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e STRUCTURAL LUMBER : INTERIOR LOAD BEARING WALLS SPF #2 ALLEXTERIOREXTEMRIIOR FRAMING SPF 2 R Ep N 2 STUp ALL NRLEYADpERW BEAMS COLUMNS ETC. BE I SYPS #2 �R BETTERQUALITY OR BETTER AHEATHING % l� DE��R1 E6�EI I TERI „ASPh6R HA E APA RATED STRUCTURAL ND SHEAR OAB BOAALL RDSL OBE UNSEDI PCEOFGPLQI�ATI ON] W 1 SUB OD S 0 HAVE OOMIILARNG AOR CON�ACT W� H I CONCRE ITSTTOBRECEIVDE A STANDARD RGRADEPPRIESSURE ROOD I IN MWHHEENUFPAR� INEESETEODSTRggUMMS�TTSESSHOOR& C��/A�IIL�LGEDD FOR TOEN NH I NS THREECORp NG DESIGN, RABRICATE AND EREC WOOD TRUSSES It�J AC, W1 H THE 'DESIGN ��FSFI�ly'FIATLO�106S,RBLC(��IT METAL PLATE CONNECTED WOOD TRUSSES BY THE UNTRE,gTED �n/0 HALL NpT gE IN DIRECT CpNTACT WITH N�RETE. SAT PLATES SHALL BE PROVIDES AT BEARING LOCATIONS WITHOUT W00PTOP PLATES. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- �8 STUCCO FINISH PER ASTM C. 926 �APPLY 3 LAYERS W/ TOTAL FjJCKNESS 7J ' OVER METAL LATH. FIRST 2 LAYERS 378' THICK EACH. 3RD LAYER 1%8 THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES ANGLES CHANNELS • ASTM A36K36M 05 Fy = 36 Ksi ROUND 'METAL PIPE : ASTM A53, GRADE Fy = 35 Ksi SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS ASTM A325 MACHINE BOLTS : GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLLOWS: 8d= 00.131" 10d=0.1148"12d = 0 148"16d = 0 162". AFAASSTTN ORCPIWNBYSMNFA ANACTEDXE IOR PCATIANA8TORIOSCNCREING U PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED ALL FASTENERL TIES DNRSA I�I�I�MUHANGERS JOIST HANGERS AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCOIRDANCE WITH THL PLANS AND SPECIFICATIONS. E E BOLT U T gE �/ T IN�TIALESET 0T T�DE CONCRETES USED RE TO ET PRIOR WITH THE DESIGN PLANS U.N.b. PPACEDTAROUNDDEMBE l�EDOREINFORCIN�OPRIOROTO ORDWHILE PLACINROUTBE GAG.S NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 i' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE-)�". 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. EXTERIOR COVERING R703.7 EXTERIOR PLASTER INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE PROVISIONS OF THE CODE. R703.7.1 LATH LATH AND LATH ATTACHMENTS SHALL BE OF CORRISION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm) HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR AS OTHERWISE APPROVED R703.7.2 PLASTER PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1) R703.7.2.1 WEEP SCREEDS A MINIMUM 0.019-INCH (0.5 mm) (NO. 26 GALVANIZED SHEET GAGE), CORRISION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2 INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. R703.7.3 WATER-RESISTANT BARRIERS WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTLY BETWEEN THE LAYERS, EXCEPTION: WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.7.4 APPLICATION EACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX. R703.7.5 CURING THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE FIRST COAT. FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT. THE FINISH COAT FOR THREE COAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT. EXCEPTION: APPLICATION INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX. TgWMWWHEN�E��ING%oASONR�Y L4„ O.C. MAX TA AT P ATES 30 YEAR WARRANTED Flq�RGLASS SH NjqLES ON 30# FELT PAPER SHEATHING TO BE 15132 OSB OR 12 PLY CDX W/8d RING SHANK NAILS USE STEELBPLYCLIPSI.. R DGEO VENT AttttttS REQUIRED PERLDFBC R806 -� INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS SPECS 2X6 PT WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS ALUMIMUM SOFFIT AND FASCIA TRIM ATTACHED PER MANUF. SPECS. VARIES SEE PLAN PRE -CAST CONC SILL 8"X8" �1 §" CMU TYP. -� TYPE S MORTAR WITH (1) ##5 REBAR FROM FOOT ER TO LINTEL BLOCK DECORATIVE CE EN rl10US - FINISH STUCCO 1 2 2 COAT PER SPECS FB -R 703 4"X4" INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTE: EXTEND DECO FINISH 4" TO 6" - BELOW GRADE 101 H 24"X24"X24" PIER FOOTER WITH 8" CONCRETE BLOCK COLUMN N WITH (1� #5 VERTICAL REBAR REINF. 0 TER WITH i4) #5 REBAR 2' REINF BOTH WAYS TO AND BOTTOM #3 VERTICALS AT CORNERS AND o N 6 O.C. (TYPICAL) CONCRETE FOOTER DETAIL R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION R0�?S�DILAASTYPE GT _AS RYWL CW T 7O.0 MAX USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS LOCATION, EXCEPT, AS NOTE ON TRUSS LAYOUT. FILL ALL NAIL HOLES WITH 10d X 1 1/2' NAILS SOURSE 8"X8" W/(1) #5 BAR. TYP. AT ALLJSOLIDL ED 8LID WALLS PRECAST CONCRETE LINTEL FRAME WINDOWS ATTACHED TO P.T. BUCKS MA _ N0 SSPECSCHED PER MARBLE SILL J 1X2 P.T. WD FURRING @ 24" O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS 0 12 O.C. MAX R7.8 CELOTEX "TUFF-R" INSULATION BD OR EQUILIVANT 1/2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS 1OXR4 #8 DRYWALL SCREW AT 8 O.C. MAX ATTA'UDBTOEB�,ACK WITH 3d CUT NAILS ® 12 O.C. MAX 5 1/4" BASEBOARD #5 DOWEL CONT. VERT. FROM FOOTING WITH MIN 25" LAP SPLICE (10" STAN HOOK) F.F. GRADE a� N Z /\/\� j\ �\ �� \ • •'7 ' �� NZ �"" \ -.�'.::. 4" CONCRETE (3000PSI) WITH #10 6-6/10-10 WWM OR FIBERMESH \� .:.• \�� / ON 6 MIL POLY VAPOR BARRIER OVER CLEAN MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED OVER CLEAN COMPACTED SOIL (95% MODIFIED PROCTOR PER ASTM D1557 12"W X 20"D CONT. MONOLITHIC 12" SECTION TERMITE TREAT SOIL PER F C R318 PROTECTION AGAINST FOOT�R WITH (2) #5 REBAR TYP. CONT. TERMITES ON 3 CHAIRS SPACED 4 O.C. MAX TYPICAL INTERIOR NON -BEARING WA/ L TYPICAL WALL SECTION WI TH WIND 0 W hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th David W. Smith, P.E. PRODUCT CATEGORY MANUFACTURER SERIES OR MODEL # APPROVAL # FLA OR MIAMI APPROVAL VERSION EXTERIOR DOORS SWINGING JELD-WEN PREMIUM ATLANTIC VINYL 11109.2 FL 11109-R7 THERMA-TRU SMOOTH -STAR AND BENCHMARK 15225.2 FL 15225-R4 JELD-WEN PREMIUM ATLANTIC VINYL 11112.2 FL 11112-R5 JELD-WEN DESIGN PRO/SMOOTH PRO 16674.1 FL 16674-R12 MASONITE FIBERGLASS 22363.6 FL 22363-R5 PGT FD-ALUM 253.4 FL 253-R19 SLIDING PGT SERIES 5570 251.10 FL 251-R31 JELD-WEN PREMIUM VINYL 12796.4 FL 12796-RB JELD-WEN PREMIUM VINYL 21705.3 FL 21705-R2 SECTIONAL/ROLL UP CLOPAY 73, 75 (9'2'-16'2") 16107.3 FL 16107-R10 73, 75 16'4"-18'2" 16107.11 73, 75 UP TO 9'2" 16107.24 WINDOWS SINGLE DOUBLE HUNG JELD-WEN PREMIUM ATLANTIC VINYL 14095.1 FL 14095-R10 PGT SERIES 5500 239.7 FL 239-R26 MI WINDOWS & DOOR SERIES 185 17499.2 FL 17499-R5 HORIZONTAL SLIDER PGT HR-ALUM 242.3 FL 242-R25 MI WINDOWS & DOOR SERIES 188 15351.3 FL 15351-137 JELD-WEN PREMIUM VINYL 22368.1 FL 22368-R3 FIXED PGT PW-ALUM 243.9 FL 243-R21 MI WINDOWS & DOOR SERIES 185 15349.5 FL 15349-R12 MILLION PGT SERIES 5500 261.1 FL 261-R11 MI WINDOWS & DOOR SERIES 5764 15353.2 FL 15353-R4 JELD-WEN MILLIONS 15861.1 FL 15861-R8 PANEL WALL SIDING KAYCAN SIDING 16299.2 FL 16299-R4 JAMES HARDIE 13192.2 FL 13192-R5 SOFFITS KAYCAN SOFFIT 16503.3 FL 16503-R3 ALSIDE SOLID AND VENTED SOFFIT 15272.1 FL 15272-R2 JAMES HARDIE SOFFIT 13265.1 FL 13265-R3 ROOFING FL 15272-R2 ASPHALT SHINGLES GAF SHINGLES 10124.1 FL 10124-R22 IKO SHINGLES 15550.4 FL 15550-R6 TAMKO SHINGLES 18355.1 FL 18355-R4 TPO GAF SINGLE PLY ROOF SYSTEMS 16730.1 FL 16730-R23 UNDERLAYMENT TAMKO 15# FELT 12328.6 FL 12328-R8 30# FELT 12328.7 GAF UNDERLAYMENT 10626.1 FL 10626-R15 ROOF VENTILATORS THOMPSON ARCH METAL OFF RIDGE VENT 16918.2 FL 16918-R2 FLORIDA METAL PROD. VENT RV10 21580.3 FL 21580-R1 LOMANCO DA-4 EXHAUST FAN 17202.1 FL 17202-R4 STORM PANELS GLOBAL PROTECTION PROD GALV STEEL STORM PANELS 15076.1 FL 15076-R5 15076.2 STRUCTURAL COMPONENTS CAST-CRETE USA CONCRETE LINTELS 158.1 FL 158-R7 COMMERCIAL CONCRETE PRODUCTS CONCRETE LINTELS 1774.1 FL 1774-R4 MARION MASONRY MATERIALS CONCRETE LINTELS 12193.1 FL 12193-R3 CONCRETE PRECAST PRODUCTS CONCRETE LINTELS 15148.1 IFL 15148-R2 LOTT'S CONCRETE PRODUCTS CONCRETE LINTELS 1 17867.1 IFL 17867-R1 �( I R W O qT U S YE 0 H REST® 24" oC. MAX Ut��fI MA WH NV E� �NTAI�A ONRYPLATE S SHEATH YEAR WARRANTED TO BET15 32�OSB OR 1H12� PLY DX 0# BdLRINGPSHANK NAILS ® 3" O.C. BOUNDARIES, 6 O.C. EDG(S & 8' O.C. VF�fELD USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 -� INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS SPECS 2X6 PT WOOD SUB ATTACHED TO NAILS M(2) EACHSS TRUSSSDDS COMMON TRIM IATTACHED IPERNMANUFCI SPECS. VARIES SEE PLAN 8"X8") J,Q" CMU TYP. -� TYPE(� MORTAR WITH &1 •e5 RF�AR FROM FOOT LIEN L BLOCK DECOR 71VE CE EN OUS FINISH STUCCO 1 2 2 COAT PER SP CS FB -R 703 4"X4" INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTE: EXTEND DECO FINISH 4" TO 6" BELOW GRADE 0Z 12"W X 20"D CONT. MONOLITHIC - FOOT�RCHAIRS(2T� 5 REBAR CONT. SPACED 4' O.C. MAX u w 0 z w U R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1 2" CEILING TYPE GYPSUM BOARD A TACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7 O.C. MAX USE (1b SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS LOCA �i�i N, EXCEPT" AS NOTE ON TRUSS LAYOUT. FILL ALL NAIL HOLES WITH 10d X 1 1/2 NAILS SOL DO W/(1) #58BARCURSE 8"X" N0 TYP. AT ALOLCSOLIIDL WALLS PRECAST CONCRETE LINTEL 1X2 P.T. WD FURRING 0 24" O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS ® 12 O.C. MAX R7.8 CELOTEX "TUFF-R" INSULATION BD OR EQUILIVANT 1/2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 8 O.C. MAX ATTAPCHED TOE B�,AICKRWITH 3d CUT NAILS ® 12 O.C. MAX 3 1 /4" BASEBOARD STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM F.F. -f 4" CONCRETE (3000PSI) WITH #10 6-6/10-10 WWM OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN MATERIAL TO BE LAPPED 6' WITH SEAMS TAPED OVER CLEAN COMPACTED SOIL (95% MODIFIED PROCTOR PER ASTM D1557) TERMITE TREAT SOIL PER FBC SECTION R318 PROTECTION AGAINST TERMITES TYPICAL EXTERIOR WALL Ns`� BUTTERFIELD INVESTMENTS INC ®� 3 5967 14TH STREET 00. ZEPHYRHILLS, FLORIDA ' D.W. SMITH ,ENGINEERM.S. P.E. 53608 FLORIDA PROFESSIONAL LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 Edition PHONE:813-469-2289 E-MAIL:dwsflpe@earthlink.net #53608 TERI BUTTERFIELD ENGINEER LICENCE ##53608 CDC 1332445 RICK GOLLHA.RDT - DRAFTSMAN 8�3-78�-365, rgollhardMampabay. rr. com D ETAI LS SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 26 SEPT 2020 CHECKED D.W.S.,p.e. SHEET OF 6 OF 10 2020-0831