Loading...
338 7th St RES21-0129 Revision 7-8-2021DESCRIPTION ACCOUNT QTY PAID PermitTRAK $50.00 RES21-0129 Address: 338 7TH ST APN: 169894 0010 $50.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 TOTAL FEES PAID BY RECEIPT: R16257 $50.00 Printed: Wednesday, July 7, 2021 4:35 PM Date Paid: Wednesday, July 07, 2021 Paid By: PETER COALSON DESIGN FOR FLORIDA LLC Pay Method: CREDIT CARD 478318656 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16257 PETER COALSON DESIGN FOR FLORIDA LLC BOSSBALY RENOVATION SH1 6/1/2021 Relocate kitchen to North end of room Extend entry to edge of existing Garage stepdown Extend laundry room 10 " to the North Add 12" x 48" step from garage at new entry door Remove & replace drywall as required Provide new Electrical Plan devices & lighting Relocate Plumbing waste to new Island location Omit installation of SGD in kitchen & replacement of French doors in Bedroom Construct new wing wall on south end of kitchen Construct New Closet to align with new south wall of kitchen Construct new wall section and install (2) headers (ENGINEERING ATTACHED) Remove exterior siding on exterior to provide adequate nailing of existing OSB Install Tyvek barrier over plywood save siding for window completion Install new exhaust vent cover for range hood (patch old vent) Provide structural engineering for submission to city of, Atlantic Beach Fl. Prepare plans for submission of "Revision" to the city of Atlantic Beach, Fl. NEW HEADER DESCRIPTION OF CHANGES REVISION REVISED KITCHEN PLAN SCALE 1/4" =1'-0" PREVIOUS LINE 0F CONCRETE FILL DOCUMENTS CABINETS "THE CABINET SHOPPE" DATED 5/25/21 WINDOW 400 series ANDERSEN CASEMENTs APPLIANCES FERGUSON ENTERPRISES B458363 WORK WILL BE PREPED IN ACCORDANCE WITH THE OWNER SUPPLIED ITEMS LISTED ABOVE NOTE: LIGHTING PENDENTS WALL SCONCES PANTRY STEP 10"12" 48" DINING KITCHEN ALL MEASURE MENTS +- 1/2" WH KITCHEN FARM SINK REVISION SH 1 NEW FLOOR PLAN REVISION SH 2 PERMITED FLOOR PLAN REVISION SH 3 BEARING HEADER DETAILS REVISION SH 4 ELECTRICAL PLAN INDEX OF DRAWINGS CL CL ASSUMED PATH OF EXISTING WASTE EXISTING STACK HOT WATER COLD WATER ELECTRICAL REMOVE WALL / EXISTING HEADER INSTALL 2 NEW HEADERS WASTE LINE NORTH 1 A4 1 A4 1 A4 NEW CLOSET ADD WING WALL FRENCH DOORS RELOCATED DOOR 5" 5"12" STEP SECTION OMIT PETER COALSON DESIGN FOR FLORIDA LLC BOSSBALY RENOVATION SH2 6/1/2021REVISION FLOOR PLAN WITHSCALE 1/8" = 1'-0" FASTNERS EXPOSED EXTERIOR - STAINLESS GARAGE KITCHEN FAMILY ROOM BEDROOM 1 BEDROOM 2 MASTER BEDROOM BATH NEW SHELVES (3) EACH SIDE OF FIREPLACE VAULTED CEILING EN T R Y D W HW REMOVE EXISTING MANTEL & TILE SURROUND REPLACE MANTEL ONLY REMOVE MED. CAB AND BATH FIXTURES REMOVE WINDOW AND INSTALL 2 NEW EGRESS WINDOWS REMOVE DOOR CLOSE OPENING OPTIONAL CEILING BEAM APPLY STUCCO TO EXTERIOR STUCCO EXTERIOR C L O S E T OHD DOOR TRACKS NEW2X4 WALL NEW ATITC ACCESS NEW DOOR / SIX PANEL STEEL NEW A/C GRILLS TYPICAL 1 REMOVE TEXTURING FROM ALL CEILINGS 2 SKIM CEILINGS 3 REMOVE & REPLACE ALL BASE & CASING 4 EXISTING DOORS REMAIN GENERAL NOTES: REMOVE SOFFIT INSTALL BOX FOR BRACKET LIGHT ON WALL 6-0 6-8 SLIDER FROM MASTER BEDROOM NEW CABINETS / ISLAND AND APPLIANCES BY OTHERS PA N T R Y NEW SHELVES NEW 2X4 WALL USE EXISTING CONNECTIONSRELOCATED WATER HEATER 51/2" NEW WIRE SHELVING RELOCATED 5" 2-8 2-8 DINING ROOM RELOCATE EXISTING A/C SUPPLY TO LAUNDRY ROOM PROVIDE & REPLCE TOILET RELOCATE GAS CONNECTION EXTEND NEW EXHAUST VENT AND PROVIDE NEW WALL FLANGE FRAME FOR EXHAUST VENT FRAMING SPECIFICATIONS CONCRETE SPECIFICATIONS 3000 PSI CONCRETE MIN.WITH REINFORCED FIBERMESH STUDE #2 SPF PLATES #2 SPF FASTNERS INTERIOR - GALVANIZED TROWEL FINISH, SMOOTH (3) (2 ) 3 0 5 0 W I T H M U L L ALUMNIUM MULL REMOVE SOFFIT. INSTALL BOX FOR BRACKET LIGHTS ON WALL (2) NEW ELECTRICAL OUTLETS O O O O O LOCATE AS REQUIRED FOR APPLIANCE NON STRUCTURAL CONCRETE FILL LINE OF EXISTING SLAB O O O NO STRUCTRUAL CHANGES HEATED SQUAR FOOTAGE 1,819SQ.FT. GARAGE SQUAR FOOTAGE 456 SQ.FT. 51/2" TREAT FOR TERMITS WHERE SOIL EXPOSED NEW FRENCH DOORS 30 30 36 " SELF CLOSSING 2-8 3'-10"6'-2" 1' - 4 " \ See revised floor plan SHEET 1 NORTH OMIT OMIT RELOCATE RELOCATE ENTRY DOOR TO NORTH WALL@ ENTRY SEE SHEET 2 PETER COALSON DESIGN FOR FLORIDA LLC BOSSBALY RENOVATION SH3 6/1/2021REVISION SDWC 15600 ON EACH kING STUD TO TOP PLATES SDWC 15450 ONE EACH KING STUD TO BOTTOM PLATE SDWC 15450 ONE EACH KING STUD TO BOTTOM PLATE 1/2 X 6" TITEN SCREW 3" MAX FROM FASTEN OPENING BUCKS W 3 10D ON ENDS TYPICAL 2- 2X10 Y.P. NEW WINDOW CASEMENT WINDOW ADD 1/2" X 6" "TITENS" AS INDICATED EXISTING TOP PLATES REPLACE SHEETING AS REQUIRED BLOCK ALL EDGES NAIL OFF SHEETING TO NEW FRAMING 6" EDGE 12" FIELD EXISTING BOTTOM PLATE CRIPPLES TO HEADER MSTA 16 TYPICAL ATTACH (4) CRIPPLES TO BOTTOM PLATE WITH SDWC 15450 NEW KING STUDS (TYPICAL) NEW CRIPPLE (TYPICAL) ROUGH OPENING ROUGH OPENING NEW 2-2X10 HEADER NEW 2-2X10 HEADER PLAN SECTION ELEVATION EXISTING STRUCTURE NAIL SHEATING TO NEW FRAMING 6" EDGE 12" FIELD 1 A4 SCALE 1/2" SCALE 1/2" SCALE 1/4" NOTE: SEE ENGINEERING SHEET ATTCHED AD-1 EXISTING WALL ATTACH TOP PLATE TO HEADER WITH SDWC 15600 16" O.C.ATTACH TOP PLATE TO HEADER WITH SDWC 16" O.C. EXISTING (2) TOPPLATES 6 10d header 8 10dcripple PETER COALSON DESIGN FOR FLORIDA LLC BOSSBALY RENOVATION SH4 6/1/2021ELECTRICAL NORTH PENDENT WH SW S SS S S S S S S S R R R R R R R R R S T R I P L I G H T S S S EXTERIOR S CENTER OVER TABLE PENDENT CEILING FIXTURE EXISTING SURFACE MOUNT GARAGE DINING GARAGE DOOR OPERATOR EXISTING GARAGE LIGHT KITCHEN R R R REMOVE & REPLACE WITH RECESSED CAN S GARAGE DOOR WI-FI NEW CAN LOCATE IN SINK BODY POP UP RECEPT. POP UP RECEPT. DISPOSAL HORIZONTAL R R 3 3 R GFI GFI GFI GFI GFI GFI GFI GFI 3 3 3 3 GFI R E S A 2 1 - 0 0 0 8 T A B L E O F C O N T E N T S S H E E T S H E E T D E S C R I P T I O N 1 G E N E R A L & I N S T A L L A T I O N N O T E S 2 3 V E R T I C A L S E C T I O N S H O R I Z O N T A L S E C T I O N S & G L A Z I N G D E T A I L 5 GENERAL NOT E S : 1. THE PRODU C T S H O W N H E R E I N I S D E S I G N E D A N D MANUFACT U R E D T O C O M P L Y W I T H T H E C U R R E N T FLORIDA B U I L D I N G C O D E ( F B C ) , C U R R E N T INTERNATI O N A L B U I L D I N G C O D E , A N D T H E C U R R E N T INTERNATI O N A L R E S I D E N T I A L C O D E , E X C L U D I N G H V H Z AND HAS B E E N E V A L U A T E D A C C O R D I N G T O T H E FOLLOWIN G : ·AAMA / W D M A / C S A 1 0 1 / I . S . 2 / A 4 4 0 - 0 8 / 1 1 ·ASTM E 1 8 8 6 - 1 2 ·ASTM E 1 9 9 6 - 1 2 2. ADEQUACY O F T H E E X I S T I N G S T R U C T U R A L CONCRETE/ M A S O N R Y , 2 X A N D M E T A L S T U D F R A M I N G AS A MAIN W I N D F O R C E R E S I S T I N G S Y S T E M C A P A B L E O F WITHSTAN D I N G A N D T R A N S F E R R I N G A P P L I E D P R O D U C T LOADS TO T H E F O U N D A T I O N I S T H E R E S P O N S I B I L I T Y O F THE ENGIN E E R O R A R C H I T E C T O F R E C O R D F O R T H E PROJECT O F I N S T A L L A T I O N . 3. 1X AND 2X B U C K S ( W H E N U S E D ) S H A L L B E D E S I G N E D AND ANCH O R E D T O P R O P E R L Y T R A N S F E R A L L L O A D S T O THE STRUC T U R E . B U C K D E S I G N A N D I N S T A L L A T I O N I S THE RESPO N S I B I L I T Y O F T H E E N G I N E E R O R A R C H I T E C T OF RECORD F O R T H E P R O J E C T O F I N S T A L L A T I O N . 4. THE INSTAL L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E GENERIC A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S FOR A SPEC I F I C S I T E . I F S I T E C O N D I T I O N S C A U S E INSTALLATI O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S DETAILED H E R E I N , A L I C E N S E D E N G I N E E R O R A R C H I T E C T SHALL PREP A R E S I T E S P E C I F I C D O C U M E N T S F O R U S E WITH THIS D O C U M E N T . 5. APPROVED I M P A C T P R O T E C T I V E S Y S T E M I S N O T REQUIRED T O P R O T E C T T H I S P R O D U C T I N A R E A S REQUIRING I M P A C T R E S I S T A N C E . 6. WINDOW F R A M E M A T E R I A L : P O N D E R O S A P I N E O R EQUAL.7. GLASS MEE T S T H E R E Q U I R E M E N T S O F A S T M E 1 3 0 0 GLASS CHA R T S . S E E S H E E T 5 F O R G L A Z I N G D E T A I L S . 8. DESIGNATI O N S " X " A N D " O " S T A N D F O R T H E FOLLOWIN G : X: OPERAB L E P A N E L O: FIXED P A N E L 9. CUSTOM SI Z E S A V A I L A B L E U P O N R E Q U E S T . INSTALLATION NOTES:1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,UNLESS OTHERWISE STATED.2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OFANCHORS TO BE USED FOR PRODUCT INSTALLATION.3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCHOF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUTCONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONEINSTALLATION ANCHOR TO THE NEXT.4.INSTALLATION CLIP: FOR INSTALLATION INTO 2X WOOD FRAME USE TWO (2) #8WOOD SCREWS OR ONE (1) #10 WOOD SCREW PER INSTALLATION CLIP OFSUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOODSUBSTRATE.5. INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3/16INCH ITW TAPCON PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT.6.INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8SELF-TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE.7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDINGBUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFCORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATIONANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGEOF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORMANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BEUSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHSPECIFIED BY THE ANCHOR MANUFACTURER.11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:A.WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.B.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.D.STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33MILS. (20 GUAGE)E. ALUMINUM - 1/8" MINIMUM THICKNESS (6063-T5). 6 A N D E R S E N C O R P O R A T I O N , I N C 4 0 0 S E R I E S C A S E M E N T W I T H S T O R M W A T C H P R O T E C T I O N ( N O N - H V H Z ) ( I M P A C T ) C O M P O N E N T S & B I L L O F M A T E R I A L S E L E V A T I O N S S H E E T : D W G . # : 1 A W D 1 1 4 BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com O F S C A L E : N T S H R D W G . B Y : D A T E : 0 8 . 0 7 . 1 7 C H K . B Y : H F N R E M A R K S TITLE: B Y D A T E 400 SERIES CASEMENT WINDOW (NON-HVHZ)(IMPACT) 9/22/2020 11:06 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl12496\dwgs\awd114 - perma shield dp up ir_8.25.20.dwg 6 F L 1 2 4 9 6 F L # : PREPARED BY: 1 0 0 F O U R T H A V E N O R T H B A Y P O R T , M N 5 5 0 0 3 - 1 0 9 6 P H : ( 6 5 1 ) 2 6 4 - 5 1 5 0 F X : ( 6 5 1 ) 2 6 4 - 5 4 8 5 5 T H F B C C O D E C H A N G E S M 4 . 8 . 1 5 6 T H F B C C O D E C H A N G E S R 8 . 8 . 1 7 7 T H F B C C O D E C H A N G E H R 3 . 1 6 . 2 0 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I C A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I C S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N , A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T S F O R U S E W I T H T H I S D O C U M E N T 4 A N C H O R L A Y O U T S & A N C H O R S C H E D U L E D E S I G N P R E S S U R E R A T I N G T A B L E U N I T D E S C R I P T I O N D I M E N S I O N S C O N F I G . G L A Z I N G D E S I G N P R E S S U R E M I S S I L E I M P A C T R A T I N G 1 C X 1 6 3 1 - 1 / 2 " X 7 1 - 7 / 8 " X o r O G 1 O R G 2 + / - 7 0 P S F L A R G E & S M A L L M I S S I L E I M P A C T C 2 C X W 1 4 5 3 5 - 1 5 / 1 6 " X 5 2 - 1 3 / 1 6 " X o r O G 1 O R G 3 3 C W 2 5 5 6 - 1 / 2 " X 5 9 - 7 / 8 " X X o r O O G 1 O R G 3 4 C W 2 6 5 6 - 1 / 2 " X 7 1 - 7 / 8 " X X o r O O G 1 5 C 3 5 7 1 - 7 / 8 " X 5 9 - 7 / 8 " X O X G 1 O R G 3 GENERAL & INSTALLATION NOTES D i g i t a l l y s i g n e d b y H e r m e s F N o r e r o R e a s o n : I a m a p p r o v i n g t h i s d o c u m e n t D a t e : 2 0 2 0 . 1 0 . 0 7 2 1 : 0 0 : 0 8 + 0 2 ' 0 0 ' OPP5F5F4A D4 SASH MAX.WIDTH 30 11/32"UNITMAX.HEIGHT71 7/8" UNIT MAX.WIDTH 31 1/2"B4 E4G5OPPG5 D.L.O MAX.WIDTH 27 1/8"SASH MAX.HEIGHT70 5/16"D.L.O. MAX.HEIGHT66.923" 4 A B 4 D 4 E 4 O P P 5 F G 5 5 F O P P G 5 4 A B 4 D 4 E 4 O P P 5 F G 5 5 F O P P G 5 S A S H M A X . W I D T H 2 7 7 / 3 2 " U N I T M A X . H E I G H T 7 1 7 / 8 " U N I T M A X . W I D T H 5 6 1 / 2 " D . L . O . M A X . W I D T H 2 4 " D . L . O . M A X . H E I G H T 4 7 . 8 6 0 " U N I T M A X . H E I G H T 5 9 7 / 8 " U N I T M A X . W I D T H 7 1 7 / 8 " D . L . O . M A X . H E I G H T 5 4 . 9 2 3 " S A S H M A X . W I D T H 2 7 7 / 3 2 " D . L . O . M A X . W I D T H 2 4 " S A S H M A X . W I D T H 2 2 3 1 / 3 2 " D . L . O . M A X . W I D T H 1 9 3 / 4 " ELEVATIONCX16 E L E V A T I O N C W 2 6 E L E V A T I O N C 3 5 5 H OPP5F5F4A D4UNITMAX.HEIGHT52 13/16" UNIT MAX.WIDTH 35 15/16B4E4G5OPPG5D.L.O MAX.WIDTH 31 9/16"D.L.O. MAX.HEIGHT47.860"ELEVATIONCXW145 "X" or "O" 5 H S A S H M A X . H E I G H T 7 0 5 / 1 6 " S A S H M A X . H E I G H T 5 8 5 / 1 6 " SASH MAX.HEIGHT51 1/4"SASH MAX.WIDTH 34 25/32""X"or"O" " X " o r " O " " X " o r " O " " X " o r " O " " X " o r " O " " X " o r " O " O . A . W I N D O W W I D T H ELEVATIONS S H E E T : D W G . # : 2 A W D 1 1 4 BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com O F S C A L E : N T S H R D W G . B Y : D A T E : 0 8 . 0 7 . 1 7 C H K . B Y : H F N R E M A R K S TITLE: B Y D A T E 400 SERIES CASEMENT WINDOW (NON-HVHZ)(IMPACT) 9/22/2020 11:06 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl12496\dwgs\awd114 - perma shield dp up ir_8.25.20.dwg 6 F L 1 2 4 9 6 F L # : PREPARED BY: 1 0 0 F O U R T H A V E N O R T H B A Y P O R T , M N 5 5 0 0 3 - 1 0 9 6 P H : ( 6 5 1 ) 2 6 4 - 5 1 5 0 F X : ( 6 5 1 ) 2 6 4 - 5 4 8 5 5 T H F B C C O D E C H A N G E S M 4 . 8 . 1 5 6 T H F B C C O D E C H A N G E S R 8 . 8 . 1 7 7 T H F B C C O D E C H A N G E H R 3 . 1 6 . 2 0 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I C A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I C S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N , A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T S F O R U S E W I T H T H I S D O C U M E N T SEE ANCHORSCHEDULE BELOW SEE ANCHORSCHEDULE BELO W SEE ANCHORSCHEDULE BELOWSEE ANCHORSCHEDULE BELOWANCHOR LAYOUTANCHOR LAYOUT SEE ANC H O R SCHEDULE B E L O W S E E A N C H O R SCH E D U L E B E L O W MIDSPAN ATHEAD & SILL S E E A N C H O R S C H E D U L E B E L O W S E E A N C H O R S C H E D U L E B E L O W A N C H O R L A Y O U T S E E A N C H O R S C H E D U L E B E L O W S E E A N C H O R S C H E D U L E B E L O W S E E A N C H O R S C H E D U L E B E L O W S E E A N C H O R S C H E D U L E B E L O W S H E E T : D W G . # : 3 A W D 1 1 4 BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 FAX: (954)744.4738 WEB: www.buildingdrops.com O F S C A L E : N T S H R D W G . B Y : D A T E : 0 8 . 0 7 . 1 7 C H K . B Y : H F N R E M A R K S TITLE: B Y D A T E 400 SERIES CASEMENT WINDOW (NON-HVHZ)(IMPACT) 9/22/2020 11:06 AMs:\projects\andersen windows\cc-20-0224 - code change - fbc 2020 (version 7) code change\revisions\fl12496\dwgs\awd114 - perma shield dp up ir_8.25.20.dwg 6 F L 1 2 4 9 6 F L # : PREPARED BY: 1 0 0 F O U R T H A V E N O R T H B A Y P O R T , M N 5 5 0 0 3 - 1 0 9 6 P H : ( 6 5 1 ) 2 6 4 - 5 1 5 0 F X : ( 6 5 1 ) 2 6 4 - 5 4 8 5 5 T H F B C C O D E C H A N G E S M 4 . 8 . 1 5 6 T H F B C C O D E C H A N G E S R 8 . 8 . 1 7 7 T H F B C C O D E C H A N G E H R 3 . 1 6 . 2 0 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I C A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I C S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N , A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T S F O R U S E W I T H T H I S D O C U M E N T ANCHOR LAYOUTS AND ANCHORSCHEDULE