q " mv &I W-am Awassmflat kJait am2xw Ila ft kum 111�1_!Ql CWAQ��e agatlix2glor use Azqa� �or se I minact Uffilart a" Fm= ModoL 1111111011: 2 Name BMW 2WHI920 rf9� Eawriallsonalo Qwrauhr atom Emma §V!Lt- prodAgitimis". timbor ter noring m2m 2nmets ggilim Lgirritati base 91daltila wrle Falls] P­­ — Social, Product Model, Number or Name Product Description Contract Expiration Date — In HOW Outside HVHZ Reidiiharill Pranissure 2 8145500 k Large Wale "peco V.V Snalk, ROng Wnd- )7M=5 YeI Y­ Y. i I He Ina 11­dFI.nW I-. 73,151- I..ki 1�is. 02M MAU 0. Y_ N� ,W, ,,, I a Tistientra-TaI Fiber-CAawi7 and Smooth-Suir Nominal M*,8&quotNoir­lrnaaq:s3mwt ��qqsque 12mil= No `w'm No NIA ;ciriq 'no r , ne -djacFatewpamosintiaNal �1rsRxrrO1O%qsAir9: .I'll confillumbord 2 Id, *rIwrq*s,Trw Plaw.Ciasygid; and Snssvq�Sair Nitmirof 614%r.8 tiqua�Non-Irnpactliquot; Opaque 12sal= rio Yes No hVA Composita Edge Fibefill" Single Door with Siddine(s) VhsWr#Ou%wrV; X0. OX or OXO I aceft-Imim) a c, Ttiarinx-7 ru Fidar.02sep, and SmIoNt,ft, Nominal S&M8 lisruct;tion-linisact"ot Opaque 12*1f= Nis yes No NJA Fisequim compoultan "a Doolaliss noorvah or Vothout Siadirders 11rAwrigioubViltir XXcr n= wnrldiqaftjns� 4 cL Thams-7m Fbor-Olwir add,5qwA,ki-Smr irlowitat 7&#3(k,0 dqijcq,Non�rrisac�&quot Opaque 12rWIM Wo Yes w Nfa, _. Compuraft Edge Fiberg" Single Door (inswronattsiwing; x Configuration) 5 & Th.arwi-T. Fibiar-Oftsarc; and Smoolin Star Naarleal TaiffSk, 0 Squot Non -I rispetat&qUat Opaque 11713112= No You No W., Composite Edge Fidergioss Single Dom woh Siam W-S) (IrawrtotoLtv'rina; = OX rs OXO cotlisicoalsors) 6 I TrIcrova-1 NIL Fibsisr-ci sr�d:anrdcgii�51ssr sIlqmiIvd63A1W0 4�,qu��l�t�on-Imp,'kZqwt,7jraquO 12al4n__ IIJO yes P40 fifill FiRrIdis Dispalltil of Business & Prolessionsid Rodiliflation FR�R� q.ft Hands Department of Business & Prollbsiancrial Regulation 1�,�', i ,1 I Cobudba* rdille Plawgiarria Single, Door EkiddingCodes and Startilerds 115ox"t Budding Cudiss and Standards �-_if,�_r­ - 4aIIwtuOgV0wWwdnaa; %curiltigumumn) - 7 g. Tfientra,Tru pbar-CmInnow and SmIerth-atiar Nominal 8&#N,Q 41squviti,crin-Impad9criiiii Opiestic 1=11= No Us No N-- ­ ProdUCI ApprMW Application Detail Product Approval Application Detail Compooft Edge Fiblerskass. Single Door oith Sodelde(s) 0 risAftiOuisaiinj XO� OX or QX0 __ - 11 ­1 11 -_r ___ - ­ I I � r: :�: �­ , I � I I I -'r, � - - - � I � ... I i,_ I � I I � � I r I I I � - �_ I - - - . - ­_ I I %. � � I - ­ . I I - -_ . I � - ­1 . I 11 I - I - - I 11 , convauratl 8 h, Themnal'i wollser-Clace,.i and:iHnoodh Star Nwrinal 68011;0 4quodO�-lapaAqu<,A; Opaque 1241O= NO Yes NO NIA �pjlk, _ _ , - - " __ � , ,�M . __ _ i�_ ;, _ I I - - - - I I I I I . I I I ­­ � - - � I . � � ,: �' � � � � 11 I I : : I � - : I : � ­1 I I I ­_,, I - I � � : I 1- I i I , I I ,; ,- : ! : :: I � L:`�:� ,! . AWiamr � . I - 11 ­�,� � 11 : _ 11 r � : . I - : r � . � �� � I � 1. --- -- - e, -, __ . . . I �­_ I . ��.�. � - � � � � 1, r r i r��.- -. I � � I., -­j Z : �. r , 1 .411, , � ,� I _, � - ,: , I � � I I .1 �­ - I I , : . �1, - : r 11 r -_ r � I I I I., , 1. 1, I I 1 1 - - . I I - 1 1, I I � ;:� ­�. I � Colminsialla Edge F11:014tas, Double Ow Win ar .. I I __ 11 - ___ - rak � " I - -,----- _ - - __ - � - � bell, - � � a" gets QdLnkuAu 21111 Zak - - -_ - -, - - � . - Erdmv . _ I 1121AL 2do . I . 2" yAlewul sideldras (I niaM40wMAing! XX or CiXif.0 . 15= Yw,&,,__ switfulur. 29A,ld 11suanits 9 ldialow y---4mL2� 111% 'Jailifilad guiuwl rar AWME111 Amm9ima i1stuak- I= lisiat'llul Souldodisaa Wag E­II7- A LI-ii, Y.�Iflsalllul wh YJ NA ad blWalaw Fa� ilialUtaij &2Elzk;, iwwq comspratlons) 9 I TfOurns-Tru Filder-Clission; arid SIncialh-Siar Nominal SWAA 4,quot-Noin4mipactili Gleew 121i No yeas NO NiA Amftwlm 29M PUT Indust- jens Faciscrindri AAan*0aft9M-_0-CrR W-FRIDau, W-co _V&L IIIASM20 ,U�5m_2,1 TIMiw2D Api.- Ra.- 2020 sin wMaer,"li I so DWI latlitattilhaer Len F Larnes. PE 21*,te. " i.W.- �. 10AW-12-M IM6020M, 1011012" 12`1507_17 ;��_­j Composin, Edge fribonglass Svirrio Door ca.gatir W�4­ (W-1)486-010ti fTRO 315-1590 antoge,r Wi,d- (717) 855-330q PEA2514 (717):w_w. (taguringloutewital X ocwfliguratiou) suiscatimor- Fradl innisca-Milailiagnalivenes.c subcstegerrY7 roub- b6ftswitimliRd.00ns 10 � Tniarma4ru rborClusarik-and Smoodd,51ar Nominal 04#30;8 Aquotaaan,l mpace5quat; Glazed 12t5l[2022 No Yes No 14b; caimpflarraw4h.0� oMill MA ,i, I.kVIN M. Corre[Msae treated: EV%iralr� RIPW VQM a Conspeadift E48 Fibefgas" Single Dora, adis FI.M. Ressinemil A,,ihM-1 - s Lliden"d Morlicla Sidirlite(S) (I nankitrtCut,yoft; XG, OX or OX0 It " 1W, Prcfe�,­� Engine" 11 k Therinna-Tru Fiber-Claosic and Smr�uth-8tar Gointigurnations) Normal 68i &qudtNi>n4mpodAqui Ofated 12&1r2= No Yes w Nrh %muss aamplina, Aawasss-al-duss Amsensilmilas kw Design, . L=5� Compoistis Edge felingtiva, Double Duor wriO or 121119 Rodwist laudit -in-tittror ftm pmom atecrioder Carried Dmintion core it, 14vhz 0atddr Rehomi ini"'Unt, y4uniouis Sidelfte, (InswVouttinOing, XX or OXXQ a lel M jlatg� liffiestle Irnpod) Virnif Fixed Al ays6rmfi Y_ Yer Y_ WA QUORWdEStaria --Bmbmg-lqLuu AREWaglgLqu BRISM �a�111 couffliurstle"s) ;�-I ft'.1 Mmu Matial 2L Saw L99FI MLOM racuatill mosuft OR'& ja -A Mblia Hm 5291ball �� 12 I. TherovI Rider-Catirsicand StiRofli,iiiau Nominal 7&00�0 iliquisittfon-I mpacifflquirs; Glazed `=Irlm No, Yes No NLA . I . - Vedexi ,ti-nurn IWIN. i2MMOI. U. Yes Yes , I 11 rvmpoidiss Edge ftwokasi Single Door . onainiinetoulowarij A idarifigurti 1 13 .. Tt.,-.T,. F,beir-Classioand SrriocdhA�Zm, Nominal 7&M;O 8qu,bLqN�ImparMq­1, G[wed 121310= N. Yes i No, Composite, Edge Fiberglass Sina lo Door yi�h I S"ifis(v) (Inwrang,`Ouls�g;AO, 0Xor OXO ounfivurabona) __________. 14 h, Taortno,Trit Fib&.CkMkn and Srasoah,RW Nom" 89039:0 Boutaklitan,hryinactiliquad Gorad 1243112022 No Yes " TVA Crimpoeft Edge Rldratlitars Single Clow I ansoyartrOutnOissi Xuanallurationli 15 o 7 disarrit, I tir FIRW-C"10 lips [aitioctfi-Star Nir)turrad O? 93stc, &4antlasn-Impaquirivisi, ('�Jpgacl UP0421M 111,16 Yes No yuA Cvmaicawhi Edge Fillemiqlag Sina Its Door suth Sidailite(s) 0 nosm;WCubnewiti: M, OX or CXO Florida Department of Business & Professional Regulation Panie I a, Flordid Departmerd of Business & Prolfw.sishorhal Requiattinin - �. �F, 15 p, Themgt�Tru Fiber-Clawas; wd Smooth -Star ounr(guierbons) Nominal 6&Q9;0 squixtdlor�lmldact&qui (Blasted 120511:= No Yes NO WA Buildlop Codas a ad Sta radards ,.V=l Buildng Codes and Standards �: I 00trPoStle Edge trib"IdIlas Vowtilas Door Or" of wtiout Sidelihes � awsv�jfihrserft XK or DXXO FroductAPPritAnd APPlicillion Detail Product Approval Application Detail ourfigntuatiOnOf � 17 d. Itomirt, I rd 12lbor,Cedi and 61noodd-Star Nominal WJRA &IIIislIqrn-Impaidsiqui Opaque 12MI I= did; Yes No Win, � � , , I , L �, �� � I �,��, - I � , ��, , , �: "I I , � , ____ __ _ r , , I 1. � 1 � : � I � '' I � � t�r � �: � ­1 ,� - , - I � ­�_ � � 1� � � ;- � � - - : I � � � �_ I _1 _� � : I �, ,,, �­ �f� I - I I .1 I- � � - I �... - `_ - , � I � I Aaams . � I 11 I � � I - I I i I .1-2 I r - - ----- 11 11 I - . � � ­� � I - . I I � I - ­­_ I I I I 11 � - �� I I � I � 1. . .. 11 - I 11 - -1. -1 ­ -_ I � - I 11 I -_ - 11 - I , - - I � I I -_ rDR,,,rrdIWta rzolgo RW,glaw Sing Its Door ,An Tromadry, (Ineawnit?0j1doming, W cionfiliatuation) 1- _ _ *lagptt(�,:-__�&M� __ - _ 11 � I , - � _ - � . I . - - � �� - � ­__ ­-1-1-, I ­­ � ­1 __ - T, - � - I _ - I I - - � ­­ I � I I - ­ I - I - - I - I I . � ­.: I -_ r. - - - I - � I I :. - � - y - I � I 1, - - L � - � I �i_`, � , - � ", - � � , ­ � , , , ­­ , , - " , - - - I I - " - , - -_ --- I 1- - --- , ­ I � is I, Theirmi Rber-r-lasi mid SnOcceh-Star Nornnal 66iii &quotlinart-Impacti1quot Opaque i2,i No yess No Wit. ;sa_- Emily or Qdk 20 crxe, twista JAIR s2ft Efter 2111. L)N-- sm emam Eft Composits Edge Fiberglass Single Dow .4h I)CM YAdGI aaasuractureir NOW Etminsign, &LIamiss, X998" 219malm =&EMU am-1 1XIII, Yam= sadw 2miNff-4A&I= YAWAsieLft UJI1111111111 E&dXuw kKAIMM12121 26I fis�,__ S' id.Ria�.j .no Trin... (IsaRyrRlK)ut%Ii,% OIXO� MY, or OrOX0 MrAounithorml � parlisko 2mc � "rise Ha"n S%1iMQ PyoquctlO inr, 'Tuidaiol V. Amdrcv Tor, MA swilrani. R ii� oui 12,'144020 01vii 'dog Ittio, Ar,;:,� F-tcor iV25 "&- NO Thar,eis- L,itnowi, s,,h.rO,PF R�rs. j Kii r � t)7113�_2i Idwlwxq� =WV21 041151;K��� -'��c­j 19 * Thomrs-Tru Filior-Clooid, and Sincola-Sir Nco�iirsii WM;0 Foo:�tN*��-ilr4l,x�icit8,qi,i�o�:� Opainarro $ 2 I IS I I= 2 No Yes dkP fVA cmialar. P" 101*3 Ca0gi $454300 Pe-ilift" flm�Z"-U26 r."4141wri RJON IYOMI IN Ql921­-Q9 IPF 4.1sqa KI131761-55M CssrridwAl e, rairit rqmr9ituas Single Door Oath cadowaginty: Rang qheAd1­1a,st1Prm,h.& ii,i,-4�4imwci Scsfir. .0--jr-dqatraid'... ,Sswh,4.,� �l".W.VC.amtrig. )00, OX bir OqrO C4(adftUQ W�hl.* Evaii ii kloa . - rIMP11-111.1hed! Eititiulai. R.PM R­ 9 Ctntlinuous; Head and SA conligurtaborts) A.Aft R.91-n-al ArmIso or. Lictri-d not,id. Fl.&ha la-�Efemdkcfilrci - � 1.1--d R.�d. 20 I Tharawit-TTV FI W-C4$8Ie end SMiati-Star Nomintil SMIRD Squ*.Nsim-Iftliatitsilriquat Conerists IV311= No yes NO N/A Prolass.re, eutifir- pn:drmi�_! F.P.ruser Compooft Edge F.berglaw $vgo Door vAlls � - - Sidefini(s) (I issiters;i0witawarg; X0, OX or 0)(0 furlmdalpmo,gea 21 ll, Tporenit-Tru Fliatiri-CWHAWOO Mad S040001-Fiar Catranuour Had and 84 ourdlipurabore) NOuithill 6&#BRB,&qUo�Kofl-Ilni�li�i��l%q��iot� rlarld $ ZOI11207111 No Yag TJo WA AaAlqri_-- italftsisitIf.lidd, a2weselLa'Sisle bog wal 2412LAsudlaw ANh2jd& �dat .,iim.:a,dd1 fw Vda lauram 2`tdcual C-crithpasius starre rowgiass; 60I Dow �" , td, Ill is E."90�!I�,iEgtw-"An-�kgL!Y NO" &OCV91 Deddylisiflo �1111919si-Q41 W-11YdA &*Jw$ P2 O-WA I- L-�L* ft—­�10'-dei'. qda-ihau�skn eid-_k-aAts­__1e,k-dI C.1 03M_94AL&�Ir�_t�'gs 41 Hvinz ' rnufActO HIURZ ' " R.Am.A --- Pt-,-, -­­ sloww'sil (I issuinGioumi M, Ox a OYO T Carrada,sk Lap ShIng 1b.—ail.p.inciii 12MV2023 Y_. Y_ NrA NJA, *1 a &Wcullisquot SoMir Von at svids Vinil sork 12.131=a NO Yet, No TO continuous HW Aid %a conflottrations) 2 H-iteistyl; Lop rAdirg 111iii-rark his, �Idfirg 111omw Y__ Y_ NAA NJA 7 ts, 64iCtAIRSAM T43,qwor: SaRK Vwl cir build V" SOM fxf3ian fs. Y" w ��-_, 22 ii. Tihortrat-Tra Flodr-Classiciand6moolh-Shors, Nominal 8&M;D i8rquoiWori-Impaceowt; Glazed 1 W112W No y4ni No WA �­� o. kpjd:Q�allarar walso Rettl6dwit: sollit Vitru or Wid vinnil,wilt iF Zrtt.2V3 711") T" P40 �� Composite Edge Rlx�rralaaa_'Anae Door uth 4 a Les'emsawa. r-ft V.1 ar Send %W Siom 12alr_=3 I'le Y.. I'lo NjA sminKS) 0 waingloulassaing: X0, ox a OX0 5 . &R.cit-'Chiert. Dakialli Sort Vent - W'd Unit B.N f WW'__1322 ,,, I Y. K. 1�1 23 w 'naointre-Tru Fibso-Closask arid Snuorih-Star Continuous Head and SM wridourabom) Nm,�h)a[GLIW,84&ALr�tPlon-�q�n�c,�"uot Opsicitur, i = 1 rA 212 I No Yes laid RA G I twci, 3'r., id­%quct, Saffit V.k - sdo ,y%nVT!dzg� i7173111210 �xl Y. N. N-A Gamposeta, Edge FIk*rg ratia, tire � Painiclat Id If � Vandasi 1% a w w 0 , � I " *W no Q utswh 5 I Xii, " Oix 0 � XKICK configiurattaret) 24 x Thernna-Tru Fitter-Clasak,andSmaidth,51tar Nominal S&M 0 9quotNon-Irrisacdquat Opaque i2)31f= No Yes No NIA Compoi Edge ril,eirgWo Doct, Panels with Viatrisacl SiddWe) � rawngtOrmamig; )O( XXX or X)M c_f�Ru.btuu.) 25 Y. Therrits-Tra F lisisr-cosaria, wed smosith-sha, Nominal Sar,ali�8 liquctNor -Inpis,118trittot Cali i 2MM212 No Yet ;No NLIA Ctinlpoilirtis Edge Fiterillims CROP FarAirst uhn Vended aderlia(s) il"Ainwouhavial XX XIO(V XOV, Florida Department of Stusitness & Professional Reguillatlon M As 1 a,, Florida Dopermsont of Business & Professional Regulation Iv� , " �,,f I 28 z Tharria-Taij F bor,Classh; and Smorith-Sitar wrifiguradorm) Nowsurad WWO ?AwVNan-mvact8Quot: (LOazed lnlr= No Yes No N/A BLjikflngCqdR% a rad standards 130401 Building Codes and,15tandiards. .1,31 �r I � Composite Edge Frittlarylass; Ckw, Panels with Veated Sicurflaii(al linnewhignouftmang� XA xxx as XK)O( Product Approval Appillicarion Detail ProductAplaworical Application Detail coareuralions) � , , " ,� - " - , , � - , : I I �� -- . :! :, : - �:: i I � : T +, :il: � : ,i - ­­ : : r 'r _� F�T_��­��T�� �:��:��;��':, , , , , , � - ­ �­_ r �� 27 Out, Ttishnsa-Tfu NIONOF-09155iGsi Swridtfi-Sinar Naiili%aIOWOO,,B&Qu�rN,):n-�mr�m��iftLiotGlmed i 2MI1201V No Yes ilso ruk CompodtacEcaut Fibc,rglawid igIc Dowyoilltluoi 4 *0116"', �, - kA4W­" ! � �', I -, �,,� n�MM,,,, � W11111-1140V� rL �,,� x� ,:,��l:, , ­ . I , - - - 2 : ,. I � I I �� �� ;T;: i,��,�1_11 - � , , ,,r,­Z,­ �­ 1; ­­­ 11, � �'Ikl­­ 1�1�;�� , , � ........ , � ­, I - 1-1.1 I I ��u ­ I ... I I I � ­ I � 11.1 .", - r, 1:� r,v�� - I I I "I C� I r M Dil � I - 4 � I I I 11 :��, � : I L � - . : I : . I r I �, . � . I :Irl � - L ! wip-mu, , , � �: - �: � : ­ : �, : -, � � �!,!::!: .� � i ::: . � . I � : : : . I 11 I I - I � I '': ��­,' �' :� ,:':1i �:!: I I 1 .r. � I - I �:: mtl. I ; F ­�_ . . � � I - : :: :: :: �­,­ r �::! � ': ::7 i :�� � - : � r � � L - � r� �_ -i - I I . I � �,!� � ,� r.�'­'�_�­��',� I I ��, -�-, - 1.11­__ � I 1- n,� L: acloqo(si onsaIngiCartsirinif )*, OX a OXO I -`�' �4- �� - - I I �111 "Il'l � I I I " "­� I s" - I - � I I I I - : -_ .1 � I � -,, - L z� - r I I I I � ,; . , : I -1 � I � I - � - I � � . � � � � � ocanWrallons) 921t leinifty or Rd-, 2!U kit om enift Q[ Date 20 am sishialtig A" -13 ze. Trwarms-Tru Flbw�Oasgk Ana Smoolun-Surr Nominal SUM, 8 Squottw-hrousl9quot Glazed i W I rz= No Yes, No TVA I= Veto- MKWIAgWEM Sinai littallaut; A 6twom Y-A At YAwed 29111 rat assianam! SULK TV- v,-,Iw ukaynotelons, conew Enot-ar. Lisepthat vqhdaw la, VAlsonsw slublevied Fay 111,010" blaan-_10 �t­ C,ornposito Edge riblinglaw DinsiWe Doc, u4th Re"Wee 2029 TAJAK0 isilding Products LLC KIM Slon SobtrINIeri Jean W- Kns,It *.in. PE 10434M20 osqZW21020 % on M q`21O 1 W. Z-=0 N4--o R-.I- --'.v L y' llws��. Inc, stirs Thwpitni Av.,h4edural Ticay Ch. r4w� Zachary R� pmest sl~ 4 Lit'-d" -,T OW17orm Ow1w&A ft=020 I 2`1 500', 1 it�� 71 3WO ,10 Sidefteds, irmIryingioussi 0)m caftianty; RQ.MO �iVM 024-6844 PE-59168 IS5,r, 772-8224 kns­,1�"wrj(TA#WCIYI (15"744-34M PE-7402$ i7I7)JVr-e454 29 w� Theimst,Tru Filaqr�Csasel,r ard,Switooth�% i configuration) Na".Wei SM3e0 kiss*K971-Ingpirequot qlaised I I-MIML 11 No Yes I'so N,II Subcirhtiauni� urdedaymand, k­i,irO1.,Qanft.usrn Oselliaw Ronling lanyagonraftlooffing,cons Camrisfite Edge FiliLgessa Skas Dox tAh'Mir"d 0 CaRRVIonie, Mithod: Enaluallaq RQW ton A SwbCRb,qdqi Rbiiing Accasw -, that ate art Sidolkiii oftswftwoudq"V� XO, OX,x OY.0 Flai Resuifilred Ardthad Or a Licartace Parent Irrhaw Pan rand Rooring stele. cumplistrus miqho& eyalowthay P�Ddrr tom, R 30 sq! Thoqrna-Tru Fibpr-C,laonao and Smooth -'tat ow N..;Iollg-A:O&q..tt-l�impacftqL.� Gwed 1 - ?= No Y" NO NiA ly,chisax,nal Enstinew Fib" "nsard Archkost or a L-vAIJ Ror-i Cin-pcenta Edge Fiberglass Double D= with 1`11,412320-Falintroducts, P"r-obw 5,�." 3&Xa9,,0 Sidelites (In"InSKNbswrili CXXO QWX ftuasas Antriassadc-itust 6istaidwirJAN jmw 11twou 1`0221HUPWOOMA 31 Zv� �harrro.Tru Filso,ChRianc, And Str0sth,dIdir vc,rilquailleti Nomysil Tessagi &qUaMoR.I mildildilisquor, shawar 1��WOM`121 NO Y III POO NIA ftaLt eMduej Moral. lilauni ri plisdusl anctilialsio r,ar4oallunhislior'lleat la 6iiz ZdAit = Riatwers! PrIalawn %wilIf ARIALLIM9 8wassil altutbij for Use h9al R��, SAra"t: COraddradirEdda"�aIrsd 'IdirildieS d�'�Qdt I TAMM, Rrd Undt,learaessits(WHIZ) Rose ir"Imd.ynnisu. rcO.O. Vi ; iso s­VVI4Z XvidiIii1il YM M� do d1nA As" Produot wAidal resnalleausi- litilishisid Quoldraia karrunin LaiNm Data 4. !Iadl, DaAarsi $1."-Stjkut R.- - rJoicirvidth Or'Atrhout 1l4Qui2qddOliadAI (InvisingIOUtowlaIr X OX 10 or O>* configatan. 0,.7%) 2 T.kWKO POO UrrJ9ftjmWa�N0N-HYO1Z) issilsooloons, post-ca,04).Ort. rat - In Fec ­Hwtz osr.-PoRll I no Y" "A. WA i TNIC0 Fm: Top oli-Ruita, York van 50flic 10, Tiq 26 OL 51211- Kier V011tiblars *Ith -brrft 01%cr`2q2$ Y" Yie's UA ,� - -_ - lurisde0ors. I :� TAMCO Goonened(Vors TAW�1) C=�_Ivae Roof Vent -.,It, Ams, 20 9L owwfzow 26aw. 54mq,,V�"t,IWO�,wflh,nt-g,�ft4db*ffft cw_s;2_w1 NO I'to Yes Yes NA WA 11 ­ P�,A 4 TAMCQ Roumil Tap Olt-Ricuts vent �,M same far rk 26 ria� slaft fear ventlaillor Was OW110 0$a)%`i Its, Yes "A 1;i�� Florida Departme nt of Business and Professional Regulation Building Codes and Standards Product Approval Appfication Detail 3/15/2022 FLffa%-R31 9QU MUME RM Dill Qft PA9 §M& D.m )&Mi2l3 Manfac_1urer Can_t& 900221 1i AW�. YididilWd Uhm1god ftodin , ARWgyo Apprtived Revision 202C MLyGLASS USA Maury,di License John W 100800W IWQ=20 FQC 1211512020 Category: Rooling S95423313309malpefb@polyglasr,cwn Robert Nleminen Knezevich, PE Dull SubCallegiory: PE-59168 (QK 772-6224 11/01/202D Compliance Method: EnrSItuation Raportfrom a Florida Rogha-,ered Arch itect or a L censed Florida Professorial FLA2524131 Engineer Producb am=. APAMZKL12LM AIRMW02LUM 1MRW Will 929-9 Produsirs medll& hhaiter " Product Dragitarfigion Data QuItlilidee H 822LA" FIB 1 Pawam RW uryale"orift Rattling und~enes 11012i,12= No YC__ NIA +WAbSZ?Z, 1 Pirlyglao RW Unceftsymento (HVM) Poinages; real windeahai tarts for ase in FDG 12123r= Yes NO WA WA HVHZ jutiscliclovi 2 Polwass Roo? unaerhaymenin (incian 41wizii PoWrass radir affidesdooll'i am, w use in 12J23r2M No Yes WA +N.W-e,MZ F8C: =�HVRZ jusladialkinar 1 polyglass Roof Undarlayrients (HVFP fW unwerhilljTtlairdS for usee in FW 1023MM MIMsdialrom. yes No rWA WA 2 Follygaw Roof Undarlialinnerlits �rsori­idiiql PolyVass rW underiati ents' for use in i2f2W2= No yes WA -Nii FBO non-l-VI42judissrodons, 1 PlayJans Hour Underta"erds 1WHIZi Polylihinns nai(wandarlayrritradu for use in Frlsoi==23 . Re 5: NO fliA rids, HVI-lZiurisidintons, 2 Pdyja-,% Roof Urytharlitymenti (indin -HVH74 Pt*gla% rW "edaym tants, tr, vag in tm 14-im No Yes WA +wA/-V=4 FSC non4­IVfdZ jurisdictions. I Polyglass Rodif Uridetbliments (WHZ) Pei ass rod undedaynt enbs for irsee 1 n FBC 12123MM Yes No WA WA Hl wricficfnqnas� 2 PsylvgInas RocIfUnositlaystiards (nor-HVIFIZi Polygeor; roeundespayTroats,for use In r2;2:VX11S No Yes VA *NPVC22Z FRC nOdr4HVHZRAsdOatdow F lorlde Department of Business & Professional Regale," Brad ding Codes and Standards Product Apporcaral Appli-ortion Detail in. 1: -9 2 101512021 . - - 11 � ­1 11: 40W � 229 I �, �,,,_: 1, - - , .- , , , ­ -­1 , , , - ,. , :�_ . , � 'i M_, - - - I :��_ - I . . � � : I ,� Ij I - -,- : � - _L� "' � ��111. - i� I � � �V_ , r 4 _­% I � � ��' �r� �, � _; ­� 11 � I r- - - - --p-1., t .. ... ��, I r r -_ ' ­L - ,��,�L.11.,!,,�, '7 - - �..: ....... - __ - - , - .� .... . . ... . � , _, L , , - : "� ,., � . - - ... 11 b j1_ - � .... 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EVOluadon ROPM furts a PrOdud Evaluation Ently Fiddid"Rfigaisist QuartrAothirwroo ALMO"4 hie vo Amoybo M Via! nDatt p9don 1w ftilien NWA K"R[ w Iviiiii &AXL911191111111111 CQWAOIML40mcal in R= QAA&-t= ftow I Aftlaama 18 ;;.� "gim vlarigh kries -I,x. Ons. 121311=2 Y_ Y.. NfA WA 2 wl&�Iyls 18 __ 7�tser Mae WWVQO 11.0s wMecta able 242 Yes Ye: NIA K/A Z Will if I's PaL imss owniascir Pass, :Z MU2 Yet Ye WA NIA 4 adtla.-S 311 as Nigh smunipth iru Os c-la NOW i Z111T 0LO2 Y_ Voi N 0, NIA 5 IrTworl4s X, On InOt, artisans sross i,"Arritor plate QJM2022 Yes yor NA IVA a TLIe UTIS I,-, tir, I- acr,isistai- 1 7i-1,u*002 Y., Yes H LA NIA I T L:2 9. M FX1 20 p. ran cartriessor Fort" 1231-02M Y" Yes NA WA - Florida Department of Business & Profe5bional Regulation Building Codes and Standards Product Approval Appilicatloin Detafl POO. f of I 10512130 �� `L 1 $ '' ,r; � "I� -� I ­:: : ���' � 1_�� ': ::�:� ��::�, � :,� �, 3 �' �, �1' �r; I L :� ii, I f : I : :�5 I : I;- 1:: _ 11 . 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P E. 1Q1,&?P20 1.1VIM 11105-292D 121-i512MI) Appir-od catiagov, Sisittens (561) 712-98132 PE4046549 (954,1947­00W , panels SUboistagery, ,qu,crI, fflikaQ�u1sinIsIciolShurs, ooduallance methroc Evaluati-i prt,—, Iraq, a Mcoffi Fdoeus Fropwi,daixtiltwora Lr_rx�d Fulda Prohmsovid 2minsor FILM L4Ktjaa PMgijds QuallorAssartan Aryarnworl-lortilso, AMMYssrictru Imp= Deslars §9I MR lust OdsilIKOW Numb- or Nv�wv Pv_d�Lll 9--Vdptwn qu—pbailliLASM-ficali—Q-tv Ln HVKZ PI19*40 —HVH2 leatilrift.- Pretiew I 24ga 12�OlWaraol,Srriof SUOMI PaReK 24ira rAtwatna" Sloe! Storm Ptyreqg 12f31iJ0Z2 I�Ve Vas 111,, � N,rA ___ Florida Doplartsiniarst of BusIrmisa & Profeussional Risgutation Boi idusis Codes and St.andarcLa Product Approval Application Detail F_ 1 'r � U-.1111; � : __ r I � 990- L :::� I � :, � : : �� � � ; I � I 1. I - - --- r - I :.;: ; I ': : , � ­: "' - - - ,� I T - I - - - I I r � , I ,:: r ��. — � __ - I � : �_-_ :: r:! �­­ I I I - - I Ir I I - . I I I ,� � . � I . 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Rabrart-20v I or.il 1 �14 110 10i iim5m2l) VIOSIX", �,�, Catismarip-5tructurstiC o-rciats. , r321I7h1_7V7 fsq?i 60-­1917 SWC."i Truss rnine,i slaseral.1clowb� coto Contibutorilthf.e E.WW- Rrnort ir- a FI-E �-IOniffon Fred? FMBMZEFoduct* 0,,WAsO�-9 b2g-ad for Uk. Aperonallmid- lmw.j Z___L:!_1 51431 n2aacitilidd-AmildrAlk" prqgw-14wlloiloyi qNstrac"Dialardari IDIOM OwAklo.MM R"Itm .Ztt" qr � I 1VVSC1_fAOqI- trahir-Sh-aft0i 8.0.0: S) fildtfil C-octor pita, 1 1`3 1 jnl w 4 Y" Y. MIA ,����,,� 2 I1W SV�,Avow IR600 PIL& dlaltsl f,tranecter Plato 12111QV4 11, Yes PAIA 'JA 3 111val-CiihJurv, TIWM hi Q-170,nal Rare 12�314202 24 Yes Yes 141A ,;,, . W, W-WAP'. fty. Mich., C-rictinir Raw IZIIP024 Y. Yitc Nhk ", Florida Department of Business & Profesibi" Regu lation Bui long Codes and Standat Kit Product Approval Application Detall F.R. - � I 61-11'i,Wl . Florida Department of Business & larcilassajonsil Ragulaboi Sulding Codes and Standards Product Approval Application Detail 1 11 " 1 ,-1 �, i �"L,'�,_, i . I I I I ITgO,_..­, =!rq;��_­f,­ I r I ­­ ",��­­�­ 1, _­�i, �: �:�: __7�7,:r� _ijl 11:1 I L - ... .. . "I 19 L LUI 111 ,, � T_; 7 , I� ,���,111��1�1�1�jjjj'I��r �,::!i � _­ �, -, r' �-: , �,� , 'i - � I _` 1 E I �:;, I I I 11 0 ­U11"i- --- - , - . __ � - 11 � - , , , , I I j 111'I,� I r.., � 1�1� I r,,- 1'. . c ::I: ��, !� I::::, �; 1 :,"i'::,;,� . 1�3 I ;1 1 � i ": I : � __�� � i - ''. 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RSCP Roof Bouaft"ry Mips 33 ST9,,-,TI2.ST18�Sl'Z2,,--Z-g�-IST2'�227,-3-i2ii�-z 9TM21d ��-;r:--!�-�.5-Tf,�-'.�',�,ST�32"A3 Ssuieht Snaps Tel'' arst heigille ranging hiss I I " us 32-10" 10 in RSIJI V8" Unlit Red Ran Disbown Syatern, 82 R5T-3 Roof fiv"Down 34 T820� TM7, TBSr. 7P,18, TeA2� =F" Tfvv� T dde. 7F4I T�­Kiur, B-f0li ing 6 �-- rT,,,,,, f,,,,,,,,, � � t�� eumv nanitlem rlerlqCM 010 JARislil ,III MAdthIS trfrs�jlsj� tPUM 3-d,nv'U.) 7 I I Ul lj7 Lllhf,ft R,nd Ron Teentem Sestern ',t'2, RTCL�--­ RT(Aj R-,�;2Z� RT 44 RigWrip r'esinLceias 35 -IV4B-EGr ll 70,614 NiVab Brad n g 1"4" andheighil%�anging lionn 1 j'js;" to "', � . � , 12 U R&A 5sr' Uldrit Red Ran fresli S,ie,., 'i& STC ,ST M', DTC� HT04 Tnri�s Sitter 38 Vr,� T VG'r P � V G T L varedble pitch Codes Tevicew, � 7 V, LIRS6 � I I G:--::S'�'Mtw.� �-Lan'srerrs Sla I 11 �: I is � � anig le'm avalikkef I I 'I ,n] In � Is r�4 rig ii ig ii, �wn 2� 1,4` tc 6- 7'jl?ll " ' $5 T X-07, TJC57 TNes Junk C�Jies 'M'�' nvdh�s wijoiling frni,� �B !,��­ 5,, 2'- PA" Ureft RW Son TAndlivori, Sfutrare zF( W51 06r WS1 l VVS12a, Wei 11-1'0� "A'94431C v1dal & od n 9 1 SS Z2� Z4, Z44 Panel SMeerin CLIss 1 8 GF-TV %,nmes hanlgers . 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Qj4rj I I � . rl"sn'T'ns renrljo l noni 3�1rilir't's " -S HTIC-14%; HH001 1, HHtrQ t 4, "'Id,dCner, -1 S C2L­Siv,' `sr­5fz-SD,SS, DS-,151­­SDSi3 -s'ner�Lto'N vagabk M, eidths -w9y,g from 1 -',*16r� to Sal&' and hI -, Trl'-" asdfisiI hIs ivnig,ing homI, 7 I 1.2' (r., ,r,37', .- III M � SIT Sa, DSC ;5i D­ - Drag Strut C, __ a I 0 4 HOLY2, HDU4 HT)LJ5 HOU8, H(i I I HDUI A I lobvil-Im 'i GBC ,G:ad� Ell I-orpacto rang:rg frorng-'US'do23-15118". I �!: il r iG L! V,sv (: irs in n nper" 11 1% r I i� nge I Ian rjvr.,L� 1, mirnb o LI, %,It 1 Ire in ng 11:1 g fis:T" rr "!; (4, k' -1 - 5 HPA1418, HPA-15 "kap-st,ye purilin anchor 4 HGPI,dl, HCRZ HCP4 Hill Corner Plaar It HGU3 "�"SCST HGU5'Z'-SDS' HGV-5�5"L`S' HGE-15�f-Q-SlDcS� HGW-MS0S. HC,U7.2& Fac*­rnount h"ids ira` endheighle r­i,�;-g. imm � 4"Tu 51" `THrA, ­S`HtD8,R,I ,Strap -,Ate hold�tksm 5 H:`,Fs'.Z2ri, lfl-1RC,42r HHlbF142-2, HHRGW1 51, HHRC44, HHRC:51513.25. FHRU5.3T(3 12, Heavy Hip to HirigeConreerk-jis SDS, 11+�'iljsLodl�QBS 5 r' � , , a LS I 1;� � 11 � rie': sih honoerc I up tiangra nurnreTrii sva ublv ni wilins rangrig 4onl 2 ?LI'l ly, to 1, 7 H H R C 68 �� Mi � WASA IMASAP FoundAttor, anchor sirl 4 HGU�i neles hanger; Prace-nI, hangeTs znirunable inmMs rissigirIg from 1-5A­ to -- 1.1,16 Ord ho I 'itild, �vinginginnin '16, ... irl �'&" 8 ruPA132, taper ,,;;trap­5tYL- J'Amin archof 6 Il Pi -trur'22 Ho Ridge C-ir�vertor a�,�"'�iiidi,�ie�ighbmngi,igtrom�5-5?1&'tp 12-71V'� I 1:1 11, I I � IN i I" %'v1'r2 s li a rqc rs I Up fl - � range jast hargersarvaiPabln kii sirlVirg e4rgjn�j -il 3, 143"la 9 FAls, Pfi,7-�, IDA�.el, PASS, Psrhl , PAnK, �Ivap-s"Yle ru rin anchor r, LRUZ*,, I - R 1, I ��,, Lie U211 0 [vv U21 2 Rafter 1-"jer I-11 Fli x-�$I)s, HHGU--v -50-a-'s HJMG .5 6I lv,SLF7- fj()�-Sr6 H+CGU7 2E-,�-DS. Fa,�v­rr user Inane n,r. I 300 -Yand ?"Aflghln rantpnp 1s)m,!r 10'' 1.0 T3 Irs' ' . I - 10 PAIIR PA12S PAlli PAISS Strap-atyLe purIlin archor 6 LdJ20 I�' 028 LEM2110 Ill Su,-xrabIv)S'kevuuY,e '.I H�Irel,-j HHG LIV ULLSQS . Z I11,41P sUl-ill ,.-,ririvsrrsrljw�� T "pr'ango ner,JI,11 �i ,,Va2ll e, Wj 4 ,� �,]yIv,'�s 1 _���! ': , - �� _ j F A � ft,s.', 11 . I C," to �- r _ 11 STHDIC, ST"HD10RJ 'Arap,4tyle hold-rilcerm y `�IR, titi4t,', TnI Searing s�!ihaincer 0 HMUG2�-,�-' HHUS;-M2 MH;JS210-2. HHUS46, HHUS48. HHU'41', HHU'5�'Q'or Race-rrinsint hangers Y27andhoghtsini'ging M 3--�­� ""'5" Concear-j's-ne . r -G � I - I 2 STHD14 ST�-014RJ Str-p,#k hold-suvw. 10 Tf,",24, I LC ',"rS , '� rIC_7Z Trixss.Clip U, H 1-1 S 7 2 1, I I 0 v oI iH OC71") zr,I a in blke to � a I 11 rrcr I si is �'av I qLt widt h 0 11 I ir'� f to no jrH,t'2,,i' T H A 2 2- 2 - 2", TH A 4 I 8, T H A 4 1 8 'T H.AC418� T HA42'). 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Hanuers ur HTLQ5 HI J2R, HTL'21C� HY1,Y2t!L2, H1n;2d-;l, tr]`V,110�2 Fava-UI kningers, 1 "", and heig 1 4 ar, g "�g fta-n 5-3r$`1""')7' 15 -P"gav 4­'�'Dd" T[-rj"'Q�5 ' ,i -- S HU, HUC �,,.,-,(Ies hacgr.,rs Fixe-meinq harigNs avadable in Mdfft ranSing from 1-9.­6� kv 7' I - v, *5 P I I .. � n`�-' T. Ill , LU 3� Mufflole Tr--Is�l I SD ­U �� -H, '-"r W - L ,k-11 1!; I - - I - � ! r�v- e�-- v '1�4,1)q�-L%',� T,--,p �lsnqe ,Liangss", ovnvra�!t m v'Rl"Iss rang:(I�g 170'r I G1,118" to 3� 13 TSBR2 24 Tirtiss Spacar-Restralint 112" arsl heightu rangnig firrien2-706" to 19-Ur. Conceale-T., Ir-­,, i I 5,113" and heighto iarging from 9-1 Wto I 0" '17 'VeA2. Vin,425,, VPAS, VPA35,, VPA4 Va riatile Prich Ow rmchors, ver,unit JHUG) availablin for sI models having vreftm equaEE t�� C, I 'o 'In: '�wio,r� han"'Ie�Is Tup �Ianqe nangers aiim[aWe �0�k.'flhor 1.9116"and heighli; I . - I 1 tv 11sill' G R krall" Tr u vi C, is greater t1san 2-9,16, usigirg rr,)m5-3R"ia70r!4` in HUCCi 11 ,31 fir-SDS. Hil Ri,vil I SDS- HLICO2'D 2-CONS. HLCO-210 ',--'DS HUC05i0- Fwe-mourlt dange,rs I '� ,,rr n 4-j, e r �.,, - i-,v I re , h "o - - i , , D"I, '3e,kIs In 7cp flange� �anqev, , 10 9 - v wici � C' " I -9M U, an(] heq � I I � SOS, � I I JI 411 (t -SOS, H U(`('441 ��-vlbrTz r,EU �" 17'i5 2 sto-SM, HUC� �45 2'4501 i A-DS2 kLK'A,'S! 0- r'sImoing fnun-­qAv16"' Qn I a-l"u, � i D s' H U;-1 U i � I 2 - "U t; I I � . I AAR 2 " r I /'-� ---. \ / ) A - � -+- T- / \ .1, I � V �' I V ' ! Virtual Revie ! Plans Reli,jew c W Assist, Inc. I for compli OMPleted and apprg , 1; atic - li' eu '� e With the 2020 FOC 7th ition ::! I '. . I bY Debra Anne Klahr PX2300 ,; Simpson Strong -Tie 2020 l Approved Products Updaed I zw"ID20 92= Simpson Strong -Tie 2,020 FBC Approved Products Updatlardl U)30=6 M= Simpson Strong -Tie 2020 F8G Approved Products Updaed IV3III E� Simpson Strong-Tie,2020 FB,C Approved Products Updated IZW020 � -e- -- � � -- - -- - � - ror caneX in" to all SST GPOINsis R,14 bow, C L F,x --*---! InIba- to sit 4v$T wouesl'� Isi uerrvv ",'ILKIK !��' E - F!Pgg!PW'4L�'�, Frx dinual freili is at $sT opprovels Ford h'kIirv,,,I;j, rr��d ,. �10��-`snld For dlux,1 N*, lo i2il r: 0 r appie�als lH,I J 1j elvAe. r- j��,K I � T: . 1 4,; I --- L lig "I , ryl� � Qidki.ift'1614 , ' , 1 -MAr � _j g! ' ' ' e- - ry N-Mne I A�cw',.n.�- Ctl(vrMi " , V -won "q,K�dnian,JNU*ivt-Da�eCmn6yt4o&eofArcert�ncooq�'��A�,LZ , ' , F�;radd�t�,o;��i-fc-ma�,-ir4N"rvFtqi,cWlFSU�widoProdLidAppr,woi$�v,&rlw�,jf.'.ent-i-Dadt,,-o,F,t,tK-,n�,!�fAcl;tpta3�,R(NOA�, rcx.onAiw.i�r��b,o,i,.gar,li�i�fi�s,d--'s��Ait�,*td-F,,,-I�ik�Ar��or,�--ol���ysfA,,i,w,,�-r,lm-V.odcc,*,.I, at additmal inleAostion rtsMiding Fluldev otsi x prvojev� rNz 11,01 11 ... � - ­ 2-IffiaMel ­ - -- - �_ __L�jj� �,gr'KL - � I addq��Ial �1±xqrisirrn te�ardirlg I rsjrja!� �kabemirde Prokici ispi 0101 Sy�hes And M'-jtq-Lsde Cou'lly Wd-­ -'! 'awo,viowlev lNIGAj .4- -� � -­'-­-­--.- - i I "I FLE JA§EM , 7, SrLbis�, 56 S&Uri , the zr on I z * "' ET X­ A,j t esv e A n rjh a - for son c r r',* � I LU sere-, hangers Top flange hangers asairable, in width of I-EY'le-and heights I 6 :oLUV1.W, SILL"I `1 51, 5I 06r, sLOV2,5 -�, . 2, , L� r " T op Flange ,srst HunHa's I faTN��ii.qi�Of'��6-,e.o8,iol5-1;tr, 9lFtV-3!56,SjlS'4H,&2 E'�t,�,IV4e,1#7,�l'�,t'�%'4'2�TUtti',r,'r�'�- tv,1,11),s.,"F� l'A.R"15,60, 1 ' I 6 �'�,,'rf.,,r�-,I.P-,o'-t�-,'fF�7rj2,��.'.,,T'G'_1-4,i:iC� �'7I]S-&l Strung-Surl 2 Wedar -r for --;o-verte avai�bxlle a zarborr . , _r,, ArT6,,n I I 21 1­3#2 sterss harenivs Top flange insingersavadaide, inisidinie'll-Fil and heights �N EMOIL91 21k92L HMM99LRLNLTA EM29929allAW11 19 SV TMU SfUl -]"22 sisff -1 4, H ­4 k-175 WkwvAm's i store I and 7, � ! ypc-� 304 atn' A,,F slejn�-zs wee� � tangirgPor�,og-3,(16"t)l:�,118" i PHUS"210-3, HHUS2,10-4 Johe $-longer 2z. s:tv'slyro, Smi Slaps I Ila Inil t I rllgl� t 1 r 1 7 Tlthi,ri HID 7H'04-1, 'ril"MM-G, THD-H.�14 THO 1­16,'30� 71-It�I�.('S,TI:Ar,',:,.C��8�'.r�'�i T br"n Hr' Heavy Duty '&-'IswAnchur fbfC0uGM4`B and 'nM%0nFr` i � � 23 LEG,3, LEI'35� LEG7 senes hartene TW�la�,ige��a�igv,sa�va�at�,�v,ln�,oidtNsta�igki�,,'io�i-[3-1,14'koS - MRS6 141FS8. HPSU Strsp Tres 21 -EV:?4 SPt) Stud follatit Tias FtwilebIA 'Mt 1) hex �roi d in corc-on &reell' �-, nd Types 3er anol 5 I I$ I - ,. I ,. 7j8"' and hol rtinpreli frorn P` to 3S-1!7r1 a ULIQQ210-2-SU-S� HUOv,'210,113DS, IyJr­--j�,lrj-SDS jupFft Hunger M SSPI OSP, TSP Fee d Pb to 7 uss i �4tarrle,,�t sueel. oF wtri cuuntersurit, he�-0 In e3rbars steal and 1 24 IVEG5� IvIl seeristeingies, Tup flange harliniteriv,alledle in und,lts itinging 411nnn F� 114" to a- 4 T HGII THOR34 THGSII TH081-13, -I HOSH4 Joist I-1 anger 21S SM DTC -lussClin I Tyn&216stan­-S�-'�� Al 0% j 7)8"and helphlisranuding I'ven 9'fir,32-1t7' 5 THG07-SDS3, THII 5� TIr`r,GQ4t'-SDS*, T4,3,,-ji-f3�SDIS45, 7HI'si'lint I JoN4 Hunger 2�� T,1117i22 -fuss SI-Ace Dois�Ina I ! A 7it-r, A!-% �n,� ncigk, � PD1576' 41sC Tldrj5Q,X34RCI -9 Nnn l-ir`,L T" hroadled �vvdnu�.unfrrivr czvncrefP -,v ­')�"j;- ,,T 1� � - %j rl "r _ �, 'Qsse�ude v � svni �!-�" Tfilsesh'rel�`sxl Harmer 4.fI-I1riQ24.-V53FnH, 'nlrIlEs� "'j[58Rt_j - - '1-r' 1 � ff'Lj T r*Ti FIQ Thr&aded R_--j �'wq&� �01 Qonuptur '25 MIT series hangers TgPlfhelge intingersavellaniq In'"inihs ranging Rapti I .9110" tot- e THQW3-�,', THrJVV�4 � NUV01- 3, 7 HGWsl 4 Juet Hanger 1 fue$ jaut��'Q i 3 � � i . , lIe" odd heights rungillig fees 9�114' to ;sb' I TI I I IT t �, T 11 ffi I "12 12,R I- l' " ' 1, ! � 0 20' tnr� PFb, Ppli PFCSS sef4e hurlgfn� l up flange narigne5 urv�r'dlatde in eidel 01 1-9/1'r and isysinui- : � r) VIh,sJoe-All! V%`,10i 'N�Jq,TAII AnonoI rltx�,Ionry r � � I ^ % I ranging fromS 3%.iW to 7,IS" FL#_j 114_73-RP ELVI 2204- ; %-I -j ' 27 rint Hidge taftex centInclor I lqoimow . 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I U) � ' a 19 EM-9 Fradutith'iddal blurow, or Name EMggo Description -;G SaMI3400 Strong-teuve SUAA1 SMEA-0-Rild Smew I FP1T:�,rKFi!212I4, FPHS014*0�,114-5F jrofl&"� 7c' , p _____ _ . . enj '�,�I,W,S Mawommw M aM 21ffiR2 1 01,51"I 2, CIAST 14, CAM STC $ 6, CS 1 4� CS1 C, o5l 8, CS20, Can Coiled -Straper -1 T, ISTIN122 Owdoor Acreets HaIe-Hruld'Washpir � .11 �­"';Ci�"�'n T �frn�,f 'v, � '�F�_l�' : ;:!�,:, SF��r',' �'. r), SIF11"Iril 1�5 5�!ZCO 2irr nsell Framing 174win�sl Ap ftk &-4^ - � I . 2 HRSE - HRS5 HR9112, FHAE3, FHA9, FHA,12, FHA18 FHA24, FHA30, rkAST125, MST136, straps 97' mil (12 0a) Ii S��"d "ln .i:Dl.�113 25' S�E�".I"��,' r�9r-'4 "5 1r.1'5l,*5. 25 N1Sd(.,-2­AL,,, V,C��SC,11 �'7L 1015r-,C-6 125 , W3tu12(-'-'?'­AQ#� k..) .1 9- 147M, t4ISril,30, tdSTI72, JSKAST27, SIMST37 SIMI KiSSC4-25K%1,r,, Jsurr1'r:5'25K'o`1 j Md l M2d2L tj i fl Hill F-ER929 Dilkiihil I Nk FSA FrA'i-dation And -or 3 HTS16, HI'SQ0, i-C-624, HIS28 HTIS--30, HTSdor. Heavy Tmst Snul to *1536SjF3 I 6 1,�JL" II � < ! W0, HCI�ruvl b IRCIMN? 5, fl�t��KllrIr���" RCKAN's, "�S RII Knee Wall rcnrr@�nni 2 FRFP Flat Rudely Fourdertiou Plata 4 LSTA,30� LS7,kse, L.511149, 1,151"73, MSTA9, lon-37A121, II NISTAI�5, MSTA21, NISTA74 sirapa 4S m '11 H 8 qw� i = I 1 7 �' 8,43 53, LX,'645 I�i rs:: e47, 5, �EK7,� Rell u Sr�5411,!,� N1,',',C R,41,5, '4�,Cr,47 5 B,ql FraHng Srldc--Chp Connector 3 GFl 01`14(ekl, Q1148-6, 351146-$, QH41"� C-441". GHWO, GH60-18, GHG",, r--,HUC- Girder Hangar 6 LEITA9. LSrAlZ LISTA16, LSTA16, LSTA221, CSTA24, ST202t W'2122, 5r:2116, ST 2215 $Vaps 5� mil (20 g ai, Is" E991141 M29211 MUM ci �ra -0 E199991 Description i s *,­":"-'32-V)7, ,$(;;,',E��lnrg­"' SCSU Nt'['�$ ".'CS82-!�n1ii Bypass Frarn ing Con nects( M"Viffim"It , a- 5, GHErl 0�6' GRGIM 6 LSUB115,25, 808HI ,`ii5, M8UPH125 Firdging Cnnnec4ai­ 1 AS lft� A 61, 1 A35 A i 1 MM 16 UR� TrIxei pli ! S. . - It'l M sm"i " Hv.asn�rrAh1I,%de­M1v Cir"nevtW %...; � �- 4 GluB5k C-Lb'$aL Gil G-L'24v. GLEll GURM GUBM r'UM 01rultauri Dearring Plate I UP6 Ledeql lie Plata - ;-5 '.'Fj'Vri$ 20 ga, High Stivirilth Tress fneloe . I 10 SR � �� ��'-' -'�' M--LJ1­e'251- t"d5i'l-'10,2115 Stet'l jl,-,L,Nt C' ennecen, I , - �-- � .�� � � 8 USTZ LT816, LTS18, � TS20 I �­ - - f, S- 4 GUBT512, GOLTS12-GLYIS-ft CSLTM, QLDT520, oBLT620 13irlAarn arrilrorg Pli LishitTeAstStralor, �� A��70 ,'!Ld ga, Tru.as Piano I 11 I ��'S "��' ' L -5 t a Byrsv,r� Friin-ing Sv­e�lirl �VO Cv.)nne' ­,,� i, i- - C. IGLQA� FiGLEMBi HOLOC, I-IGLEK) Heanv Quariln Heading plialle 9 14STA30, WTA3d, ST6221!� 91I SA ST11 Sr'll de'22, PAVC21l, NISX,4C Nt"Mccr- 1,51diraps 54 mil (1 6 g at 4 eSii irl 1-firdJ8 Pilate Cr) I III 180101 i L - YJ­E--`�ME�1&14 XILSHTRil"i4'�4 #14 14 ,'-tro"-r�-D!;�-3Y�'L�S'I!lz'�ll,,r�iwiderel--,�ft Lrri:4iurTsp,xni; ­ M � 0 "' 1 7 i ic-T-2' HOT-3, Hi HirervyGimerTiedoen 10 FJM66r fibil lsrr&�M StT aI 6a mil (I 4 g s) I Szir"ve q � UJ = � I � , �r 1 �$ l� &60=m a Lrrielr)-.008`3 Unbefea I `�Ihurrufanon Future ill l MTS16, b4TS161 MTS20: NITS30,, AM24C, 1VT1,S30C, MeefluirriTwistsl ; i'� XQ1 S "I o" rl;, Y,-'-�'l Ei'Cil E-4K X�-, I C � 2 14 1 1 D I 2 I -13 Fl� /JxJ il"Sl 2'�' 4 � XUBRI'�' 4-2ef,, 9 TQ I In h: .', � A, un,� 4 !'�" 24 Si rould Di r"II'� X tril �. 0 , _- '� , � I . j�. L'ri � - i I " r 'tj' 49 � 7-- C S URFT1 I Unkernis I Retroft Foundatur Inodir 12 SU'.Sil, SIB1.811, 302.00, &'B2,37, S162,56, S/152.6bi, 863,12, S183.56, 61`22�46Z Vart 00, Top Flanilp, Joistilriargeirs r6ft'U307 i 'X,Q1 -1 �rl n 1 2� 4 X�4'4��! �1`1' 2' 5 K ,5u­,' I 2�- I 274, XQ, "i 12 B 1 22 1 W � X-IrM-'Cl it ---�" 'rv�pping �� Cfa�',rn L �� - 5134-12,Sill SA34-75, 5JB&5D I �','-�li�j'��,.,'�iFi'V,)Ir,4�IIX'�,'-,[��'l�� xjp--�-214,�,'5ot " "', (3) L' � 7' ';' �hs ­� 15 901SA2 .' �'-.A-' ' 12M() SIBA212M 2x SIBI G�BM.Idfe, SPUMAUMU, Tvp � a iise Joet LiLancen-s iw PM"2tM292LAiIzAL1l Product Djersorriptioa I CL r --j I v I I erSA4,111:02, !�ORA415114 1 l Ad ,--t,r;-- Anchl fter can,crum- I ;1 :1 14 S?H 1A Hurricane T�o 2 GAC, ,'L-; D R, (�'i Er !P lM, -50 � G C P hu - - 5 G- LIP M -1 L! 0, ,'-� 'Ll PS, rs,10,1-5u, G IIII G, I uct ';TH cas-alir,alcd fattoAory a" aczernblm 1 71 L, 15 ShlYiS, SA108S,SA401108. SiVDIM, 814HC15,13, EVIA01513 Holdowris 1,r P--)PA PrLPkK.P1dd`A]`vri, Pr',PAT POPAT n, pgrnIy�, plhfA`P� pin[uhip,IPi, p`DPt4,dWq.., Puvvdn� actua-L-d fie5terinq% ffireaded studsr a,vl as,errl ��s I i < I 16 SIHIAN­M�DLIB, S)Hl)UQ,S,`HL11J11 Holdvovn.5 1v)PAh(WI -MG, R!W3, Pr4YI.5 K. P7".LOPA, Pr?'A 7rvs7PTPj-IA'�, thiropm __j I 'L ! 17 9X31", S+WUT .�ojtft Hangers 4 Sf- F. 3,13 Adnasw�" 4�1""'ITO' ne' "Crunfle i I t 0- 4 z z I I i i I I ; SHEET NO. i r ! &Mft � I � August 10, 20221 -11 -------- L- - - - ­­1-r­.-­r­--: ----------"-- - e "A 1 .3 . � I a) U) > U MIAMI. 0 MIA-111-UADE C012171Y PGTIndus.tries. Ins. PG1 InibivIVITIlll 11i PRODUCT C MNTRIOL SECnOV, 0 11,905 SW 26 Savot; R"M 208 k9i ludlUl !Rc-,. 0 Ill DEPA XT31EXT OF R E& XIATORY ANU > EC CLV03M C RE SOURC ES (RE R) Umm, Fbnb 33175-2474 NOUCE Of ACCEPT.Al-NiCE: EVIDENCE SUBUff TED Nf--JTIC'f Of ACCEPT-AYCE: EX-11DEN-CE S17BAUTTE D 70 CL BOA" AND CODE AminnsTRAMLIONDIVISION F pWHJ:-_nVq N, OTICE Of A C C'E PTXX, CE EVIDENCE SUBAUTTED XCE 1. Eiidence subutifted untler, preiiousNOA D, Q1."',kLITA ASSU&k"N 0 Cn NOTICE OF ACCEPTA-NCE (NOA) En I - I -- = -M PGT Induaftl Inc. A. DKANNTiGS l- TESTS (courinued) i Marni Dwc Dcpart of R&F-7,ulaillor- anti Econoxiic Resoufces (R.ER',- -0 0 -0 -0 0 0 1070 Techunlolpr Driv#, 1- Manufactures d-edrawingsandsections. 5. Test rq*# on I -t Air Infiftfattion Test, per FBC, TkS 202-94 0 Nolake.FL341724R (S'zibytined ii nder,Y0.4 A"o. 11 ­016 7. 04,) Uniforni Static Air-� pressure Test- per FBiC. TAS 2012-94 L. CERTIFFICATI( )N, S 0 Lj­ 202 V� Acc ited for thear scon: 2- Drawing No. fifled --Vi" Sliding Fm 0 1 11 Glass acor NOA il-My'. sheens 1 3� WaterResistance Test. per FBC. TAS 1 2-94� -Ke of eptaric-cNil 4181jissuedlox" Exims' L C) > -hiu Rizid PVC 'xrerjor Extrusioni for"Indawsand Doors-. G-14-Aled 08;, 13 -1 �7 U) This NO.k Is beiagissued made. the applicable rules andregulittirmas governing the use lat'constirmtsowinsteriaMbe througgh-2 I of -1 1 w prepared by manufacturer, dated 10;05115, with rel A dated 4) Large Missile Impact Test per M, C, TAS 20 1 -94 NA - 1. -0 E 2 d Pmssre Loadingper FBC, TAS 203-94 -9"341,119 docunwitation submitted hm been reviewed. and, accepted by Nfiami-Dade C,ouull -product Control, Secfiorrlii,�ii 041111)51117, siped and slel by A, L--oltmMiPer P,F, 5) C�yclic Win 00 U) 0i Y! n 20�08 issued to kl'is Extnvucan I.irifited fsit the!r­17E ve used in ll Dade Couay aud odwar areas -%tut alil by It Au&cfiq Hm-img Juris&tillaa (AID). 6) Forced Enlry, Test, per FBC', TAS 202-941 140- -'0' and lighter Sha C.Nou-W-hite) R4jd PVC Exterior Lin-usions for U) < 1(K) Tan ililfll Mus NOA shall not l vabd afterthe expiramon date stated below 1%e kha-u-s-Dade Counry Product Controt Secion B. TESTS along wath madxd-up drawings and installation, diagram of xmvl sliding glass door, prep . t%pitMV j 11teCl 12 � 8:, 1 (I a INfiam Dit d e 1 County) a n dlor te AHJ ( in= am: ; o ther dm Nfinan D a it e Ccualq, re i a r Y a : t h le ri rb t t a h a v e th is Test report on 1) Uniform- Static Air Pressure Test. per Fl TAS 20 21 -94 bv Fenestration Testing LT& Inc-- Test Rel N o. M 8549. dated I i 06!15. sigrw-d ant and Dloors7 -d In product or material tested for quality assur.-tace puspol Lf this product. or Inui ial fails �to performis in theaccepted 2) Large Missile hnpact Test perfBC-TAS 20144 sealed bv- Idalnis Ortega, P, E� (Te-streport re�sisied ati 11104 15 and 0111, -16) .5 - -Brown C oafed (Paintad or La med) W'hite fUtd PVC Eite,rioi, fxmusious for fflantlet- tbee mamficturer wiU incurthe expense of'suchrestiage anAthe AM may iottuadial M, ci mo dif�% o r 3) Cyclic Wind Prem" Loading M F'BC. T-AS. 203-94 6. Test"report on I �! -A-k Infiltration Test - per FBC- TAS 20240-4 min ft the fight to relooke d IU suspend me use of such piloduct or matill wft.- their junsdicton. RER res vts - This along with marked-ulp drawings and inmallation, diagram, of %layl sliding glass &-om prepared 21 Uniform Static Air Presswe Test- per FBC. TAS 202-94 V, 11i d �iw!:�, a ad D otn's da te 08' 1 -1� 15, � cmam2 On 0,, 19 acceptance, if it is determined b0llsuni-Diade CausiyProcimt f-,ontrol Sel that this product orrawrial fails to P , - )",Uk' ns TJ :1 SA� -t Report No, T-Mr17. dated I ACeelYll ce 14,54, 2l � ts;sued Tiol Fenesintion Sohvitio uteet the recluitemem c f'ithe aWlicablie blimading cc&-- by Fenes"t.. tion Testing, Lab� Inc., Tes 3) W ateT Res;r; IM-ce Tca� per FBC- TAS,2202-94,, This product is approved as describedheremandhas been designed to comprywith the Florida Building C-6de. wealed brvidalmis Ortegi P.E- (Test teport revised on0-1 1-5,116 andM41"Ir6) 4) Large Nlissile Impact Test per FBC. TAS 201-94 lrv-� fc�rtlh� -TAN 30Y40and Lkhter Shades �otj-Nk`hite' Rigid PN'( Exterillol: 2 MC musig *`e Eugh velocst) Hurricane Zone- Test report on 1) -Air Infiltration Tev� per FBC. TALS 202-94 Cvclic Wind Pressw Loading per FBC- !AS 103-94 16-exrtiringon0l:04-23 2) Uniform Static Air Pressire Test. llil� No, 165-0712.04 Isnied to FP�EKGI Fen ration Sobutions TUSA- per FBC'. TAS 202-94 along withinarked-up 013"W11195, and instaHation dia;grmi of Nw�yl slidute glass dool preplaf�ed c � A-40C q1tance'N Dr scamilow," seriet, "55,74;l 14ay-I'Sliding, GlassDoarl (Reinforl vvilltro,90o& .3) Walter Resiscm ce "rest, per FBC� TAS by Fenestration Testing Lab. Inc., Test Report I'll FTL 8552- datied 12;04�1 5. signed antl 11-w., fol, ftitff - Rroazf and Lighter Shades 4C oateiiii Rigid .APPR0V-kL DOCUIENT. Dial N-176. _VD-551T.8 Rev R� utled ­Vuryd Shdmg Gins Door NNOA (LWw dem Fxn-w.-ioius f orXA'indom­; and Doors�­ dated 091451!6. expiring on 1)4.16 210, 41 Large Nfissile Inqnict Test Pet FBC-'US 201-94 sealed by Idalnus Onw- � P. E- (I-est report revi--4d on 0215,2016) 1 throu _gs 2 1 of 2 1. prepared by usawfiictutel dated evil 15 and last rele d on 012,01F2 1. s*w and sealed by b 712.03 issued to ENURGI FeUrestratton -Olut A­L,,,�=N,filler. P.E­ Coti,itflolReNisiotksiarAipwith'theNotioeof Cy clic AN'tad Pres-sah-re Load FBr=l TAS 2013-94 7- Test report on 1) Unifonn Static Air Pressme Test- per FBC- TAS 202-94 t of-=1ccepmnice No- 1640 ions � SA- In-.- fi:it flkieir­111tilre Rip ExtetiorFiTntsions for, Windoii-s and Dootl dated Acceptance nanAmand expiration date bV&e.\&aaii-Dade (111ounty 1�rodtxlt Clbioirol Sechom 6forced Entry Test, M FRC. Mk S 202-94 2) Large Nfissile Inipart Test et,FBC. TAS 2% -94 Ins doot prepared 3) Cyclic"Azind Presstre Loadiagper FB�C., TAS, 203-94 along wiflinarked-up draivings and installation diagram, of iinyl slid= g on -rR Aftssux bip.4,c -NTrcG. Large aull Mssfle InWact Pkesinant No-5 10-0s-A,1052". 75 3 -09� pe-T A--`T?lllll Ulf Feirmiationlesting: Lab- Inc.- Test Report No.Fn 85546- aated signed and 1 along U-1thmmkied-up drawit "g and instaMen diagram of vinA sliding glass door. pfepart�i i 11 A tol'ision E-xtnision fbircellulosic sealed by Idabnis, Ortega, P. E, (Test report revised on OFD446 and U241!22,016) byFenestration Testing Lab. fnc.. Test Repan No. TTL 6638 (�ampless A7-1 thru A-22). daTwj ASUNE) 9 arid A 1-1-N-M-63 5, 113, ued bv FXO ill See table I shl S J ��l and table 2, (l hl foropplicable,44"'Dunif itapit,deiise pi presitt wes, 3� Test repatitin, 1) Ak InUtration Teiia� perl FBC. Tj 3,27-94 Jon _Wass types, sillirser(see tal 9-1 & -B-:!.shem 7-8) and awhor layout sheets requnments in I I thin I& y ge, lk A - Uniform Static Ak Presaire Test, per FBC, TAS 202-94 61 xr. 04) 1 - Subirdfieff underNOA No. 11-010". 64) RiVdWhitePVC Tan 111HIERmw coated (Plainsed or lannuated)whise RipdFVC to be labeled per 3) Water Resisvmce Test. per FBC, T.AS 1-02-94 8� Notice offAcceptince',Nio- 14-016.11 -wued to Kufarwy Aml Inc. k their 8 Test report on 1) Air Infiltration Test. per FBC- LkS 202-9-4 TOT 4) Large Missile Impact Test per FBC,,'TAS 20 1 Umform Static �Airliressure Test. per FFBC, TkS .202-94 �(Aear aud'WhitCl Interla i-er, �, 0 T� 411 Sl wited to Kivarav� America1m.,.. for theu,� 4. Pock-eturalls under wparatle"ov-st to be teviewedbyllitildingofficig 5) Cyclic "Wind Prel Loading MFBC- TA S 203-94 3) Water Resistance Test. per FBC, TAS 202-94, L.ABELLNG- Each um " bw a petannent latel wridt the mann&cturesnam or loVD. city. state and series sad 61 Forced Entry- Test- per FBC- T-kS 202-94 4) Large Mimle hnpact Test peT FBC. ZkS 201-94 T- asif OIACB� 171wa C kar-� Clea r and Color PVB Irimbyerss,". cm:pung on 07 �08: 10 followin along with maiked-up, drawiril and installation d tagram, of -v*l slidta- glass door. prepared Cyclic V--md Ptesmire Loadingper FBC- T.kS 203-CA 9 lt - -TS RENEWALaf reanval application hw. been fikidand &ere has bel by Fenesmiticiin'reftgLsib. lac�, Test Rieport, � lo� Yl 8547,dated 12i0+`I -5� signed and F;ri ed Enw I e Test- perFBC T.AS 202-94 F. STATEXU.N -nation dia of vinyl slid ing REM door. prepa: e id, dm_w in &e applwablebuildmgcodeneptnvly&iiTectwg the per&muaceof this product -sealed by1dahnis Ortega, P.E. (Test repon m,%qed on,02,45116) along with ina&-ed-up dravvings and iitsta 1. C��atenknrl ill Of Ca braimce with Y Edition (I 011'p and YSC -44th Editian 1 bvn=,uraftm-ff-dwed0 1T slk sea--- P�E TMNMz%710N ofthis NOA will occur aftel expiration date or it thete bas been a retision or cliattle iv. the 4, Test report on 1) -Ak Infiltration Test, per FBC. TAS 202-94 by Fefte-oration Testing Lab. Inc-- Test Report No. FTL 6337 ts�a A-1, thru A-55 dat-,-d 2) Unffonn Static Air Pressure Test, per� FB,CL,, TAS 202-94 o1oli1VT ped or pro& 1217!066,10. signed andstaledbl,�r Jorge A. Caus­o� R, E-, Mj Cal e d 'll Nit U er. P E. '202 010. f ow sales. adv ertising at aMr a thei purposewiliA sutatumne all:y itrurinat e this N OA Eadure to couw� t-,-vn* any 3)Water Resistance Test, per FBC. TASS -94 section, of this NOA shall be cause for *rrmnol andiensovai olf'WOk 41 Large Imact Teg n-er FBC- TAS 201-94 3� et Terof hib c c-nipliannyl part of -the aNrve Tes t repor ts. u UN, - AMERTISEME'NT: The XCAutubkoerpsecedecils thewordisMismi-Itack Clouuq� florida, and follmVedbythe 3-jCychcW-indPmstireLoad-mgMFBCTA.S--,03-94 4. FTER Test Proposal Xlo- 17-0387V diied 05 -151T s=. ed bylslhaq Chanda, P-E� Y C. CALCULATIONS sing literature, If any portion alf'the N0Ais diisplayed. tAeu it aliaA be 6iForciedEaryTest, LnrBC',TAS202-94 exp�mtioa date tuay be displayedin adsmiki P I L Anchor vefficatiou ul ulaiioas and smuctital analysis, cotuptying writh FB C-2014, done in its entirety. along with riLtimid-up &-awings and iristallation, diag= of sliding- glass door. prepared (7 prplared by PGT- dated 12YW15and last reiised on 0215116- signed and sealeill'by )THE, R of Ac cev tarace o. 1 0. iff 1. Laied t o P - I nd min t - f b r ile-ZS�ies LVWMO'.%'. A copy o f *:is eaft e NOA shall be p-mided to the us er byllie mawficrom or As- 4istnibulors and bv Fen re-marra tion Testing Lab- Inc.. Test Report No . FU 85548. d ited 12,D4 15 sigited anffl -F�YOAXo- 15-1210.01). ;U G F -Anthol Nfiller, P.E. (SmAuth-ded undi, %hall, be available for insplec-tion at die �db sneat the request 0fficiaL scaledby1dalmisOrriel P,E. (Test repcorel -1.111L exprins on 0 4 14 Glazing complies -Aith ASDE-1300-050- This NOA r ev is e s & rent vrs -NO.-V A -0.4 and c onsists o f tit is p age 1, and e vid that a pe s E- 1 E-2. E - E- 4. E-5 & E-6 as well, as appro-,vt docul nienuoned. abme- 111taq, Cundl. PZ Ish2q 1. Chanda. PlEr Th e stibined doctowniatictal s m ilroved by Istia q L Clut ada,, P1 't� Productcouirrol'Unit $%sper-.Uor Product costrol -Vail Suptrrr.11 pradatf contrlA 1'1�1 15uvel-,­i�or *- 1 11% 1 " $; NUM NO -A Ncl� '14,2011-03 N-0AIKOM 4.1-0 ""Oil, Jlj, ExpirationDaret Apri[14-120U fxpirarionDat*� Aprill4l,. 16 Expir2tionDate. ApA114.2 0 a r I le, I - `;, I ; " LMM lfil�- ApproTall, Dat*Marth 2021 Approval Dati,; lbrch 2f. W-1 -Xslproya I Daw Xf -itch '021 Rast I E 4 E 4 IPGTjudusujes� Inc. CGI Windews and Dl hic. PGT Industries- Inc. NOTICE OF At" "CEPTANCE: EVIDE]XCE S"-)WTE,D N-OTICE OF _kCCEPTANCE: EVIDENCE SUB]Nff TTED N21KI OF AUIPLIN-U]E: L'Mal U"MU"I'L E. 11AFERUL CERTIFIC-AXION-S (continue) EAdence Subtubted under pretimssubudittal 3. New Ev1idencte -Sailtrairted piatim Pallt complying wit i AS-1-11 CS 18 Ilicirnal Conducth'ity 34E A. DRAW'LNGS Oxygea-4-1$aa%�AS A� DRAWINGS 1. Drawing No. MD-5570.0 Rev B. tilled --V- inyl Sliding Glass Door.Ll (LM)7'. sbeets - 1 0.4;) '190 I-G- Durability -No Fog -Pass. t-SWbludired underprowas -N-0-4 1. Drawirig 140. -MD- 7U Rev R. tit led Nitryl Sliding Glass Door NOA Ulvf)- sheets I through 21 of 2 1, prepl by mmufacturer. dated I 0,10-Sil :3 and last -revised on y mtri 1 of 2 1. prepared ky inamifactuter, dated I la!D 5,155 and ktst rin-ised on 91D li2 I signed andsealed by'A- Lim- Miller PIE U J Qul Pan 11, al"aal csimplying wil Jk,'STINI C '18 Thermal Conductivity 22 BTU-inl� signed and sealed by A. iller P.E� br--ft-'-`F, ASTNI F 1249 W17TR-Pass, AS71.4 D 1434 Aigon Plice-PaSS. ASB4 E X : i � l I - I MAR 2 5 2023 B. TESTS -1199 I.G. Dumbility-No Falf , TM E 5 Dew Point Develptl =E1W in 481am- Note: This revision consist sce-placemmt of same existing installation screw withflat head. ALS -4-56 1. Test reports on: I, Air InStra, fion,'Test,, MFBC. TAS 202-94 (Subut lued rinder IV 0.4 Xo. 15-0409. 0). B. TESTS 2)'Unifonn Static AirPressure Test, Loadingper FBC.T-AS, 2cr2-94 7� Vision Extrusiom Ltd. Pats cooip�ying w'ith PVC-AAINLAL 303-13, Voluntaq'Specifical 3) Water Resistalace Test. per FBC. TAS 202-94 for"g- Poh-.iwACIgonde(PVC-iE=.xtenorProfik-s,',brVisiouF-xtrusiouLLtd.-XT-X-lbv L None, 4) Large Missile Impact Test per FB C. TAS 201-94 AA.KkFene�tration ExteriolrProfile Certifkation Program. (.9ubmhved rmderNa4 X& IS- ,5) Cyclic Wind Pressure Load, ingper FB�C. TA S )03­94 040A 015� I(', ('ALCULATIONS Virtual Review Assist Inc L Ninte, Plans Review co alougg with madlotd-up drawinp and ingallatiou dtagmm of all PGT Industries, Inc. 8- Vision Extruslow-__ L td - Pat ts comptyum w ith PV C-AANU 3 03 -13 for Pproved (SubmbW rtnderX0.4.VP, 15-0404AIK� cOInPliance with'"I"'e, an, representati�re units listed below and tested to qualify Dowst 791 and Dowisd 983 silicones. th-,.,,,,,Ca7t Edition pr�q)medl)yFeaw,ration'i"�4,,Laborat����! 9. P�I'C,kAKA 303-13. Voltintaty Specification f--,.- Rigid Pohrv-inyl C-bloride (7PVC F-xtenor D, QTTALITY.kSSUILANCE bY Debra Anne Klahr PX2300 h PW5520 P-VC FLxed W, indow (unit 6 in proposal). dat 4 rus' - A Dtitairtral of Fwgubtmr and Ecoliamic Resource�i (RER� FTL-7897, PG1 ed 0.0. 1 Profks for Vision Ext i1i Ltd--VEX-1 lry ANU Fenestration Exterior Pwfile FTL-29-2107.1. PGT SGD780 Alumintsm S14-ing Glass Door (unit 7 in prWasal) YU-20- Ceftification Program U) 210 7.2, Pl CA740 Alim. Outm-ing, Casement Window (Imit 8 in proposal ice Fenestrati Solution. USA. lnc� for E. UJITERLAI CERTEFICATIONS FTL-20- 10- Nofi of Acceptance No. 18-12177,14 issued to Energi 1011 2107.3. PGT PW76220A -Alunkmal Fixel:low nt 9 at proposal and F-M-10-2107.4, their "Tain .131040 & It lit shadiel ( on-trifite) IN71ifte Rigid PX'C V ttl F-sti-11"'dons for L Not'ilite of-Accepluame No,,. 1 41305.1021 to if > g 0 -LA 0 issited Kurara�i tjkcv for, the PGT P`W7620A Aluminum Fixed Windmv (unit 10 in proposal) dated 0701210. all signed 117tudows and Doors", expiring on 01�04-121 1 "Trosiloll U, Itraclear. Clear. and Color PVI3 Glass Interlavers-- expiring on OTICS, 0 CU W seakd by! Idalmis Ortl P.E-- 11 Notice of Acceptance No. 1"122.02 isswd to Energi Fenestration Solution- USA� Ittl for Notice eptance No. - orAcc 171-0808.07 isswied to Kurll Arnerica. Inc for th& their series Rigid PVC Exrenorflxtrusious for Windows and Doorl expm-W on (Ckar anid Mute) Glas Intertaver-ll expnig cc 07PU623 > C an 02,1112V23- "Notice ofAcceptance No. 18-11016.10 is utd, to %,.-Aott Ex"Irtnuibasi L Led for llunr"Rr��m, 4:l 1 Anchor verification calculations and sa-tructural anal�rsis- couplywg- 7 with FBC 7& 112 Notice off Acceptance No- 120-0203.03 issued to Enmj Fenestration Solutico-1 USA- Im- for Coated Mainted orLa i red) NAUte Rigid MExtel Extrusions for"Indot, Edition (2020), dated 0412�T prepared by amufactueff-. signed and sealed by 4 their -Bronze & hot shade cap coated W-hite Rigid PVC Extetior Extrusions for and Doolil expiring on 09,730Q14, AnditmuL- fte yuriNfiller RE� Window-sauld-Doets-, exp'Uo giolo104,16`2155, 4� Nol of AcctptwKe Nc,.19­1104. 1, 1 ism-ed to \74ision Extiusious Lim ,,d, for their seril Glazini complies with ASTM E 1300-04.414, -1 Z and -16. "VE 1000 Tall' .102 and lighter shades (Nou-NNlute) Rigid Ceflull PVC Exterior F. STrITENIENTS Eumsions for Windows and Doors7- eVmi -0 g on 112S,21. D. QU ALITY XS St Tif LkNN CE 0 F� Stateriul letteT of confonnance to FBC 76 'Edition 021020), noted 04�22�0. is'sued, bv Matui-Dade Departmentof" r ,and Economic Res-atuicies Rtivh� Tol Milicir, P manufacturer. signed andsealed byAnthony Ylul _E� TE NIS F� STA ACEN E. AUTERLALL CERTIFICATIONS 2. State ment lettff of no fml interest and of independent. issued manufacturer. dated I. Stateumni letter off confonaanct to FRC 7& Edition f2020), dated 01'l issue-:�� 1. Notice OfAcceptarul 1"30:5.02 issued toKurai-ay.-Vtoedca.lac. f0fthek 04-118,20, signed and sealed by Anthony L�mn Miller. P-E�. mmufacturelr , signal and sealed by Anthony Lymn N2iillff p � E U) "TrodW 3� Priwite Labeling. Agreemet.st, documerit between, PGT. dated 03i�51111141i, md, 4stpuld by all beli 2 Prull La ng Agrearsir dated 01%l2l berweeri PGT adustrires. Luz- and C "a AOL Tbl invol,%,ed parties Windoews and Dool Inc., signed by 11--ean NI. Ruta& P.E-. V.P. Enga�g. on belill-If of co It. Notice of Acceptance N o. 1 74M 01 il to Kura my Americ a � Luc. f or thft;- both corwanies. < *S#Uttj­G1av% (Clear andUbre) lGlass Interial expiriog on OT-Ol G,,� OTHER,,,$ .1. Notice of Acceptance No. 18-1106.10 issitied to Vision Extrusions Lianited for their 0- L Tlw 'NOA rts-ises NO.0 and updates to FBC20-110 0-f-ditiolit. G. 011ERS -�Brown Coated (Painted or Laminated) NNItite Rigid PVC Extertor Eirmsions expiring 04-,,21,21 L This NOA reiises & renews IN-0.0 20-0429.0.5 ll w.�l expiring 04,14j2-16- f or Window, s and Dol expiring on 091-10,,24 1 RER, Test proposals #194155 dated 011110,r20 -approved by 1shaqI Cliaad& RE— expiring 2. -Me current associated PLACGI file 5214)205.01� expinn OV14,,26� 4. Notice of �kccieptaace No. 19-1106.11 issued to Vision Extsusionsliftrated for their 0414,111111) L series -VE 1000 Tan 202 =0 lighter Amdes (N on­-X%1iko Rigid Cellidar PVC Uj Everior Extrusions for'Wkdaws and Dol. expiring on 12-1 lihaq L Cital P1 (3) ltkaq L Chxuda� RZ I;h-,Iq L chands, P.X Product Control: Unit Sttperriw Flooduct COUITAPUILIZILit summisor Product Control Vult supervisor NOA No­`U-0205.03 !S*0A"N'o. .11-0.10ft,03 NOA N-01 EzpiratiouDatir. Ar,6114.220:6 Expiration D-Aito: April 14.!026 < Expiration Dal Aprfl 14,2026 Approval Dim to X11ar-ch Approval Dwtotllarch :9'.!0.1l -i Approvitiliste. March .114,11011 E 4 a- E 4 SHEET NO. August 10, 2022 1 PAIA U) > C) I MIAMHOADE MIAMI-DADE COUN'ry (3) C)- 0 0 PRODUCT CONTROL SECTION Cast -Crete USA LLC Cast -Crete USA, LLC Cast-CreteL."itk AC (3) 0- M -0 DEPARTMENTOF REGIRATORY ANT) ECONOMIC RESOU"RCES (RER) 11805 SW 26 Strw, Roorn 208 _ _,L_ = 1 W 00�11%RID AKE) CODEADM IN III S'TRAT1ON DEVIStON Miami, Florida 331,75-2474 Tf-786)3l5-2590 F(786)315-25" NOTICE OE'dk(1�10EPTANCZ1. EVIDENCE SUBIMITTED WE SUBMITTED NOTICE OF ACCEPTANCE: EVIDEN ilN 01, HiCa E (17.111, EVIDENCE SUBMITTED C/) t::� NOTICE OF ACCEPTANCE M cn (D -0 -0 -0 9 -(NPA Cast -Crete USA, LLC 1 EVIDENCE SU13MITTED UNDER PREVIOUS APPROVAL #03-0605.0 -4 1 EVIDENCE SUBMITTED UNDER PREVIOUSAUPPROVAL 9 5� TEVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 14-0903-03 = 0 - 7- a) t— 6324 County Road 579 A. DRAWINGS A DRAWINGS A, DRAWINGS o 0 r Z 0 3;: Seffner, Florida 3358�4 Drmving No. FD4612, titled "Precast and Prestressed LintelDetails "­5heefr I (?f 1, Ttrarving,No,, FI)4612-tille�d "Precast and Prestressed Lintel.Details sheet I of Drowin,.,, No. FD461,?, tith-d "Arec-aa Lintel Dontils". )heel I o '1 = .0 M 4-4 prepared by Craig Parrino, P. E., dated March 2,411 2003 anti L7746121, fliled I 1, pi -epared 1�y (.2raig Parrino, PX, dated March 24, 2�,1103 and Drawing No ic -d 03124/03 and Drawing J%F'o. L7'4612� rided ­ '' 1, e, ve C-1 ' 6 4: 12 0 M C:) > U) -0 SCOPE- "Cost -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 oj'3,, prepared ly LT4612, filled "Ca-st-Crete 4 6" & 12"' Lintel Saj� Load Tables", sheets I LinielSak Load Table," sheets I 1hrotq,-h 3 last revision dated 0&12114. all E 0 a) L_ TbI NOA is being issued under the applicable rules and regulations goveming the use -of construction materials. Craig Parrino, P. E., dared- March 24, 2003, lost revision #1 dated.April 28, 2003 both through 3 of3, prepared by Craig Parrino, RE. dated March 24, 2003, last prepared, signed and.realedby Cra�z Parrillo, P. E. an ON/] 9,114. U) — U) 0_ M The documentation submitted has bbeen reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and seated hy Craig Parrino, P. E. revision dated 11wharch 11, 2008, all signed and seated by Craig Parrino, P.E., on M IR 0- Cf) < Section to be used in Miarni Dade County and other areas where'allowed by the: Authority Having Jurisdiction B. TESTS March 22, 12012. B. TESTS (AT-U). This NOA shall not be valid after the expiration date stated below. The Miaml-Dade County product Control 1. Test report onflexivwl testing in�� -1 ", 6 " 4'., 12 ""' P0,ecasi CuncreleLintels Filled and uirfilled Models, total of (13) concrete lintelspecunens, perASTAf E-529-94= prept-tred B� TESTS CALCULATIONS Section (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County-1 reserve the right to have byl Applied Research Labrratories, ReporiXo. 30404A, diared 04110103, s- edand 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by ChristopherA. Homon. P.E_ C. CALCULATIONS prepured V-1 'Craig Pio-rino, FE., signed undsealed bly 0v& Porrh�o, P, E, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, IsIone, modify, or suspend the use of stich producl or material I'vithin tlich-jurisdiction, RER reservIes the right to revoke this acceptance, if it is determined by Miarni-Dade Courty, Product Control Section that this product or material C�� CALCU1,ATIONS 1. Caiculationsfi)r J_J?Ftel.�, tirecd ()5/29/03, 207pages, prepared 11y Craig 1). QUALITY ASSURANCE 1), QUALTIA' ASSLRANICE 11 fi!�Ww-f)adc ("ount-1 Deparinwnt of Reglefalur�r, and, Fconomic Re,�oza%.�us k-E-R) fh`4z to meet the requirements of the applicable building code. Parrinn, P. E_ signed and sectied by Craig Parrino P. E_ L_ 1 hami-Dade Cowify Department of Perinifling Environment, mid Regulatory,4,ffa' 1. ft� -_ 14 A— Calculaiionsfor Cast-Creic Lintels, dated 05129103, 140pqzes�. prepared by Craig Et -IONS E. MATERIA11 C `RTIFICA1 T-his product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino P-E - signed andsealed b Craig Parrino, P-E. y E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. DESCRIffl ON; (Cas".'.�rcte) 4" 61& 12" High Strength Precast and Prestressed Concrete Lintels, D� MATEI CERTIFICATION: 'ne, NO L Systern Xfanualfior (._,'ast-Cretv]V1achine Made Precast Lintels revised on AA�yl, O�"I'HER Letler d n. Cavi-0evi,, U lnc�, doted srlaf,(i �!ind seuic Y'aig z APPROVAL DOCUMENT: Drawing No. FD4612, ti:ticd "Precast and Prestressed Lintel DeWls", sheet I of 1, Qlttdi�v E 'it prepared by Craig Parrino, P.E.- dated March 24, 2003 and Drawing -No. U174612, titled "Cast -Crete 4". 6" & 12" - 2002. 1. Letterfroin Cast -Crete Corporarion, dated February 03. 2012 sig ned and sealed �-fj C, arrnw, P,E. certiftin.- pipliance !fit the Florida Buildin", COCIO, z"0141 Edihon. - Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parr7mo, P.E., dated March 24, 2003, last 2. Cast-Creie Quality System Manualfor Prestressed Products dated 2002. hy Craig Parrina- P. E., certifying compliance with the Florida Building Code, 10 10 revision dated June 12,2014, all signed and sealed by Cra�g Parrino, P,E,, on January 22,2019, all beariing the Kami-Dadei Cttunty Product Coritrol Revision stalupwith the'Notice of 0-kcceptance: nitinber and theexpiration 2. EVIDENCE SUBMI717TED UNDER PREVIOUSikPPROVAL 4 08-0320-09 Edition. 6, E�JD ENC14, SUBMITTED UNDER PREVIOUS APPROVAL # 17-082 1. 18 1)13, A z date by,theNfiarni-Daik, Cotnity, product Control scction� A. DRAWINGS A VIDENCE SUBMITTEDUNDER PREVIOUS APPROVAL 13-0321.07 NhSSILE IMPACT RATING: Large and Small Missile Impact ResWant 1. Drawing No. FD4612, thled "Precast and Prestressed Lintel Details"', sheet I 0J' 1, A. DRAWINGS LABELING: Each lintel shall bm a permanent label with the manufacturer's name or lo�go and the Miami -Dade County logo. prepared by Craig Parrino, P.E., dated Alarch 24, 2003 =d Drawing No. LT4612. titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tab les ", sheets 1 through 3 of J. prepared ky Craig Parrino, P. E, datedAIarch 24, 2003, last revision dated March 11, 2008. 1. None. B. TESTS 13. TESTS i None. W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CAL( -ULATIONS change in the applicable building code negatively afffi.-ding the performance oftbis product. B. TESTS ne. I ; , I'Vr oiw, TERMNATIONof this NOA will occur after the expiration date orifithere. has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ol any i None. C. CALCULATIONS L None. D. QUALITY ASSURANCE C. CALCULATIONS Miami -Dade Cowny Department qf Re or �andEconomic Resources (RER)_ product, for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with mi y sectio�n of this NOA sbal l be cause for termination and removal of NOA. ani D NICE QUALITY ASSURAJ 14F �NIAVIERLFU, ApVERTlSEMFNT:The N(.)A number preceded by The words IN-1-iim-ri-Dade County, 11ttrida, and folloNved by 1). QUAL111"YNSSURANCE ("Founty Del�,,nzrnnanr of flegulalwy mid &!�oiioniic I?C (e (Rfi R, the expiration date may be displayed in advertising literature. If any- portion of the NOA is displayed- then it shall 1, Av Adiatni-Dade Cowity, Building Code Compliance Office - be done in its entirety. E� MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS .1. None. Com iance Letter wit-17 the Florida Building Code, 201 7/ Edition, issued by Cav- shall be available for inspection at the job site at the request of the Building Official. 0-etc USA, Inc., doted OR/M 7. signed & sealed by, Craig Parrino P-E This NOA revises NOA # 19-0130.14 andconsists of this page 1:,, evidence submitted pages E- 1, E-2, E-1 E-4 �and It t. E-5 as well as approval document mentioned above, The submitted documentation was reviewed by H A. MRkar, P.E., M.S. �Inr A. MMA-a y P�E., M.S. _1414elmy A. Makar. P.E., M.S. tiny A. Makar. P.E,, M.S. A NOA PrAact Control Section Supervisor NOA. No- 20-0630.15 P ro,�11� f Contral ction Supervisor NOA No. 20-0630-15 product Control Section Supervisor NOA No. 20-0630.15 )ry No. 2"630.15 Expiration D�ate- 09/1 IP2023 Expiration Date- 09/11/2023 Expiration Date, 09111P2023 Expiration Datv� 09/11120,23 -to itv Approval Date: 08/2012020 Approval Date: 08/20/2020 Approval I)ate- 08120/2020 AppnIIval Mile: 08)'M'24,020 Page I E - I E-3 Cast -Crete USL, LL Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT"ED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED '77. PRF,VLIIOUS I EVIDENCE SUBMITTED UNDER A]PPROVAL # 18 0424,.G4 is 9. NF,`%V If"111111KNCE UBMITTED A. DRAWINGS it. DR.AVN`IN(.1'VS 1, !Vune� j. None. B. TESTS B. TESTS (n 1. None, 1. Norm SIM. C� CALCULATIONS ic� CALCULATIONS I. None. I None. D� QUALITY ASSM-ANCE D. QUALITY ASSURANCE L BytViarni-Dade Count yDepartmeni qf"Pvegulatery Lind Economic Pesouives (RER). L h�v Mrami�� County Deptirtmeni c?f Fegulatory and-Econatnic, Resources (RER), E, MATERIAL CERTIFICAXIONS I' - AIATERLkL CERTIFICATIONS 1. None� L None, F. OTHER 1. Compliance Letter �vith the Florida Building ("ode, 2017 Edition, is,rued by Cast- F. OTHER 7 Compliance Letter with the Florida Building Code, 2n] 7 Edit ion, issued kIF Cast - Crete USA, Inc . dated 0810117, signed & sealed by Craig Parrino, P. E USA, bta, dated'08/08117, signed & settled by, Crt�ilg Pa,rriodo, PJE, 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 19-0130.14 Compliance Letter with the Florida Bildding Code, 2020 Edition, issued by Cast- Crete M. Inc., dated06111120, s�- -'&sealedbyCka�1zParr1n0,PE_ > C) A. DRAWINGS L Drawing,ffo. FD4612, titled Trecast and PrestressedLiniel Details ", sheet I o�f > 1, prepared ky Cra4o Ptzrrino, 11 E. 11 datedkfarch 24, 2010.13 and Dr% rililing No.. 0- LT4612, titled "Cast -Crete 4 ", 611 d.� 12 "" Lintel Safe Load Tables ",' sheets I through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last MAR 2 5 2023 revision dateddune 12, 2014, all signed and sealed by Craig Parrino, P.E., on ,lanuary 22, 2019. B. TEST'S ARI C 3 0 1. None. Virtual Review Assist, Inc. C. CALCULATIONS plans Review completed and approv 2020 FBC dition CL for compliance with the L lVone. by Debra Anne Klahr PX2300 D. cz 1. By Miami -Dade Count y Deparinteni ofRegulalory and Economic Resources (REM. I-. MATERLM, CERTIFICATIONS 1. Mone. CL E 0111'ER 1. Article qf"Conversionfir a name change. Cz 4 LU CM.elmy A. Makar, P.E., M.S. flelmy A.Makar, P.E, M�& < (D Product Control Section Supervisor Product Control Section Supervisor __J NOA Nm 20-0630.15 NOA No. 20-0630,15 27 Expiration Date- 09/1112023 Expiration Date. 0911112023 < Approval Date: 08/20/2020 Approval Date: 0&"20/2020 _J E-4 E-5 a_ SHEET NO, August 10, 2022 I PA 1.5 - __ - Iq 12 1 I M111419 TH.Lrr TESTING a EMMPJEEPING COMPAraff ...­­_­1_______ __ . _____._ wi A - MIN, IL, F.B, uIrlas<a-val�Wnn Ii �.,41167 RE C &Lia_�_*Zl 4�M:Wmt M M1 REPORT NOI 2"7'20,01 DATE: July 28, 2M PM"IGT CATEZ147'.- Shutters QPROOUCT SUB-CATEGOR'll Storm Panels PRODUCT NAME, 20 GAGE GALVANIZED STEEL STORM PANEI. MANUFACTURER: WOWErallami PnWUd*U& 4800 8,,y1L 51 Street Devies Flor.d&33314 t-PURPOS E,,0QFF_M%WAT1W This is a Product Evaluation Report Issued By Wetter A, Tft Jr., P.E. (Systern ID # I 006) to the GI*b&1 Protection Products, LLC,, Rule C,hapt,o r No. Of G20 -3, Method I OF of this F11011id alnepa rtmon t of Business and Professional Repletion. This produal is being Issued an Evaluation ,Report as described herein, and has been verified fair compliance In accordance with the 2020 Seventh Edition of the Fiorldi Building Code, and to verifliF that the product Is for the purpose Irdended at twat equivalent to that required by the Code. This Product Evatuatilim Repoli shall be subject to review and revision In case of a BuIlding Code design thal may affed its limitations and Conditions 2 __ E_y_ 1-0- E N C E DU Wj_Tj_ M_ 2A__PROIDUQjM[ALjjAT1.ON DOCUMEnjil DirwAng No. 20-176. tMed "2D GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by'rittleco, Inc.; signed and sealled by Wal k Tillit, Jr., P� E.; dated 07iI28/202O. This drawing Is an integralpart 9 Evaluation Report. I AM .""Ill I ',* - I - , - - �--NF­-Nii - - __ __1 � , - ��_? � _ . I,- � L�`_!l �, - 'i N , . �N'4 �, 00 eN , . , " -, .� ­ ". , A� ,%�.-p is - - - � No. 44167 _- *. I I .,l "* I � :;z". ;;il as , P le;��, - 1 4 I X. `I;� �[DllF, �"4�,Oj- ��--,,--?,P,��,,�,�'ll,�,..-,.'---,.,F- . 6355 NNW. 315th SftM Suite 305, MAimuni Florida 33166 � Phone. (305) 87J-j53c; - P-RODU 2 22-TEST REPORTS� Large missile impact and fatigue road tests were performed under ProlocolsTAS 201, 203 as Der secton 1626 ofthra Florida Builobno Code. Uniforrinsta-libloadis as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 0810911 "15, #96-570 dated OI 811 996, #%-T30 dated 0912011996, all three signed and sealed by Hector ll Medina, P.E, Fenestration Testing Laboratory, Inc. reports # 2032 dated W1611998 and # 2128 dated 10/0611998 witnessed by Ghbert Diamond, P.E. and Report No 0210A51 49, dated March 4, 2009, signed and sersi by Edmundis Largaespal i and Henry'Hattem, P.E. � I Tensile last report No. 9CM-1 Q, 7 by OC Metallurgil 1 no., dated March 3 2 2009, signed and sealed by Frank G�_ i P-E, 2.3. SIT LCTU RAL EN (4NEEPJUG -95- � CALCULADD � On 20 Gage GaWni;ted Sideol S-Rarr, Panel for maxinaarm panel longth vs. design Wind Iosid, as well as malarinum anchor spacing III cosigin wind load and panel , length based on nal and comparstri ariblyvis, and in So srdence with socrod IR-16 of the Florida Building Code, Ca"*Iat�3r,spmparedbyT-tile�c,,Im, dated 11103JOB and CG;I?Jl.', signal and sealedDval."alterA. Tillit, ill F-E I MIUMILUMPACT RENIE: Large missile impact under section 1626 of the Florida Building Code, as pier TA5 201 Protocol. 4,_WND LOADS r . jE_6j8jANCX�N_ 2G Gage GalvLnized Steet Storm Panel has been verifiedto sustain wind pressures. Maximuni panel langth "I] boas Indicatedon shoots 8, 10, 14, 15. 16, 19I 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as'nclicated on sheets 8, 9, 10, I 1, 14, 152 17, i 5, 19, 20 25 and 2I5 of 26, of Product Evaluation Document (P.Ei,DL, dravAing No. 20-176, I-MIALLATIM Installation shall be performed ,%firictly in accordance with details indicated or) sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Pioduct Evaluation Document (P.E.D.I. drawing No. 2O.i7fi. Minimum separation to glass shall be as Indicated on sheets 8.14,16,26 and 26 of 2l!L of Prodict Evaluatton Document o (P. E. Dj� drawing No. 20-176. "NoTIFIlLift"Orelovi 'i ,?,;,k TO, 40�;�� _ l4dyl,l'sI, �, .1 ­,� ,�PFOI I, ," I:iEitl `- ' � __ 4 ,' ,,I'i � x" '.. - * , __ __ ,* IL- - I - .. � . 4--, . T. � -- ---g -441 R7 -. -___ _�� _,_ , -7/;Z� IV .1 I / � - - '10_��K_' � = I - ,-O'- STATE OF ik- f _.___ 4i p ------- -,F---'--7i , -_p% . �,�, � %i!�'- zi)RIC ` I ,Ns,x�.--. �,I,,,,,�,, / IN41 - ....- � I In N ` Sow 'i"I"vil ,1411ronlitil . GENM&_ - - - S!1 - 9____ �al Pli. STITM. OR PRECAST CUINI 'I'l S1,l OR Wi efil RE I OFF 1114. NAM M 20 . Du� WALL, ANICINDITS SHKI BE t0i ENDIFIFFIN, TO REACT, 111i INANIN 517ILK.TURE DEPINNO 5F.-W PAII , 5510�ANF - - 3�� - -.ae PROmil sssL_­X,1 OFOLUDil (Fl - �_ al i [CMIN,val- �W FINI ,LPI BE AS MENTIONED -4 9.1 $ Al IN F 2, ACCO14i Bi TOC 7uw I EDi VF _�[: 1,11.11i BFJFI 1-im f . ') -L_�X,.ffN_Tl -L*N__1�=-­= Ill DE:�C% Wit LZI ,-W-t, WE DE71FIER"ll "S PER Oa -Fos, F 67D Of THE Al W-NTIONED Coor, - I/A-t TAPOCIN ANCHORS, AS ONANN�Xiaarj ST I I A SUIll W, I A WOOD WEED AS ANTOLINI W T4Y 4ANVOONOTON AMERE III aNMrEAl Tl K INI.IZALECO NOv - #F4_ to PAPIaMATIE I'Disil tr A`Z RMILLINAl FLUM MOHOR5 AS ANWIJITMETIRED NY, E_ YNIOT1414-17OF PITOONINI nOP 0, EIRECTIONNALITIF F-611JR Kid-08,UONO ASCE F-N8 Me' 7,HFUL WRY IEX,'Tn17 TIME INFOWNIJ (ASO I - livIOP l "r Ell PER 4 D11 YNES,4N PRESSI PLOWS NNOInATKO OV n1i'LEIG �w ,-'.,I 97 IN, Op� IN, To A 2r1 I- 7?IIIIN , v"W *O100 EFSP4Ti � aWFFWPtV Irll' AIA W,31i SV� 0,10 AL SFEIA&L-) Ff I O,O)PA TO Wg,­ TO, NEELF, ,N)NETi Vltal* FRI i LOUIS v.1-WWLP,.:I TV AlIlIFFIll I" IIII 'TO I r' MaZWki 114KOIDED PENJ�I`NF'00L� =RCII NVOO&I I111 IOPCisi, ,ac'Fill I I "� I 11 I 1/21 Al ��L �� Ol PANI pups DE al &r­�r�arp KID OVIIICI�� 1i L-Ofti I Kill 111PLIONOO 0,I �` as IF 10011IIIIIIII 1110 I ITNEW ,;�,,I,� �Wi _`%seiJAW FENLI 15i 10�lrklirk: nr La� (A IV) WSOON PEN-mi, sisal C1011itsUre ON WWaYs 1 1INDIL, I � N, I E I I , �� & I IT IN OkDER YC aall TW ONCIIi M "S I I - Cr AS f-�=_U TATEDE li, Val VKa5m A 3,W ITCNNFAI W ­ONNNRLC '. - - L" r X 11 -, . VFM�0 rWEENXID raftTFATIO,, Or i�w SURE%', NRTO THE WOM FRANIE I 5+FAL L Of, I I , � ii I' RE)i WAFFETRATION INTO STUCCO Si- W SONSOMED AS PAW -- TIFFS RE12OATILD 7HREAM PDWgbk� Sri ral val = WAS SQ: 1%0 ON OIETP AAW Y&S. OASTIENIERS 30ACAla TO WOW HIAS Iii OFTIRLIFFORD NN � - ACCORONNI .Di 20111� I UMMN EDGE DISTANCE OF LAG Waal INTO kirl SLF­ m- ,-I- ussarED, N n,i� assainal STORM PANFEL'S FIDEGJACT FOR Ill AND WOO RESITTIANCE HIS RUN VEW.l- IN ACCORDANCE MTN SECtIl 16-26 Or THE ASME MENIMINfli CODE AS PER HUMWAAE UNOINEEPONIC; & TES7M4 INC ,QERMS DIN-51m. W-5iru a III AND ctl NR1N1%l PENCTRAI-10h OF NIWI FWWFI SHALL BE S/W !�_­ -M ��",, USED SFW, - 1 1,12' .,(W, OFFINVOW ' FENESTPA"i 1MILIC LAR INC, ArPORTS 1202 & si � AS FINCT011 IFIl TAS-202 Al TAS-.00N S-NOLl �;�'O i QX !_ WsWill " Ill Kill Ill INWOOD AS NIM AS Atossal REST LAB 01 SOUTH FLORIDA REPORT 007I 6 01 ­vL AS all Isr- �01, IAS ?,1v ANID xk� 1191 InANIARES, C _1� ON �l Jvv PRECASI S-1-Fi an Will- Comi PAI �,LFCVQ CA Oil SONFOS RE FO�O Orr, THE Darti ;� 1, � WO I., ATTGFOORS TOKI BE IWV, EFOOLF01 TO REAr�i 4,� Ill n`W�FCTURIY FELIND TICH POIl NO,, Q.1111NOTTIltit r7oBOYN."FilY ki es Doi klt--, NO 1EUPpil 111"ITNInipT CrIt"INCEL Ital srj� Olviry Y ,I "ICTPOTANNOE SvIOL 01 AS KILIfffAtID InI I�� 1), r 2) a C v I I L III NIIIII11*4 I�Nf�`T ILIJ,rd. rill I v I�111'i,pfl"L O"&L RMIT l 11 Ill!1­1 1�1 q lIW irliII' �'T I vl�jl It",O."ri". 4p4," BE TOSTAI FTOLCONFIC O, IN I III: 09, ,TYlAONIOOAiINi INO lN1El1IlNCFlTlIsr5 1"if !�FF OODONOl MAIIIIIIIIACTIJITILP, N ALL IPUEL 5HIEST Nl PANELS SHALL KA�L a- NAL QLAIRI 5rLXL, An-N, A-li I.AAM %j NkNOLI D­OYI GAWANI i CESISNOI will Or � -F WITIFF FLO I D PANil LOO, 4:0 RE IIII,ETAEL�m WFION.C.,41y ;=Dtl OCYN�WD, DETAk.1, ��,Octi ON sm--m- � -F�C,,*� IC (�KrFn, , THRORM 61 EX-FIFT NNA I I EADM Q ON f% Wi N41 8i LA F �� ALL ji�,%M � U-E 'salsOill �IEDL 304 QR 31E al Ss E,I _all CQ 00PONsi krWaRl COATED CLAID"i __� Al PER elk l slif xl_� "i "SPINCIN W k Not TSAI V00i Is aLi CON" W/ �,.jl FFWTW4 I Ij [I Wil W THE RESPONS318i "%F THIL MNYWIOR 10 VII T­_ Qa�WWWFW OF ISE sm�Mulw MEW a`%j`TTFA is Ill K SECTION 2- �­ ATTAC-11M M WSURT PROI ANE,0iii lais -j'" SHI­ Ol K -ti T C r-,L, I � (I I r, �Dw 9 a, ­ Al All �_. - 0 WA'S TO RE_ ASPIA ­301 LALVANI C�M_T__ 04 -�%� �l iMl SlAoill 57111- I, 36 ..� "i - LAO VID SIRIENGTH 0 Eli RMPLAR '-PAW PANEL sil LOWHE 01,s'D 9 -b T.ROOOw Q­ L-, til PER SECTYCNE N, D_ 4 & To Wr AL7ERNAT,4, a , III i 4I 11 wil SMALL OL AS PINLICIT'S V's a III% ON RiEFTIS 1, 6 6 11 FTES�__-_`l 5i t WE k La� NOW RiEll W&I WWII .1.1-UCT14C DINNER OR _NAFl MI VOLPE Itill *i .PPLIONsit POINPWIEVENT Eli rFTFFF�,3l Or I I I . tuAll � "u-Ni Ol V.I. 9INI'llirlilliQ 17II EXII`IYRZIII�IN � I Illit tO7-­,,'ji1,jI1I CLIIIV�#Nl IS ,'I, SLAVOill'IL19 ki Si rl�NFNICN;�NT EDIOES i N�IQFW 94 I�IIXIIIIHIIIQF�O, 1�11�11411A,1�1 NIIIIII � I AI NVUIII�Z 4?1 11 11 1111I 11�10ILOEX� INY "'� - � � 1��d A' YAPCEN sk-mulTO 1141 "'It" Fill -,Nx EF,5LLql�,' M, PIII�%,,FIF ONTIONDINI N�.Ari 1. 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I'm N"L1,1011,11111LI: I 1111,1111IIIIIIIIi O $0111111FAT"I v Ailil , �l SPEM I THIRIF"i'll NO L �, Nil A TIRIF1,1ji'l III 4.41EI't 8 Timionlig"i Ol - I - I - OUNDING BUILD oLa un WILD 011 111190filso SECTION -A ,I SE MIM smis _j=Fs-" SCAI 3/i �c val I, - - - - - I _T _r -_ ____ -_ 1j.r � III 4 . E.0, - EDGE OWAl- 0 � 014 1 T% =-, I 1 L I III0 : 4E 901iff-L'i O i I _1`_ _,� t- I III srl= a- & dr Tis I, � 7i'_ � ! �� , ­I�11­11,�1111 ..... . ____ i � 1� it �t ! I I L r � - J,�lm i I.,.. 0 oll 0 - , -7 "i-, i , 'NOlS, - H i� E� r ; IF Ill i I I - 1;1.!'- TIRCTTOM MOUNCIIII16-5 CM SE 've ON .4 i 11E : I, I ON '�"" I SN"OtoDIRMNA Or I ,CZ.BtNETr,,4f sti Itil TO SstJ ANY i i,%",l A r#Ol I _,_ I Av 0 O� ... : 'N -1, `r ___ 'W' ." N�ll -....1_*_ � 7"' � 7 1-1 ._1 4 - OVISTIll 1`00i - �- .� -:? -:,� PLORIDA SUILMNIG CODE (WIth Val Hu clarl CO!"Cam I �31'=L_ , ., I 1 7 -= WOLDRI 3 * - � S VIM20 TILTEM Al " 7 1 * . 20 GAGE GALVANIZED STEEL STORM PANEL N I ON ;,­,,i;-.­.,%- 11 _1; 1" MIT -- ." * & I � ii- ­­­­ ­­­­_ ­.. 11 . I . I ­­ 14M a Rul TO - 11 . �,­ _Fr� I 1-1 , - �:!�t2��­ GIOSAL PROTECTION: PRODUCTS, I.L.C, W ctilill Q 1 U tHmp tNMG IS ,_ Ina Z�­ �, 'r I ­­­ .... . 1, OR ­" / I M --co. ill \ I 41i NA 51 PINIM ­­ - _ CA V, WO1. . VAL -, - - - , �10.wv_- 9-n--m-col �� (MA)VOTI 'A Ots.Xeill-al 1 20- 1, - Scal -,,,,I- ,I I!- - I ':_"�_.�!_­­` `­ 1 - - r - I - � - - t - � _� as- rEy-ALV�-A7.=EDN,BL,raus'.�R-21,1� I &MATERIA"HARA.fol"ICS AND SPEOUGAPM; Shall be Strictly in accordance with General Notes and Components indicated -on sheet 1, 2 and ' 212 of 26, of PrOdUl Evaluation Document (P.E.D.), drawing No,20-178. An&or specifications shaft be as Indicated on -sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 2����� M 7.1. ShaR be strictly ill complianctiLlaith General livrates No 1, 8 ftu 14, indicated an sheet 1 of 26, as wall as General Notes # 1 thru 4 and I I thro 16, indicated on sheet 21 of 26 of Product Evaluation Docurnent (P.E.D3. Idnwing No. 20-176 prepared by 711teco, Inc. and signed and sealed by Walter i Tillit, Jr, F.E, 7.2. Product may be installed wMn HIGH VELOCITY HURRICANE ZONES as drifined on section 1620�2 of the Florida Building Code. 7 3, Product shall only be Installed Into pourfrid concrete, concrete block,, and wood frarne Structures. Product Evaluation Report prepared by Walter A. Tillft, Jr.l P.E. (Florida License Ill 44167), President of Tittleco, Inc. (Florida CA-0006719). 'WitillIfIffill 01i S P, Tit , ,,,,I,,. 0%1'1,�Fl _:_ q's %, " . , I ' .T, ". CEN& 1* V1, �g .., '� �P& _ � Til e %� - ��- - 9 � . 1� r ------- ::��-__5_ o. 44167 ". � - - _A_ ` -*= _____ - : T-W " __ ­* * "',I'", 'V_ _Z 11 � a � 140­-�� 5tATE OP I S �. -r-11 1, - - . 7_v__�_ I_, ,�k - - , I - , " Is �.*- OlORJU ��,-,,l ,,."`��9_­___I-_x�: ,l � WATILL D1 T1 L TECO ADMON RECORDS � P. 9 � RZFORT� 20 1 0 L,01l PROTECTIors Pa0u, UC TS, Li 20 GAGE GAL VANI STELL aTDW PANeu ORM Ill 21CF-176), REPORT FF 20-072&01 - I I L I Eco INC. Z \ TILLff TEST]= S ElOQUORFERING COMPANY I .­ _1____­­___­ ­­____.­­__ ­­­.1. WALTEI'LA - TH --11'r, JIL, PIEP tihIaTeewl PRODUCT EVALVATIO-N REr-ORT1 Fq.Tl:r Lksal 4.L67 IL'_ft LatiNFsN�Will REPORT NO. - 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY; Shutters PR004JCT SMCATErvOli Storm Panels PRODUCT NAME, 2A GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: fthat'Fr0edill Pr9dull2trujis 48DO S.'W. 51 Street Davis, Florida 33314 NJ�LMOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter AIT'Illit, Jr, P.E. (System ID 4 IqOB) tothe Global Protection Products, LLC, Rule Chapter No. SIG29-3, Method I D of the Florlda Department of Business and proksalonal Regulation. This product Is being issued an Evaluation Reporl as described herein, and has been isainfled for compliance in accordance with the 2020 Savel Edition of the Florida Building Code, and to verify that the prociii Is for the purpose Intended at least equivalent to that required by the Code, 'I'hi% Pinduct Evaluation Replid shall be Subject to revisal land malskTrikin basic of a Bulking fDoda change that may affect Its limitations and conditions 2-M&DENCE SUISMIll 2 FT. PRMUCT 9YALUAMN [IMMENILIR-F-04; Drawing No. 20-170, tifed '24 GAGE GALVANIZED STEEL STORM PAIl sheets 1 thn.I 18 of 18 prianared by Tilteco, incil signed and sealed by Walter A. ThLt, jr,, P � E, � dated 07[2712G20, This drawing tis a n into is Evaluation Report, �0,11.,Mllll% ,N,,,1W,lI­1,1.ke.i, , " lIP'.!k, ,,r�L `­ V, 4, ­_,,,\z&VS,..i ir" .��_ -IiIiii ---- �- - ., t� . = - -n4t-- .-A-41157 *� I -T �--.�.r--4 = I "I 7:11,1111i * ..' * E � . � 4' 'L SI-1A%_ S,7ATE OF : . Z � 42�ZF 1 q(", - , 21 I 0 R t 5 III I I. � �- �4 '101 11 , ` " �, !,- . i. - �,� �,,, 6.1f,S��4,�N,�-11(���S15�g��i�,�:I �l�����i��ll������Ll-i,Mittin�i,'toiiidii 33166, - Tilboav (3W) 871.�'.Wi,?'-iE�4i�bul,�',iA-t5.,.4t __ � � _.. _ __ C04PQN .M-FOR REQQLA_8_A_LjF_�__j&EEj_ --- EN T - ___ ST 4 MK.,esIM11-5 - .-.. _ .- , ________ � __ _ __ I I (SCA-- '/2�t­) : - I - - __ 15 Il"Y15, (Iffm affa" __ - ______ - - - - - 15 Ill (Tol Val - i - __ ------ I - - 12 500* ff .i - : - , 1/4- - - - is-M, - ! � � , Di - - r­,X-�,, - - r,:I�e - � 51. - W1. 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M, OJOINCTIM BLOW 4 - "'N'" "'i IF` A 4 I` I W TI_ 4 11 I) - - mi ON PRO, ,OR 1i I 1�! I*= w= I -I' i VFC.%vs��L -� `-W.V NOW Z 11 NO 44167 '� I 1 20 GAGE MOROI srn =001 1bl ;I xl� SLCTxW_X=A Z A. � __ - - ­_ - . Ov. ., 1� I ­ I 1­ I ..... . __�_____ Z s' ­­41144i"I'­-;��_ L . � IXI.J.16 ril als_��" N ­r __ LL I ul �� _l`j'j'% $ 1,11JE isi �1"", Z, , _. I _� I ", �,, ., 1 go , ; f IL ECOl � �" "- �I STINNY, 2nkL_1Q&1E�A1n_ff&Vj8EQ_Al R__QR 'K W,,,,i';,�---� � THLILLIF reSTURN A EaSim WN­ r___ "QUff -CO/rIftairm 2AI40S .111PID - , , ""'.."itti , 2.0- �� %1414 ­ � -IV,_.1q/' PRO.. Aiii OF. *I,.- - - - __ P"i rsz_jfila­�_s� I _j"TUr ,� �_- ��., ­1 _. azs.4tfj!�Wt No�-&-VTr'&, U., TEJIREJ�. T$ �� Largo missike itimpar"'s r:Fwl ir��:tls v,rl plarfarTruvi'Ll uni &31"D '11 2-99 sbandai'd EM per section 1609A,,_1,,-,f0!�'- Fl[ori,!F, Burlding Code liri�'C'.1'(Yll�.;I�ati:t,�,r),Btj,;A��rJE)I- Section 1 709,8.3o pli A',;Tisi E-330 Ti report,,; pre -pal byl Aniedi Te,-linq Lab of South Florida, kepori-81-4-0--01 ditOO.'31111.102-MrIessi byWilliam R. Mahner, P.E., Bot iz li,At-oz: F­x:� al Henry Hattiam, P.E, and Rapart No, ' 0219.01-00, dated Febtl 25. 2ii signed and sealed by Edr-.rur,dcj Largatesprials, P.E. and Henri HWtel P.E_ Large rnisfifl,O WrIpact and cyclic. landings Per Projqcf,Ih, Tj,'AS 20- 1 6�'_703 as per section I 600,� 1.2 of (N.I Fronds Building Code. Test, R6port pirlar--mri by Anrerlcan TaslIng Lab of South ML,,66a, Report No. 1123.0,1­10� dated r4rivernber 23, 2010, signed andsocised by Jil E. Gonzalez, P E. Tensile test report Ii 90M-1!98 thy CNC Metallurr i ,=a � ' gical- Mar - dated March I 3_ 220% signed and sealed oy FrIl Grate, P�E, as per ASTM E-8 and Tensile T.esd as per OC Molollurgical Rel No, 1 DKIII dated December 1, 2010 signed and Seeded by JEeryJw;i,-,farD. RE as per ASTOA E-& La-STRUCT-UP-Al. ENGI-NEEIRMING&ALOP LATOW I On 24 Gage Galvainaf.w.1 Slab! C-torm, Panp,j ter maximum Dories length vs� Dial wind load, as well as maxim,Lim anchor spacing v-q 61 , s - gn wind load and pairiall seat length based on ratir-mal and _o Fsrnp2rative analysis . -r,uJ in accordance with section 1604 of the ; lorda Builaing Code. Calculat sris orj�pariedl by Tillsol E' , fril dated 12118110;md 0 ,8,`27II Ii-for this roviscirij, signed and sooled by'AlIkilter A, Tillit, Jr., P-E, 1-MMILEIMPACT-RESISTANCE: Large rril Impact ull zuection 160 1.2 (if Inc Flord'a OUilding col as par SSTD, 12-99 Standard and TAS X11 - kY0D_LQAW R�,.M LANCE. 24I Gage Galvanizir,,id 1,�teal Stol Panel hri�,, bt_,en terifivIll to 3ustasn,wind Pressure& MaXIMUrn fianysl lon-glih shall his as �ndicmtad onssiWS 3� 0, 1(11, ,I 1, 12 and 17 of 18 of Pmauct Evakriation Dorurrlsmi (IO.E 0-�, drawing No- 20-175, Maximurn Anchor Spacing sNall b6as indit-.ited,)n she FiS 5, _q, 10, 1 1, 13 dair,j 16 and 18of 18� of Prvdmt Evstuaikan Eint;oirrani (P E.D.), drawing No. 20A-75� 24 Gage Galvanized ,�:i�Km .storm Pamel has t,i?�_a. wix[fied for i cornpliance to work as a non-parous Storm s4wuftef assambly, as rwar SSTD 12-99 st-andard s"Itollolloora, i ii, 7III fail', al sFi I - " � se ,�I, I ....... I � ,,��d; th r� Iii � - ,;, r?, I '--,�,tv, __ , ]��_ �� 11 4, 1 3� I ,I - I , � I, ,,",­ Ii r� �= ­_S�___11�1_ " �, I - � --- � - - - . - 1� � - , __ - � __ _ � , ___ 11 �­ � -1 I S - Z_ , , o'. 4=:H e- . - I - - - . __ _� -7 � a * = , - - - _­ 11, . - - r­­­ - - __ - _____ f,Yn Fri 'f �� � S _�'_ . , " 6 Ail � Az� Z t -7a�,-, ; , - ,� �_� __ - .: `W 1:��1_11 - . 11 � 1) R 11121 - ,&_a� , \, %Y . ­­ 1�� , _sL '�. I 1'� �, NA"I " -11, �'I'll"�'I'l�ll,"Ill�il"�,�'I'lI I", I I'll"I -0 'L E1yALL___AT_11"FX_QRT2iU�AU1 ul 5�_WFALLATIQJ!k ifl5tallf"Vfirin shall! be perforroad shrilictly in ancorlzianre with datails indicatiio,i OIn vhPois 3 thil 9, 12 thru 18 o1l 8, of Prol Evaluation Document (P.E.D,111, drawing No. 2ow175. Minimum -separation to gless shall be as indif,ated on I a Sheels 37 6. I 3, i 4, 1 r- 16 and 1 8 Ill 8 of Product Evaluation Document I ED.) drawing No- 20-176. III MATERIAL CMARAC ERIULC�,_ r AN_Q_$M MIF CATION i; � _$ shall be strictly In aucc-ordancle with General Notes and COFFYIDONE'DeRbi indliCalthd On r smEB ti and 2 of 1 8, of Produr ( Evaluation Document F(P E_D� ). drawing No. So-176. Anr,h:�r spec.ificatruns shall be as indleated on sheet I of 1 8, of ProducT EvaluetioNn Docurnerst"P.si drawing No. "-175� JIM -1 1. Shall be Rldri in olompliance with General Notes No- 1. 8 thru 14, Indict -Led on shest I of 18 of Product Evaluabon Document (P,E,D,), drawing No. 20-175 ' proDar"ad by Tiftl Inc. and signed and sealed by Walter A, Tillit, Ji., P.E. - -1 - I �­ PrOdact shall not be histakidwithin HIGH �/ELOCITI HURRICANE ZONES as cofined art Section I K0.2,cipl the Florida Buthrling Code. 7 3 an !,-. 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I i � � � � � 1 wo,,ii,i PAU'Ll " oilylil l4il -�Ai-,' , � �� � � � ^ Nift Or 1/4'9101,�y�l' ,Arh Ilkl,,AAIL�Sii��;111"Is 9S, TAPPIr IOOITIHI� � ; t �� � � I I � 1 � i I BULTit Hi 0 EA 0,11PIELAP I I � i 1 . 1WHI L0CATlt',N OF FAEVENElis mo, li L:�" tirkn CAI ISO I . I . ; F I I ,� I 1! I I I ; � I i . I 5 � r , I I I I � S. ONS Z ARAILKARL-1; � 151 -C'., I - I EXrEll VIA, P-JINVES, of' DAIL,, PANEL . I , . I j . I I � I � i I 1 � i ; I I 1 , I I- : ! 2 I : i 1 7 � - � 50's � � � I I � i I � . : , - - - I � - I. - - - --.- � I �. , � It I I - - I, %� - (A,1 IN C&IS--- 71-00 ENO �ANICLIA AFFe AtOt CDNN,l!C%T,) TC, PQF-'I�Lt ' E " i �� � i I � —1 - , � I . I I I '! t i P ... �.- 11. I � i 11 I , . � I � -4 - "�--T-�-r - T..T--T---t-- � I I . I - I �I, F l I l - I � " � I ", - , I 1 � I , � � I 1 I 1 � i -,,kt-- ��-' -!- -,� , -.r- i - I -1��41-- TRACK ii - I', FiTlDr EAR 'S CE-1- Li'llID lS TQ;:l NO `-�Jil III I - PFINii- 91041 BE C'UNNNIft-Ta) -0 It,l --,l ,l5SnfG Si 44-31::A�ELI So 407 i3-, -Al SVv� Cii�, '�)�Tlqri - 'I i � 5 . I t I , I � � I - I, i F S-I-Ljj-1- -j -I i !- -j-j - -r 1 ,�j .j -1 I- L -� -1 �' I L -j-j-A a J., . L L .1 r ' .L .L -9 J - L i -i - .L -j - j � i ' A PAWLS TO ffr)TTDW iiliAl ,W-= OCCUR m-- AM PSCEL A',N'CAT-- . . r- Il - . -- -- I - - i------ ,-,��-'-' , : " � "" , 4, _- ,=------ I il! , "-- 1 ii , �----, . . . . . .......... J j . E : ios-, I- — - I" - - i` I - �'T,Al ---M�I%l -------,--- - - --------------.- ..---------1-1 � -- -� --- A.. . - V.. IF i� a � f JRCTAL.l Ofik.-( V" FlON 1---, � I. I Ai,� �HINRI 14TI, 1 SPIELD U-� -4 171, I J - 11. � --- (Srrs 1,111f.."N'. V, A * A--,r,aNA1OF Exilw Il F�I, is? - -- - - - -.- i ii I . EZ I W/ I -Z � I 5 I I — ---L — 11PILAL '1EYA1i0N FOR SERIES 200-0 E—Z HANG STORM PANEL I'L Sy M (t) — L UjL— - I Ii . S�A�t: 3/32,�I" 1 A 2.6A '-p- CiAl ,.,r 114,11, GW - . - I 1 -1 �sE Lk;p, , I , -- ,- l --- - - --- - - - ,- I - -�-IRZ- - / ll --17 - , �� i �� -- � \ -1 , -- / S'L , [A r , i ll.,��=" ... l7e=11I.. � �-..��!l�.W�,�ITI.�.����,,��-��-�51I —4r-.. -.11II4111111111111111i I'�,��11.11 � - - I'll. - - ..0-fl", 'I'll-L-5-1 ,� L �, z . � 1), 4 � I I 1 RAI- GAP f'i, - r ", I i i � 5ECTLQN A —A 511-144 E 33132'� 1 ' ,�,.I��iiiliilllul C � �� ii ,�,Sl � LIN""", . � ,, L r I , , " l, ,,, , -L -� � , I " AP Ri �iil , -F R I FLORIDA 01-ALDRYIC, CODE IT VaID- I� HUrnic-in zanti. (NOR Pfiq r -- sl , �- I 1I , I - , - 4 -- _II . Z It � I - : to T � I i4ii - 1 Z� ' Q:A" TRIREix SIR - ,.I. 24 Ql CALYA4= VUL SIOFEU PANEL Ill , - � �, I III :: i LA ._-r -, -, * a �Z. " t -�- � ,q'� SWE OJARAI '11� � - , OT- --..— - ... ...... ---l- " — " - I 2 F,111"I AW i . ZEI IL :E C 0 ,,, `\ ULDEAL PROTECT04 PRiDDIUM, LLl ,`o I I ,� N9N,Lli. � �- — S ; sJll , . "� 10136io 0,14 ,�o 1- "11111'�1111' 'Co TV- & — "'IF-1 -�- I, - - .. - � - i - 1-oull � FRI '44I U-1 75 - :��-=!�=-%P- , -Pr I �:Aol-o � 9 e i-,, 1"Wil .1 -,--111, 1 I I. T9; MR , ]SUT - "'"" -olla-z- .1 - � - Cl4I,AT7F1 �TI.z , �� �- -- - 1, ZL ; L.- l-,EO!O--r-- -- ; I i l"A'AH"llill -1 , Wl . %,r , � 11 I , , mo— T-I . ......... = ... il—j 'Al III 'A", i i i - A'. II ES , ul 24l! I - -- Lild-hr* , � --- I -- — — - I "t EJAJ G 1 N E,-'E V-'41 INJ G ENGiNerLiFithura ExpliFticasot F"RODUCT EVALUATION fIE:POPT SARAVAIRAIINARil 5i, 2020 AWftabon NERRAIRRAr 178_69 I - i FX Prisleck isurntil 20�31543 Product MRAINA-Adwer Au[ Anforicas Sbuithims amid Glass Manufacturer Address 1 W Diman. Road West Pakri Beach I 33409 Product Norne & Destompturn 24ga Galvanized StImillSterrun Parrels Large Missile firrill Resistant Scope of Evalluadon, This Product E-vatuallion, Nepon is Ning Imull In accruotanow vilift the hiliquitnornants of IN Florida k - Ds"prusient oil Bus�mx-- ,-ad Professional Ragnitallon (Ford" Buddinlif Com,awt") Rums Cheptar SIG20-1005 ' F A C_ i slanswame mocaplance Pat Method 1(d) The product noted above has been IWW alahl mYRARNArted as surorioli NNARN, to shooti OBTATRARRIELF with tire F brida EINRYBEFF Call Savarali Sdpl (2020l and is, lot !no purism- wavindad, in West colsovalaral is that required by -,itv Code Re-evoluall of this product shall be required following pwbnent Florkla Suddim Code rintudificadons or reval Subsiandatiling Data: A EftQQUSLLyAkA�=JQQ99MM, EX arm" #2"11543 titled '24i GAIVAHIUREd Suill Siol Panels (hVHZ & 1RRw--HVHZ)% street% I-5, prevalled by Fingirmseurna E-Press. swed & somausid by FrAERS Bennarda P,E is an Integra part of mail Evaluoon Report . = EWORTA U4mfORn %lam %ifirchwal pAr-fourwAnce hall been willad in accordance mudit TAS 202 lest spowards I ' .-I unions) #EIT�ASG 17,001 by Smiclisinal Tairfirg, Ill Laige, waill i"Hiloct trealistal mild cyclic loading perkolillince has been! Island in acconclit"re with TAS ' 21), and TAS 203 lost stanclards so test repi W-ASG-17,1301 ItAll SlackwARNRY Towl hic. . 3j.t . ��Tq N _L .Q _ . R&�,L_qi[NN�P" C _l I IP VPA4 Stroclurral AR(PSE-Oming ral-kiolimnitus hava been ,,-,soared winch "alusime 010 EnSidur! bases on copirsiarrathus a-dl rafforial owilityps to quahly this folAmounrog design causes: I filiftlinvi ARAmlopre Seen$ 2 Olonitrurrin AllowsWAS Spans 3 MinuRral Glass Separation 4 pinclow Stailding A60 5-W 12"" Aoflllrili SUITE' Ill I)IFIRraEll SAAACIII, illIELIFLArl 3.1442 (954� 354-0660 1 i 396-9999 TEAMIPENC�INEVIt�NOE*PFtES!,.COM fatitfitsiliIiNGEit-til CORI - 74 I Q 0 ENG11i EF I' IG Palle 2 ill,:! oill Artarmlloal Slvullleo, End i -- ltilil, Gjahari IwO'Stcoml limill[Ri1r, Ill 331* increase in alkswuntestrusis No been Ustra in theliesign of thin product. Separalmon frorriSRATInglell Arquired tot firstARRALIFAS AWLSONS Ofillind zorrov, 4 and assaillIall fioucelift Impact Resistance: Lartas hinitainFousistancit hil been ifelrourshaterd an, e0denced In prorwhimul Fated test Toportni anam AlRoBourited ibi oll jithe sinyroal dew" 0 the prEoW � Wind Load Resistance MR pFARAJwHA has tomen designed In lisolst milrid lirowis asindicatiod In the splift ril isdulao) Do trile narpeclov Forisaud EvWaoon DocurrawAII (i.e. e-T,�eiing drawl Installatfairi This producl shall be RtgaW in sall curritAllar-c-a vAh 0 respoeth, e Product Fvaluamon Doctleseed AH a WROPHEREAring draw"). reli with aft comporwants noted thurrowl Plitil corriparwaft shall be of the 1-disfuld slEactifilad in thilif pliodul respociffil of cAlwist Evidurallion Viscurniord 4i.e engavensup; dultranti Limilations A Collelliffol of Use: User of this Product shah be in sildict ouScoidul with the t&-���v�e P-duct Evakowl DOOLIMI ll� or ongliresuring dr�w�) a nated harein YAR supsolding onst structimpas shall be daminned lontil ail superimposed loads and shall to- of a risparlin , �l��ledinthmproduct't,reBpvcgveanct�.,Tsclli�pi,tu�q- Hw:slyaplulll�dil�:::iimdil�ol�.B��l"h�lll::�TIJI�ll�lV�'r"�fJL4r�C�4,A���l�'JWT in this Droduct a Respective anchor s�+=vdule shogr IN designed (or an 3 stri-spal bal by a rooffishow prohossionWe"womer Ill comnitrionents winch we per-wairtermly InAlawriod. shag he prom0acted agAiNesm rom"lIlmon, istalloom6rovinon and ohniur such dam"in at AN lorres Tmos oroarl has been designed tat use ilvdimn am ouliall the High Velocity Hianicane Zone IHVHZ) k es ini fit I I " � I �- I, , �-,�%,- - .e �--- ,-, lo�,77SE�--I` X��, - . ­. . A, . :w - --- Frank Bereardo. IT - ENGINEERING EXPRESS" YPE004li I (i N,Lvih �l .. 160 Toil 1� � AqEN--- 5ulirpl 'U"4 0PrrlrvFqlH Nc-o,, IF,Loirfruli 33�442 (954) 354-usl 1 (666) 396 Bill TRAIN# ENE ENAI Nil t1iIPAj1 1_ CI N FNGTNEER24GErPRESS�CGRA �-,�,, ,, I ,— , - :-:IF Ar--11N.11- i- l��- �-'�'Lll­Ll I 11'­IL � �- -1. ,�, : "'�� O-11, "I", i V I INH . . Ll'.13 I - - -�� -� lil� " .1 I � "'u'rfVr ,R �M� �t Al .: , I,- ,�,V, �, 11% . IRRI I Ice, 11 .�- � -�- 6, i , ��' - . - �, E�b -1`IP � � 11, 1�1 I , - -1 I Z -11 , I III #"*Vp?*, - Z lz; , , � I , I � V- - rIn .. �� L - " HIS 11 I A/ / �, " , AI 11 � C. P? ,. 'JI A, Ir . 111,144 or - I .1i'll-, �- �nll`a . I , -h . - , -il�� --"4. I I , lara �17- / !% Y, .r. ,-,. 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T �i 11­11j`� tl�ll [E5; -C .1- PRODLlCTS MRTIIIE� HEREIN EU-I rro.�, ,Ac,4000�, , MAijMIjM Fil L,Lbl�E Aj4ED,kl�1-1, ' ,PAQNC, l4ALJNUR`I ALI 'IbLLS Pli ICI, Arol PH I-AZI I PIES LIAL.4,ArLD irt '471N 1,111if", ILL Lll IILLL A' WLT , ' ==� 13,�liyplji �-- � EhPFrR Al- !,Ill S�19l BA -El V- 1A5iEl SlIAR114C. - ,-- - , .�� I -A-Na,I;-- A -�,�-K -,.- 5B-E�- ZCS'GO -��D �.Il '7HAN�Ec,-- �,.,--, -- ' . '- - aOii&3N-31j,,o1 MNR,1F�zClSFA% CrIEATF�LTI,Sll INI F],�AITC 5,13, Ill; �IAERITI� I � - D17TON I1,L -T , 1. "Z �CRNNE.-TPYJ i�� LIF 'ED D j ATIPROPRhATIF htXKrIrL`, KANIE I F A01IIIII[Ttr, T'l A T S OR I�F,FT 2 FOR HEI tZ 1 1 PINISFIL PE177NEAS� OF STUD� USED VAL =N-11l AortH AtL lAW�Ll,14THoS l]' I Ii'711-1,101AF; �-�'-""--�i�-11-11:,T,ro�LF��El LESPR2L DC P;V4E'-F�-�114�kS�r�Nl--7AEL��.'�ILJFS-�R All )4- WC 'Ll , I �-,�- (joZLI'LiNNG FIWI--j-, ��x:nrrlYft�I 4 Il i, ALf I, - - ri,�,%',LrJ�I#1iY0l7,7YAkCV iflTl-IitoNIo`A-,71jR1'Tl: At,rF,ml=Hr1AAr - . 111VILOW U'll -AI.-,oPT � U-Tliliit �li-IIILL �Olilrlailll TU A"Ll I ­ ' Ili rrl, _ , � -Z I L LITIAINUM WRIMAE114F li�Hj ,-'C"tl r - I ,�ll�C��IN7r,'C��L'ITA�,DE��=MF.7&�-�LUID�-�.xc�.,��.SF,l�- RIX,IOT-ET.-L, -IrTi-- ir��;,FnliniEIRIIIEI- �4-?411�1- FLIEF�F IFIr C ii-,, ll, -1 TT, 11- TI ADIEW.-O 11ANSTER E IIIALI, IG HDE�l IrRL-C, DAL, - C�lt,�,�,,,�7'�,�,�,14�'H(:,Rl�, "I(l f FE) HEIRI � I III, L iiE: FIIIANNnICIFID 11 II 11 AL CAA'r ALI D i Ol"I'l"FFE i ., ANHERE -[�,:-,T%� FTPEAJI [ILFF 1E.- 'k,00D �R.AURIG, EAEf,-HIAG I�IiRnDy-- 011, IIIA, ,r,", ,,TE�� . , VER.TPI ',-hAT FL7 E:T�NEFT-' �T,� TNTO, �,xqj,ATE i;c�-,p II hEMBfftE H'IT FL�Wwo Fksim:l I G IFILYWC�E, F- A,.�CEF'fii -�10' F�9, SMF -L��R± I I ' - ­ AHfRf ` I �i'LI'F.5 F�41';FE--� Tt� `,rA9SJ1W Fri '110V 'SANIINC, FA��T, NA -A: Gi DIP -C,TAI AN ' , `LOAII� ls.Ao T,17PINIALE I ':III I III ,. LN I I -OF Pli"JI'LoRk 2' L 4' tiffill ) V�GOD ,� LL:- e4' jiLLi- C'I�, C -TANNI V,,OtEC, � TLIE, S ALI BE `2�Xffl-IFAN P!NP G-O 55 OR GREIRE11 OV6ITA, LAJ.L AREA, kIl-viLl. 14"'A ntvi � 1's 'Aq,1�4EAr, --T-, 11--`if "I I RFL---yEA-l1F ,�--'*-�- -RE- �11- OW��--�--, ALL V�IFFTI -,OiA�151l, Li OI 305119I -� - , -241 -, - IFITEET HE El "'140-iNEF''AV'r-Sr�A-11-h �E'1� "INt-�ME-�dr,-r,�,4a?V��F�l;,RfAcl.m ANO-10F, .RID 1;'l IA�I� �ITHE- 11AIA I-ILAD I I I TliH5FH1,,111'I 'Al ALI I F R III ii ILI I�IVAI Ill[ 11: I ) ]A I I D I g�4vkT,R�P.El,lF�liri��rl"�41npl�*lr�"Er3l,�'llel'Tot-,�-,-�C.I.[�F���"L.,�7,11,1�'ic:�::�',OP.�')T�i,�TI NC-FILTAHE-� 14 tri"��JGP���7E!�K�M-'��L)PL�',NE-Itl�-N5.1,4',I!C,IAP.Etoc"��,,-,Zff,TARIFI��EES- - , DI RE,- I ,CkA l"T1,-Z U:flo�-- -,.c ,L. - � � �,nl FIT L. A N�--� C44 ri N�Y.- F*114 ME I-, �. r lCn IJ F, r 'I - N TH� ANI, HOR 3 � --H, �LIJIII L[ � TEJAI ,T W �Rl _ - ,[_4:E_. . 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I PIRns ReviL, cOmpleted an� � L11 r cc mpliance -th the appeoved bY Debir ,,,, K 2020 FIRC 7th Editj I lahr PX2300 : L " I I � , , i I � . , q � � ; I I �, Cn 1: -4--m " � (D � a) = -4--i +--# U) I I M > I' 0 L- I ., .. w "! 0- 0- L� Fl< a) 0-i 0 I = "I "I =3 -.0 .� .1 �, ; CFO " 14 0 L- 0- � 0 t, Q) m � : " r, cii M L. . 100 1 =3 11' LU 2 < ;Z 1. ;Z < I I -j n SHEET NO. � I H �1 , 5� - "I . A, A P 3W CEMENT PLASTER 12 MiL DRYLOK CMU - MA-Sk*1911 BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW SUCK TO OUTSIDE EDGE OF MASONRY WINDOW BLIC K r==2) SEALANT JOINT 5) SEALANT FRI EDGE OF WINDOW FRAME WINDOWSUCK ACROSS WINDOW BUCK 7 AND EXTEND TIO, NDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT J REQUI[REMEWS BEAD BRIDGING CLAD04NG AND WINDOW, FRAME 3) SEALANT VANDOW FRAME Ti, WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. 1, 12 a 1,01111111in IIIII a to] Iii al 04 611 wil 5 will I [*10 Wil 01111110 1 In 1.417-11t APPROVED SHEATHING APPROVED HOU&Ew`RAP STRUC7k ATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE `V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT JAMB :SILL AND HEAD DEIAIL WEATHER RESISITIVE BARRIER #."WEATHER JE BARRIER & AMLY SECURE WOOD FRAME CONSTR. E XTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN WEATHER RESISMVE BARRIER SEAL TOPS OF JOR UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: I CK fold up & terrWrarily secure weather resistive barrier above header to allow for ffashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 0� 3, Fold weather resistive barrier back over head ( 0 1 \��tj flashing and sea' with Ilape I SELF -ADHERED FLASHING Scalw W'S FLANGED WINDOW WPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EKTERIOR SHEATHiNG REFERTO TECHNICAL LETTER ON CHEMICAL COMPATIBILIFY SELFADflERED FLASHING /4 DO NOT FLASH OVER BOTTOM NAILING FLANGE A A Alk SELF -ADHERED FL,4kSHING HALF ROUND WINDOW WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION �(2020) Detail Instructions Refer to the number marked as in each detail that corresponas to the (i) numbere(I items in the list of Instructions below� 1 Install seff-adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form Water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layef) - for ease ot installation and to minimize scoring cuts 5� Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner Mechanically fasten as necessary NAI[LiNG, FLANGE 2x FRAMEWAL L TILE FINISH 1/2" C)UROCK 8" CMU 40 OR 8"CMU (PER SEAT DEPTH) FILL VATH GROUT - SLOPED !!MUD BED VINYL SHO'WER PAN SELF -ADHERED FLASHING A r? E AIM WEATHER RESISTIVE BARRIER SELF�ADHERED FLASHING EXTERIOR DOOR WITH DECK -ISECTION A EXTERIOR SHEATHING -7 'Y4"- 1 " BEAD 0 1­ C ONSTn 1 f I ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMS 6. USE LIQUID NAIL BRAND i OR EQUAL VA.All"H ER PRO110 F CAU L IONG SECTIOWA (SEE DETAIL VI SELF -ADHERED FLASHIING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WPOTI SELF-ADHER 4410M SELF -ADHERED FLASHING OUTSIDE CORNER IU WINDOW LINIT FLASHING REQUREMENTS ,--DOOR ROUGH OPENING SLOPE 03 in', 12..0 in R703.1 General. Exterior walIs shaIl proIvide the buildim %Pith a weather -resistant exterior Wall envelope The extedorvva�l envelope shall g (0.6 cm � 30.5 cm) include flashing as described in Section R703.4. 3/4%1'BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND -esistance, 1-he exterior wall enveiope sh0 be designed and constructed in a manner that prevents the accumulation of water RETURN UP JAMB 6". USE LIQUID R703.1.1 Water I NAIL BRAND OR FWAL WEAT HER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. draining to the exterioi �,vater that penetrates the extetk,.-)r Cladding SELF -ADHERED FLASMNG BUILDING PAPER W -arrier, One layer of No, 15 asptialt felt, free frorn noles and t)reaK�,,,,,comp�lying,��m,i�,�th ASTM D226 to;, Type 1 felt o11I, other IRE LATH R703,2 Water-resisVve r; I SUBFLOOR approved water -resistive barrier shall be apphed over studs or sheathing of all exterior walls No, 15 asphalt felt Shall be applied horizontally, with the upper layer ialaped over the layer not- less than 2 -inches, Where joints occur, felt shall be lapped not less I an 6 inches- Other Jer manufacturer's irvstal�latiori ins,tructioris. The No.15 asphalt approved materials sh - all be, installed in accordance with the water-res�stive ban RIM JOIST felt or other approved water -resistive barrier materiai shall be continuous to the top of wails and terminated at penetrations and building appendages ira manner to rneet the requirements of the exterior wall envelope as described in Section R703 1 R703.7.3 Water-resIstive barriers Water -resistive barriers shail be installed as required in Section R703.2 and, where applied over wood�based rill 1,>­< sheathing, shall include a IiIvater-resistive vapor-permeabier barrier volith a perforrnance at least eq uivalent to two layers of'Grade D paper- The 1 1 (2) 02' individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing 'installed in - 11 accordance with Section iR703 4) intended to drain to the water -resistive barTIier is directed between the layers. SELF -ADHERED FLASHING WP02 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a vivater resistance equal to or greater than that of 610-minute Grade D paper and is separated from the stucco by an gjtej,�Irening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantiality nonwater-absorbing layer or designed drainage space. INSTALL SELFLA�IrFII NEEDED IN CORNERS ADHESIVE _ RED THROUGHSELF-ADHERED F ASPHALT ADHESIVE h FLASHINGJAMER & H: I EAD R703.4 Flashing. Approved metal flashing, vinyl flashing. self -adhered membranes ancl mechanically attached flexible flas ing shall be applied FLASHING, SEE FLASHING I FLANGED WINDOW SELF -ADHERED FLASHtNG—,,,,,, shingle -fashion or in accordance with the manufacturer's instructions. Meta� flashing shall be corrosion resistant. Fluid-appfied membranes (SEE DETAIL, WP01) used as flashing shall be applied in accordance with the rtla;'Wfacturar's instructions. All flashing shall be applied in a manner to prevent the 7 SCORED entry of water into the wall cavity or penetration of virater to the building structural framing components - RELEASE PAPER I Self -adhered rnernbranes used as, flashing shall conI with AANIA 711, All exterior fenestration products shall be seated at the juncture with SELF -ADHERED FLASHIII (BEFORE FOL01W, SCORE the building wall with a sealant cornpiying with AAIVIA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE E)CTEND A MINIMUM 6" ADIIESWE AS SHCWN) contraction, AS ­FMC1 261, AAMA 812. or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as VERTICALLY FFR oA flashing in extenor I,I%Iaf�s s,tIaI� cornp��y,,vithi A&MA 714, The flashing shall extend to the surface of the exterior wall finish, Apptoivii�,,,.d flastflngs BOTTO M OF THRESHOLD shall be installed at �he fokowing locations: �1111111110 1. 1 _Exte6crv%,indo,,v and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the -,vater-resistive, barne.- complying with Section 703,2 for subsequent drainage, Mechanically attached flexible flashings Shall cornpl,,I witin AA(iii,`I 7 12, F�ashing at exterior window and door openings shall be installed in accordance %%Iith one or niore of the �2 followino. 11 The fenestration manufacturer's installafion and flashing instructions, or for applications not addressed in the fenestration manufactuter's inStfUctions, in accordance with the flashing manufacturers instructions, Where flashing instructions or details are not providiI pan flashing shall be Installed at the sill of exterior window and door openings. Pan flashing shall be seated or sk)pe<J Ili suctli at manner as to Orpct wate� lo the suitlace of the exterior wall fin,ish or to the water resistive barrier for subsequBint drainage. Openingsusing pan flashing shall incorporate flashing or protection at 'the head and -aides. 2-, 1.2 12 In acciordance with the fiashing,design or method of a registered design professionall. 1�3 1.3. In accordanceo,ith o4mel, approved rr,,ethods,, SELF -ADHERED FLASHING 1.4 In accordance vvith FMAAAMA 1001, F-MAe AAMA 200. FMA/WDMA 250. FMA/AAMA/ WDMA 300 or FMA/AAMAANDMA 400. WP05 INSIDE CORNER xTAT/P06 Z 2=At thi� �intersection of cr6nineys or other maso[ir-y construction with frame ol, stw�cio walIs, with projlI on bot[i !sides I.inder� stucco co.pings. Ground 3.3,Under and at the ends of miasonry, wood or wetal copings, and sitfs. FI 4.4.Confinuous�y above aii projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of vilood-frame construction. all c 6.6.At w, ind roof lritersections, —W t R i t t B i 7.7.At built-in autters, 'LF-ADHERED FLASHING ITCH HERED FLASHING (4) �5' PLASTER STOP CONTINUOUS BACKER — ROD & SEALANT A 7 4 A A ,4 4 Foundation Wall"4 4 A., A "91 M 9 rexMW ;J RIM ZIA A STRIP OF _ISAF ')MAINAGE PLANE WRB L BOND BREAK VVRB ATH WRAP DPWRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-111 FLANGE THIS NATU DO N( A DRP ACCE SOFFIT/CANTILIEVER, a er es s Lath Sheathing Stucoo LEGEND -ADHERED FLASHING (SAI, i 0 SEl, � DRAINAGE PLANE iCP) WEATHER RESISTANT' BARRIER riI BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSW, PLYWOOD, DENSGLASS FRAMNG SHEATHING ANEVI WRIE Cement Plaster In accordance with ASTMC926 over wood 2nd floor 7,18" Cement Piaster �M accordance with AS"TMC926 Felit backed! Ine"ai lathe in accordance Witt�J`MC -I A' ,1063 Buddina Paper Metal Flashing Wee.) Sme�ed Installed As PiI anlufact spec& Maintain �otto,,n o4 F 'Neer, screed 1/2 "to 2" A. h) o e Rc, o I 11 0, 4 40 11110 0 40 4D 1JA FIAR 2 �023 A 7/8" Cenierit Plastes, in accordance with Vir V ASTMC926 Plans Rev at Review Assist Inc. fo Fe an It backed RFSNPlian W I cilmPlOted and appro W it' tle 1020 I d lathe accOrdancebY Be F8C 7th Anne Klahr PX230o d Ion witt'i ASTM C 1063 Building Paper 7116" O.S.B_ heathincl Stampede or similar joint only Weep Screed J installed As Per -t. Specs, Manufarc �im ICU >1 112" Cementitious 0 Decorative Finish All inside and n LflillIllIllills �outside corner will! Deed t�o berniter GO cut and caulked all butt joints need to �C) bacaulked Using -Stampeode or 5-Irn, C80k for all (3) C/) CIO M Lu z z 0L SHEETNO. W WHO", 1 0 UJOqk ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR AVG 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 A4.1 ROOF PLAN 2ND FLOOR FRAMING &ROOF PLAN 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME 5.0 ADDING K, L, M ELEVATIONS BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS A5 EXTERIOR ELEVATIONS BM -BEAM OPT -OPTIONAL A6 1ST FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. A6.1 2ND FLOOR ELECTRICAL PLAN BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES BRD -BOARD PNT - PAINT FINISH BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 STRUCTURAL NOTES BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S3M FOUNDATION DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED S4 FRAME WALL DETAILS CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S5 WALL SECTION DETAILS CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.2 PRODUCT APPROVAL CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL CTR -CENTER READ -REQUIRED PA1.4 PRODUCT APPROVAL CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS DIP/I - DIMENSION SCP -SCUPPER Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS DISCON -DISCONNECT SCRN -SCREEN SH 1.4 HURRICANE SHUTTERS DW - DISHWASHER SIM - SIMILAR DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS DBL -DOUBLE S/R -SHELF &ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP, 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR FG FIXED GLASS SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA - TOC - TOP OF CONCRETE FD - FLOOR DRAIN TOM - TOP OF MASONRY AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF GA -GAUGE VERT - VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) GB - GRAB BAR VIF -VERIFY IN FIELD GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: GLS -GLASS V -VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET GYPBRD - GYPSUM BOARD WH - WATER HEATER INDICATED A. DIMENSIONS INDICATED ARE TO: A.DI HD -HEAD WL - WIND LOAD CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD INT - INTERIOR WD -WOOD A.4. WINDOW OPENINGS: LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB LGT -LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED MTL -METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER + OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND �A = STAIR CALL OUT HEIGHT OF SHEET NUMBER STEP DOWN 1 INT ELEV NUMBER PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - STEP DOWN ARROW SHOWS O = SEE FOOTING C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTED A9 ARROW SHOWS PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT OUT - SEEENTEL 1 E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCH ELEVEXTERIOR ATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 1 <----ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL CUT -SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND R C t" :ARROW COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE L SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW M 31 2Q MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER MAR 2 5 2023 VR/ L N NAFZsw Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 NOTICE TO BUILDER &ALL SUBCONTRACTORS TAMPA FL 33607 } IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL ' CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. � N NO LO N o 00 o0 w e O �- w Ln (1) L0 W L 1 U M o0 a, N % CO 0 4� C: W L 2 O p 0 w Q N M N a`. o E _ N � p a a LLI U- Uj O I- ui W F-~ x =E; xg�ez� 0 W xa� J<0::ou¢,LLo°° Jo I- cyW W Wozc�x00C3zz 0 O cn�aCL wcnwu �_ZLL�¢p LL OW �_�2YZQQ Q O Q U D a X LL �- ¢ LL O Z W OF- 5 M O Q � M LO �EL ��ti I- tY 0- M z <� 11 � � zv� w� J O (0 I I I EDI I O o 0 0 0 0 Nrq o - N O 0o o o �- o Z O NU-) W o 0 0 o N 'q LO I i I r%Cr _V Z Zz OQ W Q WLL,o 0 m o U UUFn ::)z5; Lr) O o 0 Q Z a�a r� 9L.0 I- 0Wa N = F-�W `J 2 N W Zoo LU(0 2 2~O O z n z LL Mz O U _j MM0 W � Q z C S uzi LLJ(jo o O LAST PLOT DATE z 0 .I COVER SHEET 3U-0" OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4'-0" 3'-0" 3'-10" 3'-6' 3'-5" 4'-3" 4'-0" 4'-0" A 12 = LL S3 4'-8" 0_ a 80 _ - ELEV (-) 1)"T C B HB 1 V-4 1 /2- t RL ? . I I Q QC a 6 Q 13 13 9 n u �\ Q 1 6 9'-8 1/2""� 9 I o U W I REF 1 MJ W _ I TzO -'in Ln 1 7- I 13'-10" 16'-2" C.J. C.J. 6 B I l 0? o0 C 5 s B a C 9 9'-5 1 /8" 6 I ELEC/PLUMB I GG CONTROL JOINT i— L�\ S3 — — — — — — — — — — — 1 — — — — — — — — — — — — — — \ — \ 7'-3 3/8" - 13 I I \\ FOOTING 1 \ 13 ,y ,z z I (4) STUD 51 COLUMN W/ (S) C Q I oU -j I HTT4 AT BASE D 9 2'-4 7/8" O It SINK z I g z I I 7 O M 0 K zt W 7'-3 3/8" 6 I v i io OW S3 0 GG ELEC F--- ----i 0 0 0 1 IT S3 D V-91/2" I] m �/� WH --------- -- --------- ------ -- ----- 13 " 10 I , 13111 3 I CC ELEV 1 8 _�' S3 O 0 4 1 9 D 13 I x u 1 I H 1 I _ao z_I ��- ---- N z l o O 2'-4 7/8" LAV M 0 = I O M z I -,, 1 I ID I I I I of 6 I CONTROL JOINT .o — — — — — — — fi------- — o D I M� C �13 1 II 1 SEE DETAIL D/S3 N Q 4'-1 7/8" - FOR FRAME WALL FOOTING 00 BJ TO CMU — -�; CONNECTIONS I 9 QQ 6 M Qa - 4� I�� 1 1 I13 4" B 3 i 9 01 A M L1313 Q 13 0 C J -- C c — S3 1'-4" 1'-4" 16-0" 1'-4" 8'-8" 20'-0" 30'-0" ' UVLKALL FOUNDATION PLAN (ELEVATION A 1 /4„ — 1'-0" =, FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS NOT USED 3� 1-1/2 DP X 13 WIDE RECESS 4� ICE MAKER LINE 5 SINK- KITCHEN 66 REF WASHER l8 W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. LIAR 2 5 2023 virtual F%UVII- -.--' Plans Review completed and approved for compliance by DebraAnne �eKlaho PX230th Edition N N 0 P� LO 0 O 00 LO r : cWC O W 0 z a V) N L N E L " L U N d Mmop U) cy) 00 N V Om u a A� L E C M MIMEZ)00`20 ti o 0 a t �d V) Lu CLN C V 00 ` E 00 �1 7W� V CL III LLI L LuLL1 H W W 20- �QQ zx �0`�LLU0E�- U Q <LOLLEE00z L.Q ¢¢ �a—L0>z�oFZL 0 a to Z ¢0Lu gam- 9W2 220 < LL Ox 0 0 OQz a O ¢ Il F LL O O Z N OW F- i 0 MC:) O Q LL In F- W M W00 Z V W W J O O Q0 ! I 0 0 0 � N N N r N N C)O O 6)o C) Ni C)i i i ' Z O NLo W O O O O O M� (�n _ r Z ~ zz vV aW C)O W COO U UVU5 z)zj O o�- Q Z airy F- LuWa r-I = m r- W N C� F-M (V � Zoo W 0- zO aLL z �z F- U Q pow m z a z W W Co 0 O o LAST PLOT DATE • December 14, 2022 ZO J MONOLITHIC FOUNDATION PLAN A 30'-0" OVER 1 U-6" 7'-3" 12'-3" 13'-0 1/2" 6'-0" 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN L@ I 3 1/2" HB co 60 00CD 00 LID SH 25 LO CD LO rl- .. Hr1 AT A' R" � M IN 11 3111 � ►�� IVI I ,IROOM �� 1 i► �� �r 2x6 KNEE IiWALLTOP I;@- �� i • �� 3111 CD • r� re DISPOSER <_ ►� 00 • ► Lo HEADER �r IT !II�• ., �.l ■ CO LU ►�� DINING BEARING .. !� UTILITY _ ►� ■ `� e- i . . di�1��i4�i�i�i94'h P 1 • - . • ■ 1 MIN FIRE DOOR WH RATED f1WEATHER STRJWIP/ 4"; 10 I PROTECTIVE ►� .�. - BEARING BOLLARD ® WALL i TWO CAR GARAGE / LIN I © OF - ©� 0 _LINE FOYERPOSITION IN • - • �� • - • • SEE DETAIL D/S3 FOR -FRAME WALLTO CMUL� CONNECTIONS ■ A • TEMPERED icloo ,• ©\ 7- �. •� of ENTRY 0 �� _, r■� i -�_ I ►mod - , FLOORLINE A: . 1 1 120'-0"I 1 1 I OVERALL 10 FIRST FLOOR PLAN ELEVATION A 1 /4„ = 1'-011 7 5/8" 7 5/8" 7 5/8" z W zX =m J H.B 00 W � —a TIE BM m4ff-lil GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and apofoved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N N LO 00 LO .vs / 0Lid 8 i y , CZ . t o �IV w LU C z Q cnn` 0 LO "o o U � 0 m / N .j� N M �/ �w � M } moo 58 �s U �"I" •N x� w V a �►C3a V1 W W 0Lrj v6 wpm W< LLJ _j X¢~zw X 0 W LL V O O 0 Q x J 0 0 0°��oZo�oomZZ J F- 0 w w— w—X w F ILL w O V% Z j�¢OWQ�?Wz2 QpLu �H� a_ Q Q L� �YZ oILL Q o 0 0¢ O O Z CV OW ju�)0 (00 l���MO J LO C� G U rl- W a M � 0- 2 "1 00 Z U ��- W W J O O J I I 6 I I O O O O O O N O p p O N O N O � O N � O N I ' C)o�0 Z O N LO W o 0 6 0 0 CO ZZ }F- Q W ?� O W Z zz O cy)V w00 W — �z5; O OF-0 Q z aW� F— W3:Q T"I = m � W N 2 N � = O z o_ W Q= O ZWO �—p z Ugz" az � OU O W z z w W I o Q LAST PLOT DATE • December 14, 2022 Z 0 J 1 ST FLOOR PLAN A 16 .J oW 't> O N f3 4" M N U q 0 4" SQUARE FOOTAGE: WALL LEGEND: GENERAL NOTES: AREA PROPOSED 2X4 INSULATED EXTERIOR STUD W/ 1/2" ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL GYP ON INTERIOR SIDE UNO FIN AWAY FROM WINDOW FRAME. FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 NON -BEARING 2X4 STUD W/ 1/2" GYP. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES TOTAL LIVING SQ FT 2217 UNO WITH THE MANUFACTURER'S SPECIFICATIONS. ENTRY 54 BEARING WALL 2X4 16" O.C. W/ 1/2" INSTALL RND DRYWALL BEADS AT HORIZ & VERT GARAGE 401 GYP. UNO CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS TOTAL SQ FT 2672 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR NOTED. ALLOWABLE WIND SPEED DESIGN PRESSURE RESISTANT COMPONENTS. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, STAIR DATA SMOOTH FINISH. Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND As per Florida Building Code 7th edition (2020), STAIR RISERS TREADS LANDINGS TOTAL RISE THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER Residential Table R301.2 (4) (Wind Speed Conversions) MARK CODE. and ASCE 7-10 Methods WALL El 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" THE GARAGE IS TO BE SEPARATED FROM ADJACENT TRIBUTARY LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AREA (ft)2 AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" INSULATION REQ. INTERIOR END THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) 10 39.4 -42.1 39.4 -51.8 . APPLIED TO THE GARAGE SIDE. LOCATION R-VALUE / TYPE 20 37.6 -40.5 37.6 -48.6 TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. EXT CONC WALL R-4.1 HIGH PERM TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK 50 35.2 -37.3 35.2 -43.7 TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. EXT FRAME 2X4 R-11/R-13 KRAFT FACED ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. EXTFRAME 2X6 R-19 KRAFT FACED 100 33.4 -35.6 33.4 -40.5 ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CONDITIONED CEILING R-30 BLOWN -IN CORNER SHELF = 56" A.F.F. LINE OF GARAGED 30.0 1 -33.9 30.0 1 -33.9 (INSTALL BAFFLES AT EAVE) MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F ROOF GARAGE SEPARATION R-11/R-13 KRAFT FACED BELOW 30'-0" (GARAGE / LIVING) *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR OVERALL T.B. AND T.P. 2'-10" 10'-6 1/2" U 16'-7 1/2" _ SH 25 HD AT T-3" SH 25 EGRESS HD AT 7'- ' N o� v 15'-4" OWNERS SUITE 164" X 14'-0" - 8'-0" CLG `� DN T-3 3/4" CV LOFT 13'-4" X 10'-8" 8'-0" CLG IT 13'-4 1/2" CV TA T-13/4" 3'-15/8" S-5" E1:E>-j T • • L r BAT CLG2 BEDROOM #3 11'4" X 9'-8" 8'-0" CLG - SH 25 D AT 7' EGRESS SHLV �� M , 3'-2" TP AHU 1'-11 1/2" I L� —J 1 22"X36" I ATTIC ACCESS 5'-3 1/2" DWNERS BA 8'-0" CLG R&S OO WIC I 8'-0" CLG I CV 5'-0 1/2" 1 BEDROOM #4 10'-1 " X 10'-7" 8'-0" CLG N � M O 11'-7 7/8" M 2'-3 1/2" 1'-4 1/2" 10'-4" T-2 1/2" L 2'-9 1/2" 10'-0" BEDROOM #2 1 m 11'-5" X 10'-8" 1 �1 0 84CLG / C? 1 1 01 N —;t — (2) 2X6 HEADER `* R & S SEE M/S6 - TYP. 2ND FLOOR WINDOWS SH 25 SH 25 HD AT 7'-3" HD AT T-3" EGRESS T-2" 7'-2" 5'-8" I_ 14'-4" 30'-0" OVERALL SECOND FLOOR PLAN (ELEVATION A 1 /T11 = 1'-0" 4" ih LO N ~ W �qC7 0W 2 4" N O N COCQ r 19 M J W > O STAIR SECTION 1/2 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 �j 10" dI" NOSING i0 (3) 2x12 STRINGER---' STAIR DETAIL NTS RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — 4 A3 r I I I I I I 1 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN - w L z MAR 2 5 2023 N N O N N_ 1.0 00 LO q Z W 2 2 O 0 W Of 0 Z Q to N LO W L ' OP U �' B OM00 N m ai jj'� ` U 8 _ 0 O�1 0 �a • s U6 N V W 0- p E= 2 C V a CO wow ¢zW �a W M�w LIJ o z�QLX0WL)U� W0o¢tRCyU)Qf0zm? cnU' 0Z LwOzU)Zp2Q LL �e ¢ zi - XOQ Q® LL L 11 z W O� 5 r-, 0E- MO <C W., � i ILL F- W CL M r Q Q 00 U I— z z J O N N N N N O N CD N N 0 N 0 N ti N O N C O �— a I i O O r r C) C) 1 0 NUD W g 0 0 q 0 l > c^') It U-3 MI co Z z F- W qZ w O _ W 9 co U WOO U �zj -0 O o�Q z a!za T� X3:Q MM - w N �2 N � zo� SEE FOUNDATION PLAN w W q~= FOR FILLED CELL w ■ ■ SPACING. U (.0 Q Z W O CDQ U aZ Z U)z yViurtu�a(view Assist, Inc. U Plans Review completed and approved O O a for compliance with the 2020 FBC 7th Edition M NOTE: by Debra Anne Klahr PX2300 W 1. GROUT TOP (2) COURSES SOLID A3 z 2. MAX. WALL HEIGHT 20'-0" AT 140C z z W WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. Uj o C) LAST LAST PLOT DATE " • December 14, 2022 41 WALL SPLICE DETAIL Z O N.T.S. I 2ND FLOOR PLAN A GENERAL NOTES: ROOF PLAN (ELEVATION A 1 /411 = 1 1-011 * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 12ND FLOOR ROOF VENT CALL: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN, OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT MAR 2 5 2023 Virtual Review Assist, IW Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 . ca ° N (3)LQ^ 04 o V! L > O Qua, u ti V) 0 - u a C C L t O 2 O 'F- O L o G oQ �i •N Udo a U W QN C „ oar 74� a V N N O N N_ L0 0 0 z W 0 W 0 z a 0 LLI f!j W O ~ ~W WF-x xgY�zLU x ZO0 LL0O_j0QcoXx-W0 oOtRoomnz Z0 Zd U)W WUX Q°oWW Loo W aV5 �Qa LL oQ o 0 o¢Z QU_ a � >f O O Z W O� S2 0 M O Q CO) LO z 0— U) 2 U) LL ti z < W < U? I—�CLM O Z U H Z W J O O O mi 1q, O O N Lo LO'tt 10_ CO 0 O 0)O L r Q 0 0 0 0 0 N N N N N N (� O O o N z O U) Of W to N (V 1R i LAST PLOT DATE Z zZ ¢w z w Woo V VUU5 �zj O 0�o Z 2 w=¢ (D °° ZOO >_ OW O az� �z ROOF PLAN A a z z W CD 0 It C b v M v N (O M V-0 5/16"-- 22'-6 3/4" ■I■ 30'-0" FT2GE 7'-5 1/4" i■i�b�i:r�:�i�r—:-�-lac::-F�i��� :�i�d�F�i�i ��.N17�,. .�. �:� _.� I L ROBINSON a„Ill err s-■—�--- r ' BIBIIIIIIIIIIIIIi MONSOON ■■I II �■. ILA �F• ■ ■I :�k� � �■a .� 1-ice .���I� ■■I �'I_a_�Ls �r�—INS t II ���� 011 1 - Lam"—��I��1�� ■■i I��I � ��=fir: �AMWA MEMO ■■I :ar���lir I1pl�:i�ii�►� � ME = 4d 1111 111111��E L11I NEER 1111111■.� I BEEN "ii I' = % ►IM7� ... _ I OVO WO I0BE - •♦�.•. :�:®:Big� ��.... __ - - Alig rj � im z Jon, \�I�lirll �_ I�I�I�I�I■III a��:,���1�11�1�1�1 62 1 1 1 1 w LL LL i 1 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A' 1/4 — 11-011 i� ao O (m 0 i 0 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED O KEYNOTE LEGEND KEYNOTE ANNOTATION O BEARING WALLS O A/C CHASE O3 22"X36" ATTIC ACCESS O STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1/4 " = 1'-0" REFER TO ENG. PACK FOR CONNECTION CJ3 0 O O M CJ1 U U V-0 5/16" 12'-0" I 1'-0 5/1 TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES Wi MTS1US. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT' BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES nE__ L-- L. I FIELD VERIFY 2 PLUMB — CUT — _ 2X4 FIELD VERIFY TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED AR 2 5 2023 ON 8'-8" A.F.F. LABELED END MARK Silt. Inc. HANGER CHART d and approve J20 FBC 7th Edition = HTU 26 (SIMPSON) for com by � Debra Anne Klahr PX2300 d a = LUS24 (SIMPSON) J L = THA 426 (SIMPSON) Total Truss Quantity = 134 I'CCI-CI'C I V CIVU. PACK FOR CONNECTION ill TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK 1 CONSULT BCSI -B1 30' Span or less 30' to Sprea 60 degrees or less 1/2 �I ! 2/3t01/2 �I line r span approx. Ta line r span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY 11 il LEAD DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RAD1 LC9 JTH 12/12/17 RADII CHANGED HANGERS TO SIMPSON RDP 03/09/18 RBO1 REV. FG1 WEBS JRH 315/19 RC01 MOVED FG2 BACK & EXTENDED FTTS ARZ 08/24/20 RDO1 REV. ENTRY JRH 10/30/2020 RE01 NEW CODE LCA MAW 1-14-21 _- CARPENTER -� CONTRACTORS OF AMERICA -- -- 3900 AVENUE G, N, W, MINTER HAVEN FLORIDA 33880 PHONE: (800) 1359-8806 FAX1 (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC: OTC LOT BLOCK DESIGNER PAGE RFS 1 DATE 8/19/16 LAN# SCALE N329220R 1/4 11=11 N N O v a CD 00 1 1 �6 i � � / Hwy T• LL 0, 3; I ,,��' ¢ w ��•° �'Pt, 0 LU of 0 z V^)` N Lo - C W 1 'D N U C) M _ 0 no V) M M __ N Gm U a — g M M 9 2 0.�•�0 N40. o ILL Q sU6° • LL.I Q N ^^V\) V L MO E M •2) 7W L a a w (D W w UJP w w2�0 Jj JjO=��¢�¢�¢�VOP O Q OWJ =�OZ0W00mZ?¢U 0 J — 0 Z LL to w W QHw��<UZLUW�gO 0Y J Q LL OOQ o O o¢¢�¢ ILL H LL O O 04 ZW O11-- > (D O Ei�M(` < J LL qql � u) < W <Lq co Z V WZ� w � J O d0' 111 i O N N N N N O N O N O N O N O N CD N N O N O CD CDC O O O CD CD I Z O NLo W000o0 ,, I I i UD N In i i ' Cr V � Z - W Z ¢w 4-a O w Z Q U wo_o UUU) Z)z> Lo -0 O ow° Q Z a�a *� = mftw N °o0 z= LQL1 '< � _ ■ ■ CD O zwo U azU-O z �z OU O o- z ¢ Z W W c� 0 LAST PLOT DATE • December 14, 2022 ZO 2ND FLOOR ROOF FRAMING PLAN A