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HomeMy WebLinkAboutBuilding PlanHANDRAIL RETURN AT EACH END T-81/4" 6'-67/8" 6 6 7/8" v ti e (V N � O iE 4� Isi i Sr° M iti 13 tl �e is (� r 00 I r, if D N d {^ I' 50' - 6 1 /2" ---„ -- 20' - 1 1 /2" 30' - 5' 6' - 9 1 /4" 3' - 1 1 /8" 12'- 5 1 /2" 2' - 4 3/4" 2' - 4 3/4" 6' - 2 1 /4" 01 6' - 11 3/4" - - - - - 6'-67/8" 6'-67/8" O ------- v J .lhr,l $'i;1y(, :r,ti�tl *£ it e,."ru if'.I v�,l 3,RrGxiilirvEr fr ,. ,iihF. till f ._tfli s, 14x. u,,.i .. t(. .it.,:, ', ilfl Ei!�.iEiiii i$I I$"}i A.t v�ti :uti j�il�Y,i r�i (i iit,m{.l .a:I S.e,t ' Waif,beii�+t�, Ft ., j:.,tht i (i �h.,txA DN EGRESS i I r I 1 i= 13 12 kill U) CL SET I CLOS T 0UJ w BEDROOM 3 ii 12 11 I I r Th BEDROOM T ' 10 A<i VON E2 CLD LIVING/DINING N g 01 U) E1 F- W KITCHEN 02 5_- 2" ISLAND b 17 T-2" 9'-71/2" F T + CE�t A-3 )BATHROOM 5'-41/2" 7 4'-_11" L X A-3 1 10'- 3 1 /2' BA HRO 8 -- 07 A-3 r _ — — 1 U) o U W 1'-10" 03 04 p5 3'-81/4" 6'-67/8" 6'-91/4" IT-11/8 BEDROOM o lo 2- - 10 3/4' 2'- 10 3/4" 2' - 10 3/4" 2'- 10 3/4" 3' - 11/8"3' - 1 1 /8 Of --- 6' - 6 7/8" 6' - 6 7/8" 6'- 6 7/8" 1 FIRST FLOOR 114 1 DIN EGRESS I i5'ii;jj�4&.'gg,i ari,. HANDRAIL RETURN AT 9'-2 T-31/2 2'-72 ----- EACH END 00 - 1 1/2" BUILDING INFORMATION: FIRST FLOOR: 1992 SF FRONT PORCH: 187 SF REAR PORCH: 178 SF BUILDING HEIGHT: 17' - 0 7/8" CONDITIONED AREA VOLUME: 14,464 CF WINDOW NOTES: 1. WINDOW ASSEMBLY SHALL BE IMPACT RESISTANT AND INSTALLED TO MEET THE SPECIFIED WIND LOAD 2. WINDOWS SHALL MEET THE REQUIREMENTS OF TABLE R402.1.2 OF THE FLORIDA ENERGY CONSERVATION CODE 2020. 3. FENESTRATION U-FACTOR SHALL BE:5 0.40 4. GLAZED FENESTRATION SHGC VALUE SHALL BE 5 0.25 5. WINDOWS SHALL BE ENERGY STAR QUALIFIED WINDOW SCHEDULE Type Mark Width Height Description Count Head Height A 2' - 6" 6- 0" DOUBLE HUNG VINYL WINDOW 4 6'- 8" F 3'- 4" 5'- 0" DOUBLE HUNG VINYL WINDOW EGRESS 4 6' - 8" 14 8'- 2 3/4" PYi"l.GLF! O6 .Sii'. I I I I I II I CLOSET 08 I I I I I I I I J — — L r� —7 8'-714' t LAU� Y N o , CLOSET 1s 16 4'-6" 14 I EGRESS r 7734" I {klml;;.cT-8„ (V M ROOF OVERHANG (V V AIR HANDLER LOCATION, COORDINATE WITH 30' - 5" MECHANICAL CONTRACTOR TO CONFIRM SIZE AND LOCATION TO COMPLY WITH REQUIRED ACCESS TO AIR HANDLER N 0 LO ROOF VENTILATION: ROOF AREA = 2774 SF REQUIRED NET FREE AREA PER FBC R806.2 = 2774/150 = 18.49 SF SOFFIT AREA = 405 SF SOFFIT NET FREE AREA = 14.34 SQ INCHES/SF (BY MANUFACTURER) PROPOSED ROOF NET FREE AREA = 405*14.34/144 = 40.33 SF 54' - 6 1 /2" ROOF UNDERLAYMENT SHALL BE INSTALLED PER FRC 2020 905.1.1 METHOD NUMBER 2: ASPHALT ROOF SHINGLES INLCUDE A MINIMUM 4-INCH-WIDE (102 MM) STRIP OF SELF -ADHERING POLYMER- D7158 CLASS H MPLYING WITH ASTM D1970, INSTALLED IN MODIFIED BITUMEN MEMBRANE CO ROOF ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DECK MATERIAL, 2 1 /4" = 1'-O" AND SHALL BE APPLIED OVER ALL JOINTS IN THE ROOF DECKING. AN APPROVED UNDERLAYMENT IN ACCORDANCE WITH TABLE R905.1.1.1 FOR THE APPLICABLE ROOF COVERING SHALL BE APPLIED OVER THE ENTIRE ROOF OVER THE 4-INCH-WIDE (102 MM) MEMBRANE STRIPS. DOOR SCHEDULE Mark Width Height Description Comments_ 03 2'- 8" 6'- 8" 6-PANEL INTERIOR DOOR 04 2'- 4" 6'- 8" 6-PANEL INTERIOR DOOR 05 2'- 8" 6'- 8" 6-PANEL INTERIOR DOOR 06 2'- 8" 6'- 8" 6-PANEL INTERIOR DOOR 07 2'- 4" 6'- 8" 6-PANEL INTERIOR DOOR 08 3'- 0" 6'- 8" 6-PANEL INTERIOR DOOR 11 2'- 8" 6'- 8" 6-PANEL INTERIOR DOOR 12 5'- 0" 6' - 8" PAIR 6-PANEL DOUBLE INTERIOR DOORS 13 5'- 0" 6'- 8" PAIR 6-PANEL DOUBLE INTERIOR DOORS 14 6-0" 6-8" PAIR 6-PANEL DOUBLE INTERIOR DOORS 15 5'- 0" 6'- 8" PAIR 6-PANEL DOUBLE INTERIOR DOORS DOOR SCHEDULE Mark Width Height Description Comments 16 2'-4" 6-8" 6-PANEL INTERIOR DOOR 17 T - 0" 6-8" 6-PANEL INTERIOR DOOR 19 T - 0" 6-8" 6-PANEL INTERIOR DOOR E1 T - 0" 6-8" HALF LITE ENTRY DOOR ENERGY STAR QUALIFIED, PROVIDE GLAZING MEETING REQUIREMENTS FOR HAZARDOUS GLASS LOCATIONS PER FBC-R308.3 AND R308.4 E2 3'- 0" 6'- 8" HALF LITE ENTRY DOOR ENERGY STAR QUALIFIED, PROVIDE GLAZING MEETING REQUIREMENTS FOR HAZARDOUS GLASS LOCATIONS PER FBC-R308.3 AND R308.4 EXTERIOR DOOR INFORMATION DESIGN DESIGN PRESSURE PRESSURE (POSITIVE) (NEGATIVE) Mark Width Height Description PSF PSF E2 3'- 0" 6'- 8" HALF LITE ENTRY DOOR 44 -57 E1 T - 0"--6'- 8" HALF LITE ENTRY DOOR 44 -57 TABLE VALUES DETERMINED PER ASCE 7-16 (MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES) EXTERIOR WINDOW INFORMATION DESIGN DESIGN PRESSURE PRESSURE Type (POSITIVE) (NEGATIVE) Mark Width Height Description PSF PSF A 2'- 6" 5'- 0" DOUBLE HUNG VINYL 45 -60 WINDOW F 3' - 4" 5'- 0" DOUBLE HUNG VINYL 44 -58 WINDOW EGRESS f TABLE VALUES DETERMINED PER ASCE 7-16 (MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES) 0 c 0 U m 0 z W Z O Q cNN— Ca U) O ti C i/i 0 Q W W J N W Z LL_ Z (n Z C) N _ Q Q CD W 4 O) N Z U) J : J m 00 —1 -1 W W O N O 2 0 Ce N� v (� W� Z ry It W o 6J� iY00 r O OU. ❑M J J J U_ O Q m N W LOLU J = O� O O m V M L W Z Q J a- J U _M Q 2019-15 Project Number Date 11/23/2021 Drawn By SM Checked By IP FOR CONSZPACTION A-1 v 2'-01 PROPOSED FFE = 20.3 FT. NAVD88 REAR ELEVATION_ 1 /4" = 1'-0" RONT ELEVATI /4" = 1'-0" PROPOSED FFE = 20.3 FT. PROPOSED FFE = 20.3 FT. NAVD88 ARCHITECTURAL SHINGLE ROOF ROOF L1 8'-0" VINYL SIDING VINYL TRIM ZST FLOOR 0'-0" ��- ARCHITECTURAL SHINGLE ROOF ROOF _I1 0 1/2" �G �— VINYL SIDING VINYL TRIM FIRST FLOOR 0'-0" V ARCHITECTURAL SHINGLE ROOF 2 m c 0 0 6 z N Q H J w U) Z Z W U Q04 a) 06 U o n c U) W � W u- U) N Z_ Z Q Z o Q o .c at O Z Fn W t , N J Co � Co J W LU Q N O C 00 O w °N'5 'tU) wo Z� _ ROOF n No- 0" V 0 3/4" m VINYL SIDING U Q VINYL TRIM X e- ae EX C) O 0 dM J _jJ m LL RST FLOOR O� Lo Ix OLu O a, CD m U� a/ CS M LL n SIDE ELEVATION (LEFT) U 1/4" = V-0" U) Z O Q W J W .......... .. .. . 12 12 5 � 5 Project Number 2019-15 Date 11/23/2021 Drawn By SM = ARCHITECTURAL checked By IP SHINGLE ROOF FORCONUBjCTION n SIDE ELEVATION (RIGHT) 1/4" = 1'-0" 2' - 0 1/2" VINYL SIDING �— VINYL TRIM Ian A-2 III©I��I•'I" '�•II�II�I 2'-0" �1'-6" 2'-6" 2'-6" V-6" V-6" 3'-11/4" ej BC BC BC RANGE BC BC 1 KITCHEN ELEVATION 3/8 = 1 -0 n l n e e 00� o e e 1'-0" 2'-0" - _- 3'- 0 2..0" 1'-0" Dl: Dt. Du vv/ JIINM Vlomvvnorsn ov KITCHEN ELEVATION 6 3/8" = 1'-0'I 60"x36"x76" SHOWER STALL ASSEMBLY BATHROOM ELEVATION 3/8" = 1'-0" FIBERGLASS TUB ENCLOSURE 1/2" PLYWOOD INSULATION DAM ROOF TRUSS BEYOND WEATHER STRIP GASKET FOR AIR SEAL PAINTED 3/4" PLYWOOD ACCESS PANEL VOC LIMITS: PAINTS APPLIED TO INTERIOR WALLS: FLATS: 50 G/L NONFLATS: 100 G/L GREEN SEAL STANDARD GS-11, PAINTS & COATINGS, 3RD EDITION, AUGUST 17, 2011 ANTI CORROSIVE AND ANTI RUST PAINTS: 250 G/L GREEN SEAL STANDARD GS-11, PAINTS & COATINGS, 3RD EDITION, AUGUST 17, 2011 CLEAR WOOD FINISHES: VARNISH: 350 G/L LACQUER: 550 G/L SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1113, ARCHITECTURAL COATINGS FLOOR COATINGS: 100 G/L SEALERS: WATERPROOFING: 250 G/L SANDING: 275 G/L ALL OTHERS: 200 G/L SHELLACS CLEAR: 730 G/L PIGMENTED: 550 G/L STAINS: 250 G/L 2'- 7 1 /2" ROUGH OPENING R-30 BATT INSULATION OVER ACCESS PANEL 2x6 BLOCK BETWEEN ROOF TRUSSES SPACED 24" ATTACHED WITH LUS26 FACE MOUNT HANGER 2' _6_ - GYP. BD. CEILING CLR. 1X4 PAINTED TRIIh - 1X2 PAINTED ST 3 ATTIC ACCESS 1 1 -0 CABINETERY / COUNTERTOP NOTES: ;! KITCHEN COUNTERTOPS WILL BE POST -FORMED LAMINATE WITH INTEGRAL 4" BACKSPLASH. 2. KITCHEN WILL HAVE DOUBLE BASIN STAINLESS STEEL SINK WITH GARBAGE DISPOSER AND FAUCET WITH SPRAYER. 3. BATHROOM CABINETS WILL BE STANDARD GRADE PREFINISHED WITH HARDWARE. NO EXPOSED UREA -FORMALDEHYDE WOOD PRODUCTS ALLOWED OR MUST BE SEALED. 4. BATHROOM COUNTERTOPS WILL BE CULTURED MARBLE WITH MOLDED SINK AND 4" BACKSPLASH. 5. BATHROOM WILL HAVE FAUCET AT EACH SINK. BATHROOMS WILL HAVE A 4 SQUARE FOOT MIRROR AT EACH SINK. FLOORING / MOLDING NOTES: 1. BEDROOM AND BEDROOM CLOSET FLOORING WILL BE STANDARD GRADE CARPET AND PAD. CARPET AND PAD MUST BE CERTIFIED BY THE CARPET AND RUG INSTITUTE (CRI) GREEN SEAL OF APPROVAL AND LOW-VOC OR NO ADHESIVES ARE USED FOR INSTALLATION. 2. ALL OTHER ROOMS AND CLOSETS WILL BE STANDARD GRADE VINYL PLANK FLOORING. VINYL PLANK FLOORING SHALL BE CERTIFIED BY FLOORSCORE OR GREENGUARD AS LOW VOC. 3. BASEBOARDS WILL BE 3 Y. INCH MDF. NO EXPOSED UREA -FORMALDEHYDE WOOD PRODUCTS ALLOWED OR MUST BE SEALED 4. SHOE MOLD TO BE INSTALLED ON ALL AREAS WITH VINYL PLANK FLOORING. APPLIANCE NOTES: 1. WHITE OR BLACK FNISHES 2. RANGE FREESTANDING ELECTRIC STANDARD GRADE. OVEN MUST BE SELF CLEANING. 3. MICROWAVE OVEN OVER RANGE WITH BUILT-IN HOOD STANDARD GRADE. 4. SUPPLY HOSES TO WATER USING FIXTURES AND APPLIANCES MUST BE ARMORED, PEX OR METAL (EXCEPT COPPER). 5. REFRIGERATOR TOP FREEZER 22 CUBIC FOOT STANDARD GRADE ENERGY STAR. 6. DISHWASHER STANDARD GRADE ENERGY STAR. 7. GARBAGE DISPOSER''/2 HP STANDARD GRADE. 8. WASHING MACHINE TOP LOADING STANDARD GRADE ENERGY STAR. 9. DRYER ELECTRIC STANDARD GRADE ENERGY STAR. CLOSET NOTES: 1. ALL CLOSETS WILL HAVE STANDARD GRADE VINYL -COATED WIRE MESH SHELVING. DRYWALL NOTES: M 1. 1/2INCH SAG RESISTANT DRYWALL HUNG, TAPED, FLOATED, AND TEXTURED READY FOR EQ EQ 3' - 0" PAINT ON WALLS AND CEILINGS. VANITY BC 2• ALL WET AREAS AS REQUIRED PER FLORIDA BUILDING CODE WILL HAVE/2 INCH WATER ROCK (GREENBOARD) DRYWALL HUNG, TAPED, FLOATED, AND TEXTURED READY FOR PAINT $ BATHROOM ELEVATION ON WALLS AND CEILINGS. IN LIEU OF GREENBOARD REQUIRE CEMENT BOARD WITH TAPED 3/8" = 1'-0" SEAMS. ALL SHOWER WALLS MUST BE SEALED WITH AN ELASTOMERIC WATERPROOFING SEALER PRIOR TO TILE INSTALL. ALL FIBERGLASS INSERT MUST HAVE EDGES SEALED WITH WATERPROOFING CAULK. BATHROOM ACCESSORY NOTES. DOOR NOTES: 1. PROVIDE BLOCKING FOR ALL ACCESSORIES AS REQUIRED 1. ALL DOORS AND TRIM WILL BE PAINTED. ALL PAINTS SHALL BE LOW VOC - MAXIMUM 50 G/L. 2. PROVIDE AND INSTALL 1 EACH OF THE FOLLOWING BATHROOM ACCESSORIES: 2. ALL EXTERIOR DOOR LOCKS WILL BE KEYED ALIKE. A. TOILET PAPER HOLDER 3. ALL INTERIOR DOORS WILL CONTAIN THE APPROPRIATE DOOR KNOBS. B. ROBE HOOK 4. ALL INTERIOR DOORS WILL HAVE 2'/. INCH MDF TRIM. NO EXPOSED UREA -FORMALDEHYDE C. TOWEL BAR WOOD PRODUCTS ALLOWED OR SEALED 5. ATTIC ACCESS WILL BE PAINTED PLYWOOD ACCESS PANEL PER DETAIL MEETING REQUIREMENTS OF FBC R807. AIR BARRIER TO OVERLAP SAFF AT WINDOW HEAD - CUT AT ANGLE AS INDICATED N, tlo (i jrol li I�fYl't I ,. u r , r�.,i ir4i� It ( t ik H.t EEIly tt{ t v .t Sad!�I ti3fPaajt I$i i'. i !Ii Eti lE t I mh f i�ij. ti �S it:S:L I)I I �tl3 Y'.i mi� 0.I3H 3Iit�}(ft< h 't C�. di.' li..EP Ei it ht',L ei:..WO i III11�l� 4f( `Mi } ••Ltlit t{Iiitll ' RL� flf�i it�a "� 4�,ii i�itl tllE,EI SELF ADHERED FLEXIBLE FLASH INGR',rj,,I S �i �i�tt) ii t' 4tllttttt ES.. 3 i{I i14) 1! fI E! tt "i li vt I ia`t ;I-,,.,�E 11 ItF'I I [I 4,',i+nt'�"... Et I ;a',h . ,,,:,..s, .. t1,t#h J JCo ASSEMBLED W o WINDOW o Wx (9 = 0 oz ❑z a= <E LL U) LL U) V)g U)g 0 0 0 0 0 0 SELF ADHERED FLEXIBLE FLASHING (BEHIND FLANGE) 6" = 1'-0" STAIR AND RAILING REQUIREMENTS TYPE REQUIREMENT MIN. WIDTH 36" MIN. HEAD HEIGHT 6' 8" MAX. RISER HEIGHT 7 3/4" MIN. TREAD DEPTH 10" TREAD NOSING MIN. 314", MAX. 11/4" MAX. TREAD SLOPE 1/4" FROM BACK TO NOSING HANDRAILS REQUIRED IF 4 OR MORE RISERS HANDRAIL HEIGHT 34"-38" HANDRAIL PROFILE DIAMETER 1 1/4" - 2" GUARDRAILS REQUIRED AT OPEN PORCHES, BALCONIES, RAMPS, OR RAISED FLOOR SURFACES THAT ARE 30" OR MORE ABOVE THE FLOOR... MIN. GUARDRAIL H IGHT GUARDRAIL OPE'NIING LIMITATIONS 36" MUST NOT ALLOW PASSAGE OF 4" SPHERE REQUIRED AT TOP & BOTTOM LANDINGS MIN. LANDING SIZE 36" x 36" DOORS ENERGY STAR QUALIFIED DOORS MAX. STAIR VERTICAL RISE 147" BETWEEN LEVELS OR LANDINGS w FLANGED WINDOW FLASHING DIAGRAM REFER TO MANUFACTURERS GUIDELINES FOR INSTALLING WINDOW, INCLUDING THE ADDITION OF FLEXIBLE CORNER FLASHING. PIPE PENETRATION ADJUSTABLE RUBBER VENT PIPE FLASHING WITH ALUMINUM BASE OVERLAPPING SHINGLE BELOW n ROOF PENETRATION DETAIL 1 1 /2" = 1'-0" "^^"ALT SHINGLE ING OVERLAPPING SOOT BELOW UNDERLAYMENT DECK FRAMING THERMAL ENVELOPE REQUIREMENTS TYPE REQUIREMENT SEALANT SEAL ALL GAPS AND PENETRATIONS IN BUILDING ENVELOPE WITH LOW VOC SEALANT OR SPRAY FOAM. ALL INSULATION SHALL BE FORMALDEHYDE FREE. RAISED FLOOR INSULATION R-19 INSULATION IN CONTACT WITH THE SUBFLOOR. ALL BATT INSULATION SHALL BE UNFACED OR INSTALLED WITH PAPER BACKING TO THE OUTSIDE OF THE HOUSE. WALL INSULATION R-19 BATT INSULATION ATTIC INSULATION MIN. R-38 BLOW-IN INSULATION PER MANUFACTURER'S SPECIFICATIONS TO A MINIMUM DENSITY OF 3.5 LBS. PER CUBIC FOOT (CF). MOISTURE BARRIER CONTINUOUS UNBROKEN MOISTURE BARRIER (HOUSE WRAP) RADIANT BARRIAR RADIANT BARRIER FOIL INSTALLED AT UNDERSIDE OF ROOF ROOF PLYWOOD ROOF SnEAT-,,:,NG PER STRUCTURAL R DERLAYMENT PER FBC - ROOF UN RESIDENTIAL R 05.1.1, ASPHALT SHINGLE ROOF, SEE ROOF PLAN VENTED ATTIC SPACE 1 FT PER 150 F I ROOF AREA, SEE CALCULATIONS ON ROOF PLAN WINDOWS ENERGY STAR QUALIFIED, SEE WINDOW NOTES ON SHEET A1.1 EXTERIOR DOORS ENERGY STAR QUALIFIED DOORS FL ECC 2020 MEET REQUIREMENTS OF SECTION R402, AND TABLE R402.1.2 FORM R402-2020 CONTRACTOR REQUIRED TO COMPLETE FORM R402-2020 RESIDENTIAL BUILDING THERMAL ENVELOPE APPROACH FOR THE APPROPRIATE CLIMATE ZONE. G 0 C O U w CD 0 d z r Q J W Z Z W O Q 06 07 o n m c N 0 Q W W J a� W Z W Z (n Z o O Z Q Q CD Wrn I) Z Q W W 0 N 0 O w °N' 4 w W o Z m a� rn O O ❑M J JLL LL. m tL 0) ® N W0 Lo F- W O Oa O VLu F- u> M O Checked By IP FOR CO TION OF 6�'LO 0'. R10 78 2 A-3 ARCHITECTURAL GRADE ASPHALT SHINGLE ROOF OVER 30# FELT PLYWOOD ROOF SHEATHING STRAP @ EACH ROOF TRUSS, SEE STRUCTURAL GALV. DRIP EDGE VINYL FASCIA VENTED VINYL SOFFIT VINYL SIDING MOISTURE BARRIER 5/8" CDX PLYWOOD SHEATHING TYP. WALL SECTION $ 3/4" = 1'-0" PLYWOOD SHEATHING VINYL SIDING MOISTURE BARRIER LAPPED OVER SELF ADHERED FLASHING SELF ADHERED FLASHING OVER DOOR FLANGE VINYL SIDING J-CHANNEL SEALANT DOOR, SEE SCHEDULE RADIANT BARRIER FOIL INSTALLED UNDERSIDE OF ROOF SHEATHING —21 Or' - OVERHANG n VINYL SIDING @ DOOR HEADER2 i1f�f[H7a ]�a R-19 INSULATION PRE-ENGINEERED ARCHITECTURAL GRADE ASPHALT ROOF TRUSS SYSTEM, SHINGLE ROOF OVER 30# FELT. SEE STRUCTURAL INSTALLED PER MANUFACTURERS INSTRUCTIONS PLYWOOD ROOF SHEATHING RADIANT BARRIER FOIL INSTALLED UNDERSIDE OF ROOF SHEATHING GALV. DRIP EDGE VINYL FASCIA R-38 INSULATION VENTED VINYL SOFFIT CEILING JOIST, SEE FRAMING PLAN 1/2" GYP. BD. CEILING VINYL FASCIA BEAM WRAP (2) CONT. 2x6 TOP PLATES 2x6 WOOD STUDS @ 16" O.C. W/ BLOCKING @ 48" MAX. 1/2" GYP. BD. PLYWOOD SHEATHING R-19 BATT INSULATION VINYL SIDING MOISTURE BARRIER LAPPED 2x6 SOLE PLATE OVER SELF ADHERED FLASHING SELF ADHERED FLASHING OVER WINDOW FLANGE WOOD BASE VINYL SIDING J-CHANNEL FINISH FLOOR SEALANT MIN. R-19 INSULATION PT JOIST, SEE STRUCTURAL TERMITE SHIELD FOUNDATION, SEE STRUCTURAL HEADER, SEE STRUCTURAL 1x4 WOOD TRIM, PAINTED 1x WOOD TRIM, PAINTED SEALANT VINYL WINDOW VINYL SIDING J-CHANNEL VINYL SIDING SELF ADHERED FLASHING SET BEHIND WINDOW FLANGE MOISTURE BARRIER SET BEHIND SELF ADHERED FLASHING n WINDOW HEADER AND SILL DETAIL2 1 1/2" = 1'-0"-- -- DOOR SET IN BED OF SEALANT, REF. MFG. SPECS, SEE SCHEDULE 12" SELF- ADHERED FLASHING GALV. BENT METAL FLASHING OVER LEDGER BOARD SET BELOW DOOR SILL PT 2x12 LEDGER W/ GALV. THRU BOLTS PER STRUCTURAL DETAILS JOIST HANGER @ EACH JOIST, SEE STRUCTURAL DETAILS SELF ADHERED FLASHING BEHIND LEDGER n _DOOR @ PORCH DETAIL2 ISH FLOOR SYSTEM 'WOOD FLOOR ATHING JOIST, SEE STRUCTURAL SILL, SEE STRUCTURAL SEALANT 1x WOOD TRIM, PAINTED 1x4 WOOD TRIM. PAINTED R-19 BATT INSULATION 1/2" GYP. BD. rION ERED ROOF EM SOFFIT NOTE: VINYL SOFFIT AND FASCIA DETAILS ARE BASED ON GEORGIA PACIFIC VINYL SIDING. CONTRACTOR MAY USE SPECIFIED PRODUCT OR APPROVED EQUAL ARCHITECTURAL GRADE ASPHALT SHINGLE ROOF OVER 30# FELT. INSTALLED PER MANUFACTURERS INSTRUCTIONS PLYWOOD ROOF SHEATHING f:7LlI1�� i• J�77[�73i71>A STRAP @ EACH ROOF TRUSS, SEE STRUCTURAL GALV. DRIP EDGE VINYL FASCIA 1x2 BATTEN INSTALLED TO FRAMING W/ #8 x 2" WOOD SCREW @ 24" MAX. SPACING VENTED VINYL SOFFIT INSTALLED TO BATTENS W/ GALVANIZED ROOFING NAIL 1/8" SHANK DIA., 3/8" HEAD DIA., 1-1/2" LONG, THROUGH NAIL HEM HOLES AND BATTEN AT INTERBLOCKS PER MANUFACTURERS INSTRUCTIONS. (BASIS OF DESIGN IS GEORGIA PACIFIC TRIPLE 4" FULL VENT SOFFIT W/ NET FREE AIR SPACE = 14.34 SO INCHES/SF. CONTRACTOR TO PROVIDE BASIS OF DESIGN OR APPROVED EQUAL) VINYL SIDING INSTALLED PER MANUFACTURERS INSTRUCTIONS MOISTURE BARRIER LAPPED OVER METAL FLASHING VINYL SIDING STARTER STRIP GALV. BENT METAL FLASHING OVER LEDGER BOARD PT 2x12 LEDGER W/ GALV. THRU BOLTS PER STRUCTURAL DETAILS JOIST HANGER @ EACH JOIST, SEE STRUCTURAL DETAILS SELF ADHERED FLASHING BEHIND LEDGER J-CHANNEL n VINYL SOFFIT AND FASCIA DETAIL3 1 1/2" = 1'-0" VINYL SIDING INSTALLED PER MANUFACTURERS INSTRUCTIONS uR�l['�1117�:�17�1 5/8" CDX PLYWOOD SHEATHING, SEE STRUCTURAL n VINYL SIDING DETAIL3 U 1 1/2" = 1'-0" VINYL SIDING @ PORCH DETAIL2 T7��r1.63�II�[•7► WOOD STUDS 6" O.C. W/ )CKING @ 48" MAX. GYP. BD. iE SILL ISH FLOOR SYSTEM STRUCTURAL SHEATHING WOOD FLOOR MOISTURE =ATHING BARRIER VINYL SIDING VINYL SIDING STARTER STRIP GALV.BENT METAL FLASHING JOIST, SEE STRUCTURAL SILL, SEE STRUCTURAL FOUNDATION J iEE ILING IP PLATES 2x6 WOOD STUDS @ 16" O.C. W/ BLOCKING @ 48" MAX. 1/2" GYP. BD. R-19 BATT INSULATION INYL SIDING DETAILS ARE BASED ON GEORGIA VINYL SIDING. CONTRACTOR MAY USE :D PRODUCT OR APPROVED EQUAL. VINYL SIDING BASE DETAIL2 31' = 1'-01, - -- - c 0 N N 0 z Fes-• Z Q H J W N Z) z Z W N (U Q od N U) O o r` c W W Q N W Z_ LL Z U) Z (D •� a wm C: Z U) , Co Co 00 M J —1 W W N O 2 O oo °N' w CD w v0 z" (Y m U Q rn O J J G ly Ion Lo 0 N W L J IW-w O D o o- O m UH W Ln o M 0 U) J < w � LIJ D �® Z� 0 LEI U) J9 Project Number 2019-15 Date 11 /23/2021 Drawn By ZP Checked By IP FOR CONSTRUCTION oIQ y: • M. Q. PAC11yR �1. AR10 8 CAS •' • •.j� � 2 A-4 2 F6 0 o j Ala F1 e PROVIDE ELECTRICAL F4 CONNECTION FOR F10 RANGE AND RANGE r > HOOD VENT, _ I `— --' COORDINATE WITH APPLICANCE F4 SELECTION 0 G4 F4 I PROVIDE ELECTRICAL ? OUTLETS FOR ( F10 DISHWASHER AND O GARBAGE DISPOSAL. F10 COORDINATE WITH . APPIANCE SELECTION, F3 1/4" = 1'-0" WP 0 4ND OUTLET LOCATION PI (3)-3/0 MCM COPPER, THW OR (3)-250 MCM, ALUMINUM, THW FOR 200 AMPS 2-1/2" GALVANIZED PIPE 120/240V. 10 -3 WIRE ELECTRIC METER WITH LIGHTING ARRESTOR BOTTOM OF METER & MAIN DISCONNECT PANEL MUST BE ABOVE BFE TWO-5/8", 10' COPPER GROUNDING RODS, AT LEAST 6 FEET APART OVERHEAD ELECTRICAL RISER n DIAGRAM U 3/8" = 1'-0" 200 AMP PANEL 120/240V. 10 -3 WIRE M.L.042 POLE NEMA TYPE 1 (2) POLE BRAKER A F6 GFCI F10� �__ F10 2" SCHEDULE 40 PVC NOTES GFCI LLg� �2 LIGHT FIXTURE SCHEDULE FIXTURE NO. TYPE F1 INTERIOR RECESSED CAN F2 EXTERIOR RECESSED CAN F3 CHANDELIER F4 ISLAND PENDANT F5 EXHAUSTFAN F6 CEILING FAN W/ LIGHT KIT F7 RECESSED CAN (WET RATED) F8 EXTERIOR FLOOD LIGHT F9 VANITY FIXTURE F10 CEILING MOUNTED FIXTURE *CONFIRM ALL FIXTURES AND SWITCHING TYPES WITH OWNER PRIOR TO PURCHASE AND INSTALLATION PROVIDE DISCONNECT FOR CONDENSING UNIT 3 OO CONDENSING UNIT LOCATION, PROVIDE POWER SUPPLY AND DISCONNECT PER CODE F10 AND MANUFACTURER'S o ' INSTRUCTIONS i� RECESSED ELECTRICAL u . ' PANEL LOCATION I �10 -- AIR HANDLER -- LOCATION, PROVIDE POWER CONNECTION AND DISCONNECT PER MANUFACTURER AND CODE 50 GALLON ELECTRIC WATER HEATER LOCATION, PROVIDE POWER CONNECTION AND DISCONNECT PER MANUFACTURER AND CODE F8 9® 1. CATV OR TELEPHONE CABLE SHALL NOT BE ATTACHED TO THE SERVICE MAST. 2. FOR SPECIFIC HEIGHT REQUIREMENTS & CLEARANCE, REFER TO N.E.C. AND LOCAL CODES. 3. SERVICE RISER SHALL BE 2" MINIMUM RIGID METAL CONDUIT 4. SERVICE RISER MUST WITHSTAND 200 LBS. OF CONTINUOUS PULL. 5. MAXIMUM CONDUIT HEIGHT ABOVE THE ROOF IS 48". i SERVICE DROP BY O.U.C.-36" MDP (3)-3/0 MCM COPPER THW OR (3)-250 MCM, ALUMINUM, THW & (1)-#4 GROUND MAIN DISCONNECT PANEL OUTSIDE 200 AMP 240V. 2 POLE-S/N SERVICE DISCONNEC NEMA TYPE 3R JJ — 2-1/2" GALVANIZED PIPE (3)-3/0 MCM COPPER, THW G OR (3)-250 MCM, ALUMINUM, THW CNN PIPE- 1 #2 WIRE TO MAIN DISCONNECT PANEL FROM (TWO) GROUNDING RODS 48" MAX. 18" MIN PROVIDE SUFFICIENT NUMBER SEE NOTE 3 OF PIPE STRAPS TO SECURE CONDUIT TO WALL AS REQUIRED MINIMUM OF TWO SERVICE ENTRANCE CONDUCTOR MEANS OF ATTACHMENT AS REQUIRED BY THE NEC. PER N.E.C. & LOCAL CODES METER BASE PROVIDED AND FOR MINIMUM INSTALLED CLEARANCES 48"-72" #4 SOLID COPPER -� WIRE TO EARTH GROUND ROD TYPICAL OVERHEAD RESIDENTIAL n SERVICE INSTALLATION_ 3/8" = 1'-0" ELECTRICAL LEGEND OPENDANT LIGHT FIXTURE ED WALL MOUNT FIXTURE O EXHAUSTFAN MOTION SENSOR FLOOD LIGHT CEILING FAN W/ LIGHT KIT ® COMBO SMOKE & CARBON MONOXIDE DETECTOR 0 CEILING MOUNTED FIXTURE o ISLAND PENDANT FIXTURE O22' 220V OUTLET DUPLEX OUTLET OGFCI GFCI OUTLET OwP GFCI WEATHERPROOF OUTLET DUPLEX FLOOR OUTLET SINGLE POLE SWITCH �2 TWO -POLE SWITCH F DISCONNECT ELECTRICAL NOTES: 1. ELECTRICAL WORK SHALL BE DESIGN BUILD BY ELECTRICAL SUBCONTRACTOR. 2. ELECTRICAL CONTRACTOR SHALL BE LICENSED AND RESPONSIBLE TO MEET ALL APPLICABLE REQUIREMENTS BY CODE 3. ELECTRICAL CONTRACTOR TO COORDINATE ELECTRICAL DRAWINGS WITH ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY DISCREPANCIES AND NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 4. PROVIDE SERVICE CONNECTION AND PROPER GROUNDING 5. PROVIDE ALL WIRING AND EQUIPMENT FOR ALL FIXTURES AND EQUIPMENT INDICATED IN ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PER CODE. 6. NOTE THAT ELECTRICAL OUTLETS INDICATED ON DRAWINGS ARE SHOWN AS A REMINDER FOR EQUIPMENT LOCATIONS OR SPECIFIC REQUIREMENTS TO THIS PROJECT. OUTLETS SHALL BE INSTALLED THROUGHOUT AS REQUIRED BY CODE WHETHER INDICATED ON THE PLANS OR NOT. 7. COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY OF THE I DWELLING. ALL DETECTORS SHALL BE APPROVED AND LISTED IN ACCORDANCE UL 217 and UL 2034 WITH THE MANUFACTURER'S INSTRUCTIONS. REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY SOURCES FROM THE BUILDING WIRING, AND WHEN PRIMARY POWER IS INTERUPTED, SHALL RECEIEVE POWER FROM A BATTERY. COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER SECTIONS R314 AND R315 OF THE 2020 FRC 8. ALL LIGHTING FIXTURES SHALL BE ENERGY STAR QUALIFIED FIXTURES 9. ALL LIGHTING FIXTURES SHALL BE LED AND INCLUDE LED BULBS 10. ALL OUTLETS SHALL BE INSTALLED MIN, 15" FROM FFE 11. ALL LIGHT SWITCHES, THERMOSTAT, CONTROLS, SHALL BE INSTALLED AT HEIGHT MIN. 36" FROM FFE AND MAX. 48" FROM FFE. 12, PROVIDE POWER TO VERTICAL PLATFORM LIFT PER MANUFACTURER'S REQUIREMENTS. 13. ALL RECEPTACLES SHALL BE TAMPER RESISTANT 14, ALL FIXTURES AND DEVICES SHALL BE UL LISTED 15. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AFCIs. 16. CONTRACTOR SHALL PROVIDE ELECTRICAL LOAD CALCULATIONS AND ANY ADDITIONAL ELECTRICAL INFORMATION REQUESTED BY PERMIT DEPARTMENT NOT SHOWN IN DRAWINGS. SPECIFICATIONS: SQUARE D QO OR EQUAL PANEL -A MAINS: MLO AMPACITY: 200 AMPS LOCATION: LAUNDRY VOLTAGE: 120/240V, 1PH, 3 WIRE MOUNTING: RECESSED AMPS POLE TOTAL VA WIRE SIZE GIRD SIZE DESCRIPTION CIRCUIT No. CIRCUIT No. DESCRIPTION GRID SIZE WIRE SIZE TOTAL VA POLE AMPS 30 2 5984 10 10 AHU-1 1 2 DRYER 10 10 5000 2 30 30 2 10 10 3 4 10 10 2 30 25 2 10 10 AHU-1 5 6 RANGE _ 10 10 8500 2 50 25 2 10 10 7 8 10 10 2 50 30 2 4500 10 10 WATER HEATER 9 10 SPACE 30 2 10 10 11 12 ISPACE 20 1 # 12 12 RECEPT. ENTRY 13 14 RECIRC. PUMP 12 12 12 12 12 12 300 # # 1 1 1 20 20 20 20 1 # 12 12 RECEPT. BACK ENTRY 15 16 RECEPT. MASTER BEDROOM 20 1 # 12 12 RECEPT. LIVING ROOM 17 18 RECEPT. BEDROOM #2 SPACE 19 20 RECEPT. BEDROOM #3 12 12 # 1 20 20 1 # 12 12 BEDROOM 3 AND 4 LIGHTS 21 22 RECEPT. P'EDROOM #4 12 12 # 1 20 20 1 # 12 12 MASTER BEDROOM LIGHTS 23 24 SPACE 20 1 1500 12 12 RECEPT. LAUNDRY 25 26 RECEPT. f'LTS. MASTER BATH 12 12 # 1 20 20 1 # 12 12 LTS. LIVING ROOM 27 28 RECEPT. / LTS. BATH #1 12 12 # 1 20 20 1 # 12 12 KITCHEN LIGHTS 29 30 SPACE 20 1 1500 12 12 SMALL APPLIANCE 31 32 DISPOSAL 12 12 12 12 1500 1500 1 1 20 20 20 1 1500 12 12 SMALL APPLIANCE 33 34 DISHWASHER 20 1 1500 12 12 SMALL APPLIANCE 35 36 REFRIGERATOR 12 12 12 12 1200 1500 1 1 20 20 20 1 1200 12 12 MICROWAVE 37 38 WASHER SPACE 39 40 SPACE SPACE 41 42 SPACE NOTES: VERIFY ALL EQUIPMENT LOAD, BREARFRS PAN E L-A * NON SIMULTANEOUS LOAD. 100% OF COOLING IS LARGER THAN 65% OF HEAT. # INCLUDED IN GENERAL LIGHTING LOAD PER AREA. DEMAND LOAD CALCULATIONS AREA (SOFT) = 1,889 GENERAL LIGHTING LOAD @ 3VA PER SQ.FT. = 5,667 TOTAL GENERAL LOAD = 36,867 VA RECEP. 1st 10,000 VA @ 100% = 10,000 @ 100%= 10,000 VA REST @40% = 26,867 @ 40%= 10,747 VA AIR CONDITIONERS @ 65% = 5,984 @ 65%= 3,890 VA OTHERS @ 100% = 0 @ 100%= 0 VA TOTAL LOAD = 24,636 VA CURRENT PER PHASE = TOTAL LOAD (VA) / (240V) = 103 AMPS AND WIRE SIZES PRIOR TO INSTALLATION ORDERING OF MATERIALS r 0 c 0 d 0 0 z CO) F- F- W N z Z W V Q C N 06 to O C W W W D- u N Z z z o rn •� Z to Ico CU W 0 N 2 .. O t]C N� fn W,o z m U Q O 0 pM J '? J J LL Cd LL � r.l Lu Lid J P p M W 0a Q m U M O ILL Q J a U_ U W J LLI Project Number ' ' 2019-15 Date 11 /23/2021 Dram By SM Checked By IP FOR CONSTRUCTION _.,r� �r..........-�j+�0 E-1 E-1 NOTE: FLOOR PLANS ON MECHANICAL SHEETS MAY DIFFER SLIGHTLY WITH ARCHITECTURAL. MECHANICAL SHEETS ARE DIAGRAMMATIC TO INDICATE SIZE AND APPROXIMATE LOCATION OF MECHANICAL EQUIPMENT, FIXTURES, AND COMPONENTS. ...... BD L 9„o 14x8 W 220 12x6 1 W 120 j 7„0 20x2o RA G {� 12'0 COOLING AND HEATING DUCT SYSTEM 1/4" = 1'-01, Ir F w 20 C FM 1W 8x4 30 J-GFM . 4" 0 7"0 12x6 1W 115 EXHAUST, VENTILATION AND PASSIVE 1 RETURN DUCT SYSTEMS 1/4 1 0 ER 0 0 N 0 0 Z N F- H J uJ Z Z W � Q04 ca w U) O n C 01 W W Q J m N LLJ Z E- Z (n Z (D N '� Q Q CD W 0) a) Z (� J r Q co M Q W m O N O` i- 00 F- � d' Q w' N 5 v (n W Z Y b d- J Y Y � T- co O J >ca LL LL N W .0 J_ j 7 ®a m U H U�J/ Ln ALL LL M i J 2019-15 Iroject Number )ate 11 /23/2021 hewn By RM :hecked By DC HVAC ABBREVIATION LEGEND AHU AIR HANDLING UNIT CU CONDENSING UNIT OAI OUTDOOR AIR INTAKE OAD OUTDOOR AIR DAMPER OA OUTDOOR AIR EF EXHAUST FAN DH DEHUMIDIFIER CID CONDENSATE PUMP ZD ZONE DAMPER BD BALANCE DAMPER T THERMOSTAT DHC DEHUMIDIFICATION CONTROL AF AIR FILTRATION SA SUPPLY AIR RA RETURN AIR FLEX DUCT TO METAL DUCT CONNECTION DETAIL TAKE -OFF COLLAR FOR ROUND PIPE WITH THERMA-SEAL GASKET FLANGE. SHEET METAL SCREW TO PIPE. SEAL WITH 0180 SILVER TAPE & #9 MASTIC AIR SEALANT 1" METAL HANGER STRAP - AT EACH END OF ROUND METAL DUCT. CLASS 1 FLEXIBLE AIR DUCT- R-4 INSULATION CONNECT FLEX TO METAL DU WITH 0810 SILVER TAPE, PANDUIT STRAP, & #9 MASTIC AIR SEALANT METAL DUCT REDUCER - V HANGER STRAP FOR FLEXIBLE DUCT(EVERY 4' OF FLEXIBLE DUCT) ROUND METAL DUCT -GALVANIZED METAL SNAPLOCK PIPE. SEAL SNAPLOCK SEAM WITH 0180 SILVER TAPE. EXTERIOR WRAPPED INSULATION SHALL BE R-4. ROOF CAP EQUAL TO THE METAL SHOP" GRV10 7„0 SIDE WALL CAP 3.2 "X10" �� EQUAL TO EXHAUS DUCT MIAMI TECH. # WSWC10 RANGE HOOD VENTING, SIDWALL VENTING AND VENTING -1HRU ROOF OAD 1 I8x24 RA Filter Grlll BD VENTILATION AIR A/C DUCT WORK SPECIFICATIONS -SIZE/ROUND---- FLEXIBLE DUCT CLASS 1 FLEXIBLE DUCT WITH SILVER VAPOR JACKET. R-VALUE 6 MANUFACTURER:ATCO MODEL #036 SIZE/ROUND METAL DUCT ROUND GALVANIZED METAL SNAPLOCK PIPE WITH SILVER DUCT WRAP. R-VALUE = 6 MANUFACTURER: CERTAINTEED SOFTTOUCH SIZE/WxH DUCT RECTANGLE "TOUGHGARD" DUCT BOARD BLACK MAT R-VALUE = 6 MANUFACTURER: CERTAINTEED ALL DUCT SIZES LISTED ON PLANS ARE INSIDE DIAMETER AND ARE LISTED IN INCHES. ADD 3" TO EACH DIMENSION FOR OUTSIDE DIAMETER BALANCE DAMPER COLLAR - Ductwork BD Damper I B nce as p (BD) Collar -Crown Products 616-D or Equal ROOF CAP EQUAL TO "THE METAL SHOP" GRV4 4 0 BATHROOM EXHAUST FAN VENT THRU ROOF HVAC NOTES: GENERALNOTES 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS & THE FLORIDA BUILDING CODE 7th EDITION (2020) 2. MECHANICAL DRAWINGS ARE SCHEMATIC IN NATURE & ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL. THE HVAC CONTRACTOR SHALL INCLUDE THE FURNISHINGS O ALL LABOR AND MATERIALS TO COMPLETE THE AIR CONDITIONING, HEATING, AND VENTILATION SHOWN ON THE DRAWINGS TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: • PERMIT FEES • ALL AIR CONDITIONING EQUIPMENT • EXHAUST FANS • SUPPLY, RETURN, VENTILATION, & EXHAUST AIR DUCT WORK • SUPPLY AND RETURN DIFFUSERS AND REGISTERS, DAMPERS, WEATHERPROOF VENTILATION & EXHAUST LOUVERS • AIR FILTRATION; MINIMUM MERV-8 • THERMOSTATS, CO2 SENSORS, SHUT DOWN SWITCHES & RELATED CONTROL WIRING • EQUIPMENT SUPPORTS, HANGERS, & RACKS • CONDENSATE DRAIN PANS & PIPING • REFRIGERANT FIELD COPPER LINE SET & PIPING 3. ALL WORK SHALL BE PERFORMED BY A LICENSED HVAC CONTRACTOR CERTIFIED IN THE STATE OF FLORIDA. 4. THE HVAC CONTRACTOR SHALL VISIT THE JOB SITE, MEET WITH RELATED TRADES, & FAMILIARIZE THEMSELVES WITH ANY AND ALL CONDITIONS RELATED TO THEIR WORK. 5. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED. ANY CHANGES OR DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY ENGINEER OF RECORD. 6. AIR CONDITIONING AND HEATING EQUIPMENT SHALL NOT BE SIZED BASED ON A.R.I. CAPACITY RATINGS, BUT RATHER BASED ON SPECIFIC DESIGN CONDITIONS. 7. REVISIONS OR CHANGES FROM THESE PLANS THAT MAY BE REQUIRED BECAUSE OF CONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TO THE ENGINEER OF RECORD BY THE REQUESTING CONTRACTOR. FOR ANY QUESTIONS REGARDING LOAD CALCULATIONS ENERGY CALCULATIONS MECHANICAL DESIGN 8 O Q G , OR EQUIPMENT SELECTION PLEASE CONTACT DENNIS STRIDER, CALCS-PLUS, 121 TRIPLE DIAMOND BLVD, UNIT 16, NORTH VENICE, FL 34275, 941-488-1700 9. ALL ROUGHED -IN DUCTWORK AND OR ANY MECHANICAL OPENINGS SHALL BE COVERED AND PROTECTED DURING CONSTRUCTION TO MINIMIZE DUST CONTAMINATION INSIDE THE DUCTWORK AND MECHANICAL SYSTEM. MATERIALS SUCH AS DUCK MASK, RIGID FOAM INSULATION, DUCT BOARD OR OTHER MEANS ACCEPTABLE TO SEAL THE OPENINGS. GUINUEIVJAIE IJIJG HHKI;t 1 FOOT MINIMUM FROM BUILDING FOUNDATION OAD 1 I 0 �IIIIp Ilp CONDENSATE AND REFRIGERANT TL UNDER FLOOR GRA E PIPING RED E 1. DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH SECTION M603 OF THE 2020 FLORIDA BUILDING CODE. 2. AIR CONDITIONING DUCT SYSTEM MATERIALS SHALL BE BASED ON THE FOLLOWING: • FLEXIBLE DUCT WORK - BRAND - ATCO 40301 UL 181, CLASS 1 AIR DUCT WITH REINFORCED METALLIZED POLYESTER JACKET WITH WIRE HELIX ENFORCED AIR TIGHT INNER LINER. INSULATION SHALL BE R- 4. • RECTANGLE DUCT -GALVANIZED METAL DUCT WITH R-4 LINED INSULATION. 3. ALL DUCT SIZES LISTED ARE NET INSIDE DIMENSIONS. 4. ALL DUCTS AND PLENUMS SHALL BE MADE AIR TIGHT. DUCT WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF CHAPTER 13 OF THE 2020 FLORIDA BUILDING CODE. 5. DUCT LEAKAGE SHALL NOT EXCEED 5% OF THE RATED AIR HANDLER FLOW. 6. FLEXIBLE DUCT SHALL BE EXTENDED TO ITS FULL LENGTH. EXCESS DUCT MATERIAL IN A RUN SHALL BE LESS THAN 5%. 7. FLEXIBLE DUCT SHALL BE SUPPORTED AT MANUFACTURERS RECOMMENDED INTERVALS, BUT AT NO GREATER DISTANCE THAN 4 FEET. MAXIMUM PERMISSIBLE SAG IS 1/2" PER FOOT OF SPACING BETWEEN SUPPORTS. 8. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 716 OF THE 2020 FLORIDA BUILDING CODE. 9. DUCTS AND TRANSFER OPENINGS THAT PENETRATE FIRE RESITANT-RATED ASSEMBLIES AND ARE NOT REQUIRED BY THIS SECTION TO HAVE DAMPERS, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE 2017 FLORIDA BUILDING CODE. 10. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION M606 OF 2017 FLORIDA BUILDING CODE. CONDENSATE DISPOSAL 1. CONDENSATE DISPOSAL SHALL BE PROVIDED FOR EQUIPMENT AND APPLIANCES CONTAINING EVAPORATOR COILS. 2. CONDENSATE DRAIN SYSTEM SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 307.2.1 THROUGH 307.2.4 OF THE 2017 FLORIDA BUILDING CODE. 3. ALL PRIMARY CONDENSATE PIPING LOCATED WITHIN THE INSIDE OF THE BUILDING SHALL BE INSULATED TO PREVENT CONDENSATION FROM FORMING ON THE EXTERIOR OF THE DRAIN LINE. 4, MAIN AND EMERGENCY CONDENSATE DRAIN LINES SHALL BE SCHEDULE 40 PVC. 5. AUXILIARY DRAIN LINE CONNECTION AT THE EVAPORATOR DRAIN PAN SHALL INCORPORATE AN SAFETY CUT-OFF SWITCH. 6. AIR HANDLERS SHALL INCORPORATE AN EMERGENCY DRAIN PAN THAT IS PIPED TO A CONSPICUOUS LOCATION AT THE EXTERIOR OF THE BUILDING OR INCORPORATES A SAFETY CUT-OFF SWITCH. 7. SLOPE HORIZONTAL CONDENSATE DRAINS A MINIMUM OF 1/4" PER FOOT. 8. CONDENSATE SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, SIDEWALK, OR ANY OTHER LOCATION AS TO CAUSE A NUISANCE. IF NO APPROVED LOCATION IS AVAILABLE, THEN A DRY WELL SHALL BE INSTALLED. 9. ALL DRAIN LINES SHALL BE PROVED AND TESTED UPON EQUIPMENT START-UP. 10. ALL DRAIN LINE AND DRAIN PAN SAFETY CUT OFF CONTROLS SHALL BE TESTED UPON EQUIPMENT START-UP. SPLIT SYSTEM AIR CONDITIONING EQUIPMENT 1. CONDENSING UNIT SHALL BE INSTALLED AS PER SECTION 304.1 AND 304.2 OF THE 2017 FLORIDA BUILDING CODE. 2, CONDENSING UNIT SHALL BE LOCATED ON SLAB ON GRADE. TIE DOWN WITH FBC APPROVED HURRICANE STRAPS. 3. CLEARANCE AROUND NON SERVICE SIDES OF THE CONDENSING UNIT SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. CLEARANCE ABOVE THE CONDENSING UNIT SHALL COMPLY WITH MANUFACTURERS RECOMMENDATION AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. AIR HANDLERS SHALL BE INSTALLED AS PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE 2017 FLORIDA BUILDING CODE. 6. THE AIR HANDLER SHALL INCORPORATE A FILTER HOUSING WITH EASY ACCESS. THE FILTER COMPARTMENT SHALL NOT BE OBSTRUCTED IN ANY WAY BY THE REFRIGERANT PIPING, CONDENSATE PIPING, OR ANY OTHER ITEM WHICH MAY PREVENT REMOVAL AND INSTALLATION OF THE FILTER. 7. FILTERS SHALL BE LOCATED AT THE AIR HANDLER DIRECTLY BEFORE THE EVAPORATOR COIL. NO FILTER BACK: GRILLS SHALL BE USED UNLESS NOTED ON THE DRAWING. 8. CLEARANCE AROUND THE AIR HANDLER SHALL BE 4" FOR NON -SERVICE SIDES AND 36' FOR SERVICE SIDE. OUTDOOR AIR & EXHAUST AIR SYSTEMS 1. ALL EXHAUST DUCTS SHALL TERMINATE TO EXTERIOR ROOF CAP, SIDEWALL CAP, OR SOFFIT HOOD AS INDICATED ON THE HVAC PLANS. 2. EXHAUST FANS SHALL HAVE BACK DRAFT DAMPER INSTALLED. 3. EF #1 & EF #2 SHALL BE WIRED TO WALL SWITCH ON/OFF. 4. OUTDOOR AIR DUCT SHALL BE CONNECTED TO THE RETURN SIDE OF THE AIR STREAM AT THE RETURN AIR PLENUM. 5. OUTDOOR AIR DUCT SHALL INCORPORATE A MANUAL VOLUME BALANCE DAMPER AT THE RETURN AIR PLENUM FOR INTAKE BALANCE. 6. OUTDOOR AIR DUCT SHALL INCORPORATE A NORMALLY CLOSE 24 VOLT DAMPER(VAD). 7. VAD SHALL BE WIRED TO OPEN VIA CORRESPONDING CO2 SENSOR. 8. CO2 SENSOR SHALL OPEN VAD ON CO2 RISE AND CLOSE UPON CO2 FALL. SEE CO2 CONTROL SCHEDULE, 9. OUTDOOR AIR INTAKES SHALL HAVE INSECT SCREEN AT INTAKE CAP. 10. KEEP ALL VENTILATION AIR INTAKES A MINIMUM 10' FROM EXHAUST FAN TERMINATION POINTS AND SANITARY S=WER VENT OUTLETS. 11. KEEP ALL OUTDOOR AIR INTAKES AND EXHAUST VENTS T FROM OPERABLE OPENINGS INTO BUILDING AND 3' FROM PROPERTY LINES cc c 0 N CID d z Fy- F- J to z O U 06 IX W W z Z5 z W Q O fY A D 1 D W Z) z W � Q N fn o N C LU Q C W J a) 1Uj N C Q Q ULJ C) Ql V) J CY) N ILL W O N O rn� �fn wo z� 1 00 O Jdq LL fn U_ LLI W m OU h U00 Iti LL M W Q U_ z Q U LLI 2 g inject Number 2019-15 ate 11/23/2021 raven By RM hecked By DC FOR y Q. PAc/(gRO rJ.. AR10f1378 0, C go M 2 SPLIT AIR CONDITIONING SYSTEM SCHEDULE SEE EQUIPMENT SELECTION "A" TYPE TOTAL CAPACITY BTUH * 32,107 SENSIBLE CAPACITY BTUH 25,140 HEATING CAPACITY BTUH (47* ODT) 34,707 2 W F- MANUFACTURER CARRIER } U) SEER / HSPF 15.00 / 8.5 NOMINAL TONNAGE 3 AHRI NUMBER 9155179 DESIGNATION AHU-1 F- Z MODEL NO. FX4DNF0371_10 SUPPLY AIR CFM 1,100 OUTDOOR AIR (OA) CFM 65 Z J 0 Z ENTERING AIR TEMP. DB/WB 75/63 Q EXTERNAL STATIC PRESS. IN. W. G. 0.6" Q INDOOR FAN FLA 4.10 ELECTRIC HEAT KW 9.6 MCA/MOCP 59 / 60 DESIGNATION CU-1 MODEL NO. 25HBC536AO03 Z COMPRESSOR R.L.A. ! L.R.A. 16.8 / 75 OUTDOOR FAN FLA 0.6 W OUTDOOR DESIGN TEMP. DB 95 MCA / MOCP - 21.6 / 35 Z O 1 ELECTRIC SERVICE 208/230/1/60 U "EQUIPMENT OUTPUT IS BASED ON MANUFACTURER'S EXPANDED PERFORMANCE TABLES USING INDOOR CONDITIONS OF 75 DEGREES AND 63 DEGREE WET BULB. EQUIPMENT SELECTION: THE EQUIPMENT SCHEDULE SHOWS SEVERAL SPLIT SYSTEMS TO CHOOSE FROM. EQUIPMENT SELECTION SHALL BE BASED ON LOCATION, ORIENTATION AND THE 2020 FLORIDA BUILDING CODE - ENERGY CONSERVATION. iVAC LOAD CALCULATIONS WERE BASED ON SIX LOCATIONS IN FLORIDA. EXHAUST FAN SCHEDULE DESIGNATION EF#1 FAN TYPE CEILING DRIVE TYPE DIRECT AIR FLOW CFM 50 STATIC PRESS. IN. W.G. 0.25 NOISE(SONES) 0.7 ELECTRIC SERVICE 120/1/60 MAX AMPS .14 MANUFACTURER PANASONIC MODEL NO. FV-05-11VKS1 CONTROL 3 SPEED SETTINGS AND CONTROL 1. SET TO 50 CFM. 2. STANDARD ON/OFF WALL SWITCH WITH MOTION SENSOR OPTION CONDENSING UNIT MOUNTING DETAIL 1' MINIMUM CLEARANCE 1"x4"x1.25" STEEL CONDENSER TIE WALL DOWN CLIP. 1/4" TEK SCREWS ANCHORED TO UNIT PER MANUFACTURER'S SPECIFICATIONS. 2" TAPCON ANCHOR TO CONCRETE SLAB. 4" CONCRETE SLAB TOTAL OF 4 CLIPS. 1 PER SIDE. MANUFACTURER-DIVERSITECH OR MUST BE FBC a APPROVEDODUCT Pensacola _ Gainsville AP, Florida . Front door Supply Sens m Lat .: Net Rec' Front door Su I ' PP Y Sens Lat Not Rec Faces ­!0FM iGain Gain . Tons Tons Faces' CFM Galn . ;Gain Torts Tons South 871 `•23,296 6,9$0 2t52 2.59 South 824 22,172 6,524. 2.39.' 2A6 Southwest .; . ; 919; *24,367 *6,9W . *2.61 *2.71 Southwest *873 *23,255.. 6,524 *2:48 ?IZ58 West 913 24,228 6,981 2.60 2.69 West 867 23,127 6,516 ° 2.47; 2.57 Northwest:. ~914 24,254 11 2.60 2.69 Northwest 869 23,156 6,512. 2=47 2.57 (oath 87'1' 23,296 6,980:° 2.52 2.59 ; North 820. 22,100 *6,527.: 2.39 2.46 Northeast 898 23,890 6, 82 2.57 2.65._ Northeast 851. 22177$' 8,526 2.44! 2.53 East 895 23,846 6,988 2:57 2.65 ` Easf `. 848 . 22,715 6,526 ! 2:44 2.52 Southeast 897 23,884 6,983: 2.57 2.65 Southeast '' 852 : 22,801. fi,523 2.44! 2,53 Jk'ksonville AP Florida Orlando AP, Florida Feoht.door, : Supply' Sens La _.. Net Rec Front door'. ,Supply Sens Lit Neti Rec Faces. CFM Gain Gain Tons Tons Faces CFM Gain Gain Tons Tons South 840 22,741 6,390 : 2.43 2.53 South 840 22,700 5,930 .' 2.39 2.52 Southwest *887 *23,779 6,379. *2.51 *2.64 Southwest° . *890 *23,791 5,930 *2.48 *2:64 West 883 23,705 6,388 2.51 2.63 West 885 23,669 5,922 2.47: 2.63 Northwest l 8$5 23,728 6,385 :. 2.51 2i64v Northwest $89 23,768 5,932 2.47 2.64 North 884 22,605 6,376 2.42 2,51 North 839 22,673 *5,933 2.38 2.52 Northeast 867 23,348 *61393 2.48 2:59 Northeast 868 23,300 5,928 2.44 2.59 East 861' 23,202 6,376 2.46 .2.58 East ; 866" 23,259 5,932 243 2.58 Southeast 868 23,365 6,391., 2.48 2.60 Southeast 869 23,330 5,924 2.44 2.59 Fort Myers AP: Florida : Miaml AP,: -..: Florida Fronf door 5uppiy Sens Lat Net Rec: Front door . Supply Sens ".' Lat Net' Rec Faces. CFM Gain Gain Tons Tons Faces C 'Mi Gam Gain . Tons Tons South . 837 22,700 6,397 242 Zui South 832 22,211 6,763 . 2.41 2.47 Sou#hwest 886 23,756 6,383. 2.51 2.64 ! Southwest:: 878 . ` 3,237 s,752. 2.50 2.58 West 883 23,710 6,38$ 2,51 2,63 West 875 23,174 6,762 2.49 2:57 Northwest. *886 * 23,761 6,382 '.. * 2.51 *2164 Northwest *879 *23,252 6,761. *2.50 *2.58 North.. 837 ;.: 22,698. *6,397 242 2.52 North 832 22,211; 6,763 2:41... Northeast 865 23,30$ 6,391 ' 2 47 2.59 ` Nartheast 858. 22,$02 6161 2.4t Z53 East 861 23,198 6,3777' ' 246 2:58 ! East . 854 .? 22,689 . '.: 6,751 ' 2,45 2.52 Southeast 868 23,375 .. 6,391 2 48 2,60 Southeast' 860 22,841. ' 6,7i . 2.47 2.54 GRADE LEVEL VENTILATION AIR CALCULATION ASHRAE 62.2-2010 - CHAPTER 4 REFERENCE TABLE 4.1 OCCUPANCY CATEGORY - RESIDENTIAL Rp 7.5 CFM/COMBINED OUTDOOR AIR FLOW RATE Pz 5 OCCUPANTS Re .01 CFM/FTA2 - ZONE OCCUPIABLE AREA Az 2,039 FTA2 - ZONE OCCUPIABLE AREA Vbz 44.80 CFM, BREATHING ZONE CA FLOW Ez 1.0 ZONE AIR DISTRIBUTION EFFECT Voz 57 MINIMUM REQUIRED ZONE OUTDOOR AIR FLOW `OUTSIDE AIR REQUIREMENTS ARE IN ACCORDANCE WITH FLORIDA MECHANICAL CODE 2014 AND ASHRAE 2014-62.2, VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY OAD-1 OUTDOOR AIR DAMPER OUTDOOR AIR DAMPER TO BE EQUAL TO HONEYWELL EARD-6 DAMPER SHALL OPEN ONLY WHEN CONDENSING UNIT IS OPERATING BALANCE OUTDOOR AIR TO 57 CFM. AIR DIFFUSER & DESCRIPTION PE- ONE WAY SUPPLY 1 W �- TWO WAY SUPPLY 2W �-� THREE WAY SUPPLY 3W FOUR WAY SUPPLY 4W SIDEWALL SUPPLY J CEILING MOUNT i RETURN DIFFUSER RA ��. SIDEWALL RETURN INCLUDE MERV 10 FILTER SOFFIT MOUNT OUTDOOR AIR INTAKE OAI I INCLUDE MERV 8 FILTER DRYWELL DETAIL CONCRETE COVER W/ MARKER CAST -IN STEEL HANDLE --GRADE -III-III III III _ -III-III-III -III- ( CONDENSATE DRAIN -III CLEANE LOOSE PEA GRAVEL III- IIIIIIIIIIIII- -� DIA X HIGH 11 24" 30" 1l-III-1 12"+- CONCRETE PIPE _ I I I o ,00 e oa°a= 08 II III II_III sae -I III -II III Il�ooa�=�ovoee III III- III=1 III=1 .Q> 2 o -1 -III- 12"+- - 1=1 I a e I III III -III I H HVAC DIFFUSER SPECIFICATIONS SUPPLY DIFFUSER - CEILING MANUFACTURER: AIRGUIDE MODEL: CBHML-(1,2,3,4)ME DESCRIPTION: WHITE ALUMINUM ADJUSTABLE CURVED BLADE WITH PARALLEL BLADE DAMPER SUPPLY DIFFUSER - SIDEWALL MANUFACTURER: AIRGUIDE MODEL: VML-ME DESCRPTION: WHITE ALUMINUM SINGLE DEFLECTION WITH PARALLEL BLADE DAMPER RETURN DIFFUSER - CEILING/SIDEWALL MANUFACTURER: AIRGUIDE MODE.: RA DESCRIPTION: WHITE ALUMINUM 38* BLADE/NON-FILTER BACK RETURN DIFFUSER - CEILING/SIDEWALL MANUFACTURER: AIRGUIDE MODEL: RF-2 DESCRIPTION: WHITE ALUMINUM 38* BLADE/FILTER BACK *FOR RANGE HOOD MAKE-UP AIR DIFFUSER. PROVIDE PERMANENT WASHABLE FILTER. STANDARD DIFFUSER TAG LEGEND DIFFUSER SIZE LISTED IN INCHES DESCRIPTION LENGTH x WIDTH 1 W 24x24 200�-- DESIGN AIRFLOW C RETURN AIR GRILL PLENUM 12"0 or Larger Ductboard Minimum R-4 Insulation ........... : ���������-� Return Air Grill RETURN DUCTS 12"0 OR LARGER SHALL TERMINATE AT A PLENUM STYLE REGISTER BOX 2 co 0 C O U N 0 d z H Z Q J W 7 N Z Z Z O w p� CD G �' i W g L W W (6 N Z_ Z Q Z o Q CD m Z U) LU J , J DOO D DoW J W N 0 O O N � W O I W V U) Z �Ll) m 00 O O rM J >J IL m LL Lr) 0 N W L J_ H W p Da O tii LO F- ' W W =W M 0 U Q U 2 Project Number 2019-15 Date 11/23/2021 Drawn By RM Checked By DC FOR CONSTRUCTION I M-3 i'I�'t$[" 1pIktI `E 45N j [ a 8SE El E3 tR'n.v0titl; , t,jq g�C r ) HOSE BIBB 1511", Dr 01 .]If:l i p §' 4 1 I HOSE �i SIBS NOTE: CONTRACTOR TO VERIFY EXACT LOCATION FOR BACKFLOW PREVENTER 3 ! AND WATER METER AT SITE. I" RPZ WATER PLAN eACKFLOW PREVENTER WM 1"WATER PLUMBING NOTES. METER 1. PLUMBING WORK SHALL BE DESIGN BUILD BY PLUMBING SUBCONTRACTOR AND RISER DIAGRAM SHALL BE REVIEWED AND SUBMITTED AS REQUIRED BY PERMITTING. 2. PLUMBING CONTRACTOR SHALL BE LICENSED AND RESPONSIBLE TO MEET ALL APPLICABLE REQUIREMENTS BY CODE 3. ALL PLUMBING FIXTURES AND PIPING SHALL CONFORM TO THE LOCAL PLUMBING CODES. 4. HOT WATER HEATER TO BE ELECTRIC AND MEET REQUIREMENTS OF ENERGY STAR REFERENCE HOME WITH MIN. EF=0.95. 5. INSULATE PIPES WITH MIN. R-4 PIPE INSULATION 6. USE WATER -CONSERVING FIXTURES MEETING THE FOLLOWING REQUIREMENTS: A. TOILETS 1.28 GPF B. SHOWERHEADS 2.0 GPM C. KITCHEN FAUCETS 2.0 GPM D. BATHROOM FAUCETS 1.5 GPM E. ALL PLUMBING FIXTURES SHALL BE WATERSENSE. WATER CLOSETS MUST HAVE A MINIMUM MAP RATING OF 600. 7. VERIFY FIXTURES AND LOCATIONS WITH ARCHITECTURAL PLAN AND OWNER. 8. VERIFY ALL APPLIANCES/EQUIPMENT (HVAC, WATER HEATERS, EXHAUST FANS, ETC.) IN BID 9. PROVIDE SERVICE CONNECTIONS 10. VERIFY HOT WATER HEATER LOCATIONS AND PROVIDE PLASTIC DRAIN/DRIP PAN WITH DRAIN TO EXTERIOR 11. VERIFY HOSE BIB LOCATIONS (MIN. 2 EXTERIOR HOSE BIBS) 12. PROVIDE "NO -DRIP" SUPPLY/DRAIN @ WASHER 13. PROVIDE ACCESS PANELS TO TUB/SHOWER UNITS 14. PERFORM ALL TESTS BEFORE INSULATION AND BACKFILLING 15. PROVIDE ALL CLEAN OUTS, VACUUM BREAKERS AND OTHER COMPONENTS REQUIRED BY CODE WHETHER SHOWN ON DRAWING OR NOT, 16. SHUTOFF VALVES SHALL BE REQUIRED ON EACH FIXTURE SUPPLY PIPE TO EACH PLUMBING APPLIANCE AND TO EACH PLUMBING FIXTURE OTHER THAN BATHTUBS AND SHOWERS. VALVES SERVING INDIVIDUAL PLUMBING FIXTURES, PLUMBING APPLIANCES, RISERS AND BRANCHES SHALL BE ACCESSIBLE. 17. ALL SINKS AND LAVATORIES TO BE PROVIDED HOT AND COLD WATER 18. ALL PENETRATIONS THROUGH ROOF SHALL BE FLASHED USING DEKTITE PIPE FLASHING OR EQUAL AND DEKTITE RUBBER BOOT OR EQUAL 19. ALL PIPING IN UNINSULATED AREAS AND EXPOSED TO EXTERIOR SHALL BE INSULATED 20. PLUMBING SUBCONTRACTOR SHALL PROVIDE AND INSTALL DRAIN LINES FOR ALL HVAC TO THE NEAREST PLUMBING LINES AND VERIFY LOCATION OF ALL EXISTING UTILITY LINES. (WATERS, SEWER, GAS, ETC.) 21. ALL DRAIN LINES SHALL HAVE WATER SEAL TRAPS AND EACH FIXTURE GROUP VENTED. 22. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 40 PVC DWV PIPE AND FITTING. MINIMUM SLOPE OF SANITARY SEWER LINE SHALL BE .004 PER FOOT. 23. CONTRACTOR SHALL PROVIDE CLEAN OUT LOCATIONS, TIE-IN LOCATIONS, AND WATER AND SEWER LINE LOCATIONS ON SITE TO PERMIT DEPARTMENT FOR REVIEW. SANITWI 3 1/4" 7- 1' 4" CONNECT TO THE EXISTING SANITARY LINE, CONTRACTOR TO VERIFY EXACT SIZE AND LOCATI&I @ SINK CONNECT TO THE EXISTING SANITARY D W LINE, CONTRACTOR TO VERIFY EXACT A.A.V. SIZE, LOCATION, AND DIRECTION OF FLOW AT SITE KITCHEN CO SINK 3„ i \ \ 2" 3" V.T.R. / \\ 2„ i 2„ \ 2,� / 3„ / 3„ IA, 3„ LAV CO 2 CO 3" SHOWER 3" 4„ WC 2„ 2„ COIII TUB 3„ LAV WASHER 3„ CO 4 CO 3" 2" 1 PLUMBING RISER DIAGRAM 3" hyle, 0 C Q U Q1 0 Z V/ I- r J W 7 U) � Z W C) Q r N 08 U) O t` C _J W g LU W LL (n N Z_ U Z Q Z o W Z fn cc)O J W W N O � co O G' N 5 0 U)Z LU .. 0 ❑M J >J LL M LL LIJ LU ®a m U H LO� io O Z J CW C J 0- Project Number 2019-15 Data 11 /23/2021 Drawn By ZP Checked By IP FOR CONSTRUCTION OF 78 ;h : G �i fi"'III ` loridal P-1 GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, SHOP DRAWINGS AND SPECIFICATIONS. 2. CONSTRUCTION SHALL FOLLOW THE 2020 FLORIDA BUILDING CODE, 7th EDITION, THE 2020 FLORIDA RESIDENTIAL CODE, 7th EDITIONS, AND ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS AND REGULATIONS. BUILDING CODE SHALL TAKE PRECENDENCE OVER DRAWINGS IF CONFLICT EXISTS. 3. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, "REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL DIMENSIONS AND FIT -UP OF THE STRUCTURE, INCLUDING VERIFYING ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE COMMENCING WORK. 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING ANY WORK. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECT'S DRAWINGS BEFORE STARTING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN PLACEMENT, MAINTENANCE, ETC. OF ANY AND ALL SHORING, BRACING, TIE BACKS, ETC, NEEDED TO SUPPORT ANY PART OF THE NEW OR EXISTING CONSTRUCTION DURING THE ENTIRE CONSTRUCTION PROCESS TO ENSURE THE SAFETY AND INTEGRITY OF THE STRUCTURE UNTIL THE NECESSARY PERMANENT ELEMENTS ARE IN PLACE. 8. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR EXACT LOCATION OF ALL DEPRESSIONS, SLOPES, OPENINGS, PENETRATIONS, ETC. PENETRATION THROUGH BEAMS OR OPENINGS IN STRUCTURAL ELEMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. 9. UNLESS NOTED OTHERWISE; DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 10. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO POURING CONCRETE FOUNDATIONS IN ORDER TO SCHEDULE A PRE -POUR INSPECTION BY THE ENGINEER. THE CONTRACTOR SHALL NOT POUR CONCRETE UNTIL THE PRE -POUR INSPECTION HAS BEEN COMPLETED AND THE REPORT PROVIDED INDICATING THAT NO DEFICIENCIES WERE OBSERVED IS PROVIDED TO THE CONTRACTOR, IF DEFICIENCIES ARE OBSERVED THAT REQUIRE ADDITIONAL INSPECTIONS, SUCH ADDITIONAL INSPECTIONS SHALL BE PAID FOR BY THE CONTRACTOR. 11. CONTRACTOR SHALL NOTIFY THE ENGINEER AT COMPLETION OF INSTALLING FRAMING STRAP CONNECTIONS TO FOUNDATION FRAMING, FLOOR FRAMING, WALL FRAMING, & ROOF FRAMING. THE CONTRACTOR SHALL NOT COMPLETE CONSTRUCTION UNTIL THE FRAMING INSPECTION HAS BEEN COMPLETED AND THE REPORT INDICATING THAT NO DEFICIENCIES WERE OBSERVED IS PROVIDED TO THE CONTRACTOR. DESIGN CRITERIA: BUILDING CODE: 2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDITION ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES 2020 FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION 1. DESIGN GRAVITY LOADS: • FIRST FLOOR DL = 20 PSF LL = 40 PSF • UNINHABITABLE ATTIC WITH LIMITED STORAGE LL = 20 PSF BALCONIES (EXTERIOR) AND DECK LL = 40 PSF GUARDS AND HANDRAILS LL = 200 PSF GUARD IN -FILL COMPONENTS LL = 50 PSF ROOMS OTHER THAN SLEEPING ROOMS LL = 40 PSF SLEEPING ROOMS LL = 30 PSF STAIRS LL = 40 PSF • ATTIC DL = 10 PSF LL = 20 PSF ROOF DL = 20 PSF LL = 20 PSF 3. WIND LOADS (ASCE 7-16) • ULTIMATE WIND SPEED = 180 MPH • NOMINAL WIND SPEED= 139 MPH • RISK CATEGORY = II • WIND EXPOSURE CATEGORY = C FOUNDATION NOTES: 1. PLACE FOOTINGS ON UNDISTURBED SOIL, NOTIFY THE ENGINEER IF "SOFT SPOTS", UNDERGROUND OBSTRUCTIONS, OR ANY UNUSUAL CONDITION IS ENCOUNTERED DURING STRIPPING, EXCAVATION OR FILLING. 2. GRADE BEAMS MAY BE EARTH FORMED PROVIDED DIMENSIONAL TOLERANCES LISTED IN ACI 117-90 ARE ADHERED TO. 3. PLACE 10 MIL WATERPROOF MEMBRANE BENEATH ALL INTERIOR SLABS AND GRADE BEAMS. LAP 12" TO ACCOMMODATE CONCRETE POURING DIRECTION CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 201 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BULIDINGS 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 5" SLUMP 3. CONCRETE SHALL BE NORMAL WEIGHT OF 150 LBS. PER CUBIC FOOT AND SHALL CONFORM TO THE LATEST ACI 301 SPECIFICATION. 4. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. 5. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C33. 6. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, WELDED WIRE FABRIC (WWF) SHALL BE IN ACCORDANCE WITH ASTM 185, WIRE SHALL CONFORM TO ASTM A82. 7. REINFORCING STEEL SHALL BE SPLICED WITH A CLASS "B" SPLICE IN ACCORDANCE WITH THE CURRENT ACI 318. 8. REINFORCING FABRIC ON GRADE SHALL BE CHAIRED WITH 3000 PSI CONCRETE BRICKETTES SPACED TO ADEQUATELY SUPPORT THE REINFORCING, BUT NOT GREATER THAN T-0" O.C. EACH WAY. LAP ALL FABRIC ONE WIRE SPACING PLUS 6 INCHES. 9. PROVIDE A 90 DEGREE HOOK ON ALL TOP REINFORCEMENT IN ALL BEAMS AT DISCONTINUOUS ENDS AND LAP SPLICE 30 BAR DIAMETERS AT MID SPAN. CONTINUOUS BOTTOM BARS SHALL BE LAP SPLICED 6" AT CENTER OF SUPPORT. 10. EXCEPT AS NOTED OTHERWISE WHERE CONTINUOUS REINFORCING IS SPECIFIED, HOOK BARS AT NON -CONTINUOUS ENDS, LAP BARS AS INDICATED BELOW: A. #3 1'4' B. #4 V-8" C. #5 2'-2" D. #6 2'-5" E. #7 S-6" 1. PROVIDE TWO (2) #5, 4'-0" LONGER THAN OPENING DIMENSION ON ALL SIDES OF OPENING IN SLAB 2. PROVIDE THE FOLLOWING COVER FOR REINFORCING: A. FOOTINGS AND GRADE BEAMS: 3" B. FORMED SURFACES EXPOSED TO SOIL: 3" C. BEAMS, COLUMNS, AND WALLS: 1 1/2" D. SLABS: 11/2" 3. DO NOT PENETRATE OR MAKE HOLES OR OPENINGS THROUGH FOUNDATION AND/OR FOOTINGS WITHOUT ENGINEER'S APPROVAL. 4. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" CONCRETE MASONRY UNIT NOTES: 1. PROVIDE HOLLOW CONCRETE MASONRY UNITS MEETING ASTM C90, LIGHTWEIGHT, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA FOR INDIVIDUAL UNITS. 2. CMU MORTAR SHALL MEET ASTM C270, TYPE 'M' OR'S', AND HAVE A COMPRESSIVE CUBE STRENGTH OF 1800 PSI AT 28 DAYS. 3. CMU GROUT, POURED OR PUMPED, SHALL MEET ASTM C476, AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PS 4. REINFORCING BARS SHALL MEET ASTM A615, GRADE 60, JOINT REINFORCING SHALL MEET ASTM A82. 5. REINFORCED MASONRY WALLS SHALL HAVE A MINIMUM FM = 2000 PSI. 6. REINFORCEMENT SHALL BE HELD IN PLACE PRIOR TO GROUTING WITH WIRE POSITIONERS SPACED AT INTERVALS NOT EXCEEDING 192 REINFORCING BAR DIAMETERS FOR 10 FEET. ADDITIONAL POSITIONERS SHALL BE PLACED AT ALL REINFORCING BAR SPLICES. 7. PROVIDE DOWELS FOR CMU WALL CONNECTION TO CONCRETE BEAMS AND SLABS AND FOOTINGS, SEE DETAILS. LAP DOWELS T-O" (MIN.) WITH VERTICAL BARS. 8. CMU TO BE LAID IN RUNNING BOND PATTERN. 9. GROUT PLACEMENT SHALL CONFORM TO TABLE 5 OF ACI 530.1/ASCE 6/TMS 602; HOWEVER, THE MAXIMUM GROUT POUR HEIGHT SHALL NOT EXCEED 8 FEET AND THE MAXIMUM HEIGHT WHICH GROUT IS PLACED IN ONE CONTINUOUS OPERATION (GROUT LIFT) SHALL NOT EXCEED 4 FEET. THERE SHALL BE A MINIMUM OF 1 HOUR SETTING TIME BETWEEN EACH GROUT LIFT. 10. THE TOP OF EACH GROUT POUR SHALL BE 1" BELOW THE BED JOINT. 11. REINFORCEMENT, REBAR POSITIONERS, AND TIES SHALL BE PLACED PRIOR TO GROUTING. 12. CONTRACTOR SHALL DESIGN, FABRICATE, AND INSTALL BRACING THAT WILL ASSURE THE STABILITY OF THE MASONRY DURING CONSTRUCTION. 13. ALL CONCRETE MASONRY WORK SHALL CONFORM TO TMS 402-16 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND TMS 602-16 SPECIFICATION FOR MASONRY STRUCTURES. 14. REINFORCING BARS SHALL HAVE A MASONRY COVER NOT LESS THAN THE FOLLOWING: A. MASONRY FACE EXPOSED TO EARTH OR WEATHER: 2 INCHES FOR BARS LARGER THAN NO. 5; 1.5 INCHES FOR NO. BARS OR SMALLER B. MASONRY NOT EXPOSED TO EARTH OR WEATHER: 1.5 INCHE 15. EXCEPT AS NOTED OTHERWISE WHERE CONTINUOUS REINFORCING IS SPEC FIED, HOOK BARS AT NON -CONTINUOUS ENDS, LAP BARS AS INDICATED BELOW: A. #3 V-5 B. #4 2' 6" C. #5 3'-10" D. #6 4'-4" E. #7 7'-3" WOOD FRAMING NOTES: 1. WOOD FRAMING FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WI H THE REQUIREMENTS OF THE 2020 FLORIDA BUILD CODE (FBC), THE 2020 FLORIDA RESIDENTIAL CODE (FRC) AND SHALL CONFO 2M TO THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE- AND TWO-FAMILY DWELLINGS, 2001 EDITION AND THE PLY OOD DESIGN SPECIFICATIONS BY THE APA. ALL WC FRAMING CONNECTORS, STRAPS, AND TIE -DOWNS SHALL BE USED IN ADDITI DN TO AND CONJUNCTION WITH THE REQUIREMENT: STATED ABOVE. THE DESIGN AND NOTES BELOW ALSO COMPLY WITH THE WOOD FRAMING NOTES FOR SPECIFIC REQUIREMNTS MEETING FLORIDA BUILDING CODE (FBC) SECTIONS 2314-2330 RELATED TO WOOD CONSTRUCTION IN HIGH VELOCITY HURRICANE ZONES (HVHZ) 2. FRAMING LUMBER OF ALL SILLS, GIRDERS, AND HEADERS OF & SUPPORTING LOAD BEARING WALLS SHALL BE SOUTHERN PINE GRADE MARKED AND KILN DRIED, NO. 1 OR BETTER. ALL OTHER FRAMING LUMBER SHALL BE SOUTHERN PINE GRADE MARKED AND KILN DRIED, NO. 2 OR BETTER. ALL MEMBER PIECES, ENDS, JOINTS, OR SPLICES SHALL BE OVER SUPPORTS UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE MULTIPLE PIECES OF LUMBER OR MANUFACTURED WOOD PRODUCTS USED TO FORM BEAM OR HEADER MEMBERS SHALL BE ATTACHED TOGETHER WITH 2 ROWS OF 12d NAILS SPACED AT 12" FOR PIECES UP TO 12" DEEP. ALL OTHER PIECES SHALL HAVE 3 ROWS OF 12d NAILS AT 12". 4. OPENINGS IN EXTERIOR WOOD -FRAMED WALLS SHALL HAVE THE FOLLOWING MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH JAMB AS PER TABLE 3.23c IN THE WFCM: A. OPENINGS LESS THAN 4'-0": 2 STUDS B. OPENINGS 4'-O" TO 6'-0": 3 STUDS C. OPENINGS 6'-0" TO 10'-0": 4 STUDS D. OPENINGS LESS THAN 4'-0": 2 STUDS *ALL MULTIPLE STUDS SHALL BE CONNECTED TOGETHER WITH TWO ROWS OF NAILS SPACED AT 8" O.C. 5. UNLESS SHOWN OTHERWISE ALL OPENINGS IN WALLS SHALL HAVE HEADERS CONSISTING OF A MINIMUM OF TWO (2) 2x12's OR THREE (3) 2x1Us. 6. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS AND PROVIDE FULL DEPTH BLOCKING FOR ALL FLOOR JOISTS @ 8'-0" O.C. MAX. 7. PRESSURE TREATED (PT) WOOD SHALL BE TREATED WITH ACQ TO A MINIMUM RETENTION OF 0.40 LBS./CU. FT. IN ACCORDANCE WITH AWPA. PROTECTION OF WOOD AND WOOD -BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 PER FRC 317 INCLUDING ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, JOISTS WITHIN 12". FROM GRADE, AND SHEATHING, SIDING, AND FRAMING WITHIN 6" FROM GRADE. AND CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. 8. WOOD MEMBERS (INCLUDING PLYWOOD SHEATHING OR BRACING) SHALL BE CONNECTED OR FASTENED WITH STEEL NAILS, SCREWS, OR BOLTS. NO STAPLES WILL BE PERMITTED. ALL WOOD CONNECTIONS SHALL BE IN ACCORDANCE WITH THE FASTENING SCHEDULE OF THE 2020 FRC AND ALL CONNECTORS SHALL MEET FBC TABLE 2324.1. 9. JOIST AND BEAM HANGERS, HURRICANE CLIPS, AND OTHER TIES, ANCHORS, OR CONNECTORS SHALL BE AS MANUFACTURERED BY SIMPSON STRONG -TIE CO., INC. OR APPROVED EQUALS AND SHALL BE ATTACHED WITH NAILS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER. ALL HANGERS, CLIPS, CONNECTORS, ANCHORS, TIES, ETC. SHALL BE GALVANIZED. ALL SUCH UNITS THAT WILL BE EXPOSED TO WEATHER, IN CONTACT WITH EARTH, WATER, OR CONCRETE, OR BELOW THE FIRST FLOOR LEVEL SHALL RECEIVE THE SIMPSON 7-MAX"TRIPLE ZINC COATING OR APPROVED EQUAL. ALL HANGERS SHOWN ARE IN ADDITION TO THE REQUIRED FASTENERS BY FLORIDA RESIDENTIAL CODE. 10. UNLESS SHOWN OTHERWISE ALL PLYWOOD WALL SHEATHING SHALL BE 5/8" THICK. WALL SHEATHING SHALL BE CONTINUOUS OVER THREE OR MORE SUPPORTS AND SHALL BE NAILED TO SUCH SUPPORTS WITH BD COMMON NAILS. NAIL SPACING SHALL NOT EXCEED 6-INCHES (152 MM) ON CENTER AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4-INCHES (102 MM) ON CENTER AT CORNER STUDS, IN ALL CASES, 11. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL HORIZONTAL JOINTS. 12. UNLESS SHOWN OTHERWISE ALL PLYWOOD FLOOR SHEATHING SHALL BE APA RATED 48/24, 3/4" THICK AND FASTENED WITH GLUE AND 10d COMMON NAILS SPACED AT 6" O.C. MAX. ALONG SUPPORTING MEMBERS AT THE EDGES OF EACH SHEET AND 12" O.C. MAX. ALONG SUPPORTING MEMBERS ON THE INTERIOR OF EACH SHEET. 100% Or ALL SEALANTS USED ARE 5 250 GIL AND ADHESIVES 5 70 GIL. 13. THE TOP PLATE OF STUD BEARING WALLS SHALL BE DOUBLED AND LAPPED AT EACH INTERSECTION OF WALLS AND PARTITIONS. 14. CORNERS OF STUD WALLS AND PARTITIONS SHALL BE FRAMED SOLID BY NOT LESS THAN THREE STUDS. 15. STUDS, OTHER THAN END -JOINTED LUMBER, SHALL BE SPLICED ONLY AT POINTS WHERE LATERAL SUPPORT IS PROVIDED. 16. STUD WALLS AND PARTITIONS CONTAINING PIPES SHALL BE FRAMED TO GIVE PROPER CLEARANCE FOR THE PIPING. 17. WHERE WALLS AND PARTITIONS CONTAINING PIPING ARE PARALLEL TO FLOOR JOISTS, THE JOISTS SHALL BE DOUBLED AND MAY BE SPACED TO ALLOW VERTICAL PASSAGE OF PIPES. 18. WHERE VERTICAL PIPE POSITIONS NECESSITATE THE CUTTING OF PLATES, A METAL TIE NOT LESS THAN 1 INCH BY 1/8 INCH (25 MM BY 3 MM) SHALL BE PLACED ON EACH SIDE OF THE PLATE ACROSS THE OPENING AND NAILED WITH NOT LESS THAN TWO 16D OR THREE 8D NAILS AT EACH END. PRE-ENGINEERED WOOD TRUSS NOTES: 1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ANSI/TPI 1, NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION AND THIS SPECIFICATION. WHERE ANY APPLICABLE DESIGN FEATURE IS NOT SPECIFICALLY COVERED BY ANSI/TPI 1 OR THIS SPECIFICATION, DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF ANSI/AWC NDS - NATIONAL DESIGN SPECIFICATION® (NDSE) FOR WOOD CONSTRUCTION, AND ALL APPLICABLE LEGAL REQUIREMENTS. 2. TRUSSES SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF THE BCSI: GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES JOINTLY PRODUCED BY THE STRUCTURAL BUILDING COMPONENTS ASSOCIATION (SBCA) AND THE TRUSS PLATE INSTITUTE (TPI) AND THE 2020 FRC AND SHALL COMPLY WITH FBC SECTION 2319.17.2 PREFABRICATED WOOD TRUSSES. 3. TRUSS MANUFACTURER SHALL FURNISH TRUSS DESIGN DRAWINGS PREPARED IN ACCORDANCE WITH ALL APPLICABLE LEGAL REQUIREMENTS. 4. THE TRUSS MANUFACTURER SHALL FURNISH A TRUSS PLACEMENT DIAGRAM WHICH SHALL PROVIDE AT A MINIMUM THE LOCATION ASSUMED FOR EACH TRUSS BASED ON THE TRUSS MANUFACTURER'S INTERPRETATION OF THE CONSTRUCTION DOCUMENTS 5. THE TRUSS MANUFACTURER SHALL SUBMIT THE TRUSS SUBMITTAL PACKAGE TO THE BUILDING DESIGNER AND/OR THE LOCAL BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO THE MANUFACTURING OF THE TRUSSES. 6. THE DESIGN, CONFIGURATION, LAYOUT, SPACING, ETC OF ALL TRUSSES SHALL BE COORDINATED BY THE CONTRACTOR AND THE TRUSS DESIGNER WITH THE MECHANICAL EQUIPMENT, DUCTWORK, AND ALL ARCHITECTURAL DRAWINGS. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE TRUSSES FOR REVIEW BY THE ENGINEER. THE SHOP DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS OF DRAWINGS IN FIELD PRIOR TO COORDINATION OF THE DESIGN, CONFIGURATION, LAYOUT, SPACING, ETC OF ALL TRUSSES BY THE CONTRACTOR AND THE TRUSS DESIGNER. 9. CONTRACTOR TO CONFIRM UPLIFT ON TRUSSES DO NOT EXCEED THOSE SPECIFIED BY THE STRUCTURAL DRAWINGS. SITE PREPARATION NOTES: 1. AFTER DEMOLITION OF THE EXISTING STRUCTURE AND REMOVAL OF ITS ENTIRE FOUNDATIONS AND DEBRIS, THE LOCATION OF ANY EXISTING CONFLICTING UNDERGROUND UTILITY LINES WITHIN THE CONSTRUCTION AREA SHOULD BE ESTABLISHED. PROVISIONS SHOULD BE MADE TO REMOVE OR RELOCATE ANY INTERFERING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ABANDONED UTILITIES SHOULD BE REMOVED OR GROUTED TO REDUCE THE POSSIBILITY OF SUBSURFACE EROSION THAT COULD RESULT IN FUTURE SETTLEMENT, EXCAVATIONS RESULTING FROM THE REMOVAL OF ANY INTERFERING UTILITIES SHOULD BE BACKFILLED IN ACCORDANCE WITH THE RECOMMENDATIONS PRESENTED BELOW. 2. AT THE OUTSET OF CONSTRUCTION, CLEARING AND GRUBBING INCLUDING ROOT RAKING AND REMOVAL OF ANY ORGANIC - LADEN TOPSOIL OR ORGANIC SANDS THAT MAY REMAIN ON THE SITE SHOULD BE COMPLETED. AT A MINIMUM, A STRIPPING DEPTH OF ABOUT SIX INCHES IS RECOMMENDED. IT IS ALSO RECOMMENDED THAT THE CLEARING/STRIPPING OPERATIONS EXTEND AT LEAST 10 FEET BEYOND THE PROPOSED STRUCTURE PERIMETER, WHERE POSSIBLE. 3. FOLLOWING THE CLEARING/STRIPPING OPERATIONS, THE DEVELOPMENT AREAS MAY BE BROUGHT UP TO FINISHED SUBGRADE LEVELS, IF NEEDED, USING COMPACTED STRUCTURAL FILL. THE EXISTING ON -SITE SOILS CAN BE USED FOR STRUCTURAL FILL PROVIDED IT IS FREE OF ORGANIC OR DELETERIOUS MATERIALS AND MOISTURE CONTENT IS APPROPRIATE. FILL SOILS SHOULD BE TESTED PRIOR TO IMPORT AND PLACEMENT. IMPORTED FILL SHOULD CONSIST OF SAND WITH LESS THAN 12 PERCENT PASSING THE NO.200 SIEVE, FREE OF ROCKS/RUBBLE, ORGANICS, CLAY, DEBRIS AND OTHER UNSUITABLE MATERIAL. APPROVED SAND FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES IN THICKNESS AND SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557, MODIFIED PROCTOR METHOD. DENSITY TESTS TO CONFIRM COMPACTION SHOULD BE PERFORMED IN EACH FILL LIFT BEFORE THE NEXT LIFT IS PLACED. 4. A MOISTURE CONTENT WITHIN THE PERCENTAGE RANGE NEEDED TO ACHIEVE COMPACTION (TYPICALLY+/- 3 PERCENT) IS RECOMMENDED PRIOR TO COMPACTION OF THE NATURAL GROUND AND FILL, BASED ON THE RESULTS OF THE MODIFIED PROCTOR COMPACTION TESTS. 5. THE BOTTOM OF THE FOUNDATION EXCAVATIONS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MATERIAL'S MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557, MODIFIED PROCTOR METHOD, FOR A MINIMUM DEPTH OF ONE FOOT BELOW THE BOTTOM OF THE FOUNDATIONS. SOFT OR LOOSE SOIL ZONES ENCOUNTERED AT THE BOTTOM OF THE FOOTING EXCAVATIONS SHOULD BE REMOVED AND REPLACED WITH FILL SOILS, LEAN CONCRETE, OR DENSE GRADED CRUSHED STONE (FDOT NO. 57). 00 0) O O oM 2 J >_J m LL C3) Q N W LL j J F- Ce O O 0 m a L) Q Lu N 00 ILL W W f- O z Q U F- 00 Project N"mbar 2019-15 Date 11/23/2021 Dram By IP Checked By BT 1;t73�3e1'.S}1; �P fCe7a �-L�--=Ar = �Oc'• 4ORi0Pr`?`N .,%10/0NAL 111111 \ S-1 FOUNDATION PLAN LEGEND ® 8"x16" CMU BLOCK PIER WITH ALL CELLS GROUTED PER DETAILS CONCRETE GRADE BEAM BELOW, SEE DETAILS 1 FOUNDATION PLAN 1/ STAIRS (BY OTHER) 2 - #5 CONT. TOP & BOTTOM W/ #3 @ 0 18" O.C. ry 0 c 0 N 0 O z CO) BLOCKING (BETWEEN JOISTS) Z~Z 4 6 SECTION 3/4" T&G SUBFLOOR ? LU Z Z W 08 U) o c o ¢ m W W J N W Z W U c Z Z o . ZU) ¢ Q O tT � 0) N \ - JOIST SEE PLAN W co 0O 00 W W N o -- SIMPSON MTS12 @ EACH JOIST W h- - PT (2)2xl2 CONT. SILL O N U) W SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) U r —' TERMITE SHIELD m z Q �- - 8"x16" CMU BLOCK PIER (FILL CELLS N' ¢ W/ 3000 PSI CONCRETE GROUT) w �00 U) o> J Jm co :-i - U. LL ^ Z LO N LU Z a: M I FW-• R O W d #5 BENT BAR 36"x6" O � V F- 4 °,"< @ EACH CELL � W0 c 3 ` 1' - 4" --- (2) #5 REINF. BARS Cl) 0 TOP & BOT. CONT. Wl #3 STIRRUPS @ 24" O.C. 5/8" CDX PLYWOOOD SIMPSON MSTA36 @ EVERY SILL TO STUD CONNECTION x w W 3 SECTION 1 1 -0 2x6 @ 16" O.C. 2x6 (CONT.) 3/4" T&G SUBFLOOR JOIST SEE PLAN PT (2)2xl2 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI CONCRETE GROUT) T U) z Q J a cn zQ O F-- LLJ Q0 z 0 Project Number 2019-15 Date 11/23/2021 Drawn By I Checked By IP `o QiSOSEP/y� J 7* i � •. STATF OF S-2 PT 5/4" X 6" DECK BOARDS CONDENSER PT 5/4"x6 DECK 2X6 PRESSURE TREATED BOARDS BOTTOM PLATE SHEATHNIG SIMPSON HGA10KT 2X6 END STUD Al PT 2x6 @ 16" O.C. 2X6 STUDS PT 2x8 BOLTED TO NOTCHED PT 44 POST /1 q GALV. THRU BOLTS GALV. WASHER ON BOTH SIDES BACKING FOR EXTERNAL w SIDING AND TRIM LL m PT 44 POST 4x4 WWF I � SIMPSON ABA44Z c d• d . T, 0 01 CONFIRM LENGTH & WIDTH WITH MECHANICAL SUBCONTRACTOR 1 SECTION 1 = 1 -O 5/8" CDX PLYWOOOD N MSTA36 @ EVERY SILL TO STUD CONNECTION PT JOIST CUT TO SLOPE, SEE PLAN MTS12 TWIST STRAP@ EVERY JOIST PT (2)2x12 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI CONCRETE GROUT) 6 SECTION 1 1 -0 2x6 @ 16" O.C. 2x6 (CONT.) 3/4" T&G SUBFLOOR PT JOIST CUT LA SLOPE, SEE PLAN PT 2x12 BLOCKING @ 32" O.C. 1 SIMPSON LUS21OZ @ EACH JOIST PT (2)2x12 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI ✓ CONCRETE GROUT) PT 4x4 POST PT 5/4" X 6" DECK BOARDS SECTION 5 1,r = 1'-O,r 5/8" CDX PLYWOOOD ASTA36 @ EVERY SILL 0 STUD CONNECTION PT JOIST CUT TO SLOPE, SEE PLAN MTS12 TWIST STRAP@ EVERY JOIST PT (2)2x12 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI CONCRETE GROUT) 2X4 GYP BD BACKER 2X6 PRESSURE TREATED BOTTOM PLATE � SHEATHNIG SIMPSON HGA10KT SIMPSON MSTA36 @ EVERY SILL TO STUD CONNECTION 2 CORNER DETAIL 1 1 0 2x6 @ 16" O.C. 2x6 (CONT.) 3/4" T&G SUBFLOOR PT JOIST CUT TO SLOPE, SEE PLAN PT 2x12 BLOCKING @ 32" O.C. SIMPSON LUS21OZ @ EACH JOIST PT (2)2x12 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI CONCRETE GROUT) #5 BENT BAR 30"x6" @ EACH CELL (2) #5 REINF. BARS TOP & BOT. CONT. W/ #3 STIRRUPS @ 24" O.C. SIMPSON HGA10KT @ EVERY EXTERIOR CORNER STUD AT BOTTOM PLATE CONNECTION SIMPSON MSTA36 @ EVERY SILL TO STUD CONNECTION 5/8" CDX PLYWOOOD SIMPSON MSTA36 @ EVERY SILL TO STUD CONNECTION z , � o SECTION 4 1" = 1'-01, 2x6 @ 16" O.C. 2x6(CONT.) 3/4" T&G SUBFLOOR JOIST SEE PLAN PT 2x12 BLOCKING @ 32" O.C. PT (2)2x12 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI CONCRETE GROUT) #5 BENT BAR 30"x6" @ EACH CELL (2) #5 REINF. BARS TOP & BOT. CONT. 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PROVIDE 3/4" PLYWOOD DECKING A MINIMUM OF 30" AROUND THE PERIMETER OF ANY EQUIPMENT IN ATTIC SPACE AND MIN. 24" PASSAGEWAY TO ANY EQUIPMENT FROM THE ATTIC ACCESS LOCATION SIMPSON HD513 STRAP AND A P.T. 4" X 4" PC PROVIDE SIMPSON f 44 @ EACH POST BEAM CONNECT PROVIDE SIMP: HUC212-2 @ BEAM WALL CONNECT ■ ❑ 0 0 N CID d z H F- F- J w ZZ O W Q 06 U) o CD c W g W (n Z Z Q Z o z Z (� W rn J r a) w J m Of CO J W W Q N O 0" >- O Co ~ > >� W 33 N '4 Z _LO 3 m O o ®M C J a J G m LL Q N W LO J UJ � p W ®a L�U/ Ln M 0 Y� J C'x Q 0 Od !'x CO Z ffnn SIMPSON HD513 V STRAP AND A !x Z DOUBLE STUD AT xCC D PROVIDE SIMPSON THE CORNERS "" "' HUC212-2 @ BEAM TO WALL CONNECTION z LL_ g_3 z S-3 Project Number 2019-15 SIMPSON HD513 Date 11/23/2021 N STRAP AND A Drawn By N DOUBLE STUD AT 3 IP N THE CORNERS S-5 Checked By IP P.T. 4" X 4" POST, PROVIDE SIMPSO 44 @ EACH POST BEAM CONNECTI( n WALL FRAMING PLAN 1 /4r' = 1 1-0" FOR; RyfiT HCT ON A� ,OSEP/y T� 0 ENS'• x� . 1 /lt) i A'.. STAT OF 14�� i�0,,off p R 10tv P' '/,/OI INS fit\N all him ROOF TRUSS NOTE: CONTRACTOR SHALL PROVIDE PRE-ENGINEERED ROOF TRUSS SYSTEM. CONTRACTOR SHALL PROVIDE ENGINEERED STAMPED TRUSS DESIGN TO THE PERMIT DEPARTMENT AND ENGINEER OF RECORD. SEE ROOF TRUSS NOTES ON S1.0 ROOF TRUSS LUMBER SHALL HAVE SPECIFIC GRAVITY (DENSITY) SG=0.49 (2) SIMPSON HTS16 @ EACH GIRDER TRUSS TO BEAM CONNECTION E Ln (1) SIMPSON HTS16 @ EACH TRUSS TO TOP PLATE CONNECTION, TYP. - PLYWOOD ROOF SHEATHING: 1. APA RATED 23/32" (48/24) 2. RATED FOR EXPOSURE 1 3. CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS ROOF SHEATHING PANELS SHALL BE PROVIDED WITH MIN. OF 2x4 EDGEWISE BLOCKING AT ALL HORIZONTAL PANEL JOINTS WITH EDGE SPACING AT LEAST 4 FEET FROM EACH GABLE END 4. ROOF SHEATHING FASTENED WITH WITH ASTM F1667 RSRS-03 (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x 0.120") NAILS SPACED AT 4" O.C. MAX. ALONG SUPPORTING MEMBERS AT THE EDGES OF EACH SHEET AND 4" O.C. MAX. ALONG SUPPORTING MEMBERS ON THE INTERIOR OF EACH SHEET 5. VERTICAL JOINTS OF PLYWOOD ROOF SHEATING SHALL BE STAGGERED EVERY FOUR FEET (4'-0") OR LESS. (1) SIMPSON HTS16 @ EACH TRUSS TO TOP PLATE CONNECTION, TYP. 54' - 8" PRE-ENGINEERED ROOF TRUSS SYSTEM, 24" TRUSS SPACING CONT. 2x4 TRUSS BRIDGING @ MIDSPAN OF TRUSS WEB T� TTTTTT T� Trl?�f r-- IIIIIIII11111111111 -- --;`� IIIIIII'?111111111 �'_- II IIIIIIIIIIIIIII IIIII Illlllflllll `i' �-'-- *-' I I I I I H-f3 I I I I I -I --, i IIIIIIIIIIIIIuJ ' -- -- -- �III IIIIIIIIIIIIII= _= IfIIIIIIIIIIIII I�co 7�1 =_� --- �'-_ �- I--I--I--I--I-L-I. - --- -- IIIIIIIIIIIIIIIIII ,---- -(yJ — - — I I— — — — — — — I li Ii I<LLl�1LLL l I I i i i (2) SIMPSON HTS16 @ 6 EACH GIRDER TRUSS TO BEAM CONNECTION S-5 5 S-5 CONT. 2x4 TRUSS ---j ` BRIDGING @ MIDSPAN OF TRUSS WEB 3 S-5 ROOF FRAMING PLAN 1' 0r, \ -- (1) SIMPSON HTS16 @ EACH TRUSS TO TOP PLATE CONNECTION, TYP. w (2) SIMPSON HTS16 @EACH GIRDER TRUSS TO TOP PLATE CONNECTION W/ TRIPLE STUD BELOW GIRDER TRUSS PLYWOOD ROOF SHEATHING, SEE NOTE (1) SIMPSON HTS16 @ EACH TRUSS TO TOP PLATE CONNECTION. TYP. 3 S-5 (2) SIMPSON HTS16 @ EACH GIRDER TRUSS TO TOP PLATE CONNECTION W/ TRIPLE STUD BELOW GIRDER TRUSS HTS INSTALLATION AS A TRUSS -TO -TOP 3/32" = 1 PRE-ENGINEERED ROOF TRUSS SYSTEM PLYWOOD ROOF SHEATHING, SEE NOTE - SIMPSON SPH6 @ EVERY STUD TO TOP PLATE MAX UPLIFT 1,280 LBS. DOUBLE 2x6 (CONT.) TOP PLATE SEE PLAN 5/8" CDX PLYWOOD n SECTION 3/4" = 1'-0" 2'-0" PRE-ENGINEERED ROOF TRUSS SYSTEM PLYWOOD ROOF SHEATHING, SEE NOTE PROVIDE (1) SIMPSON HTS16 @ EACH ROOF TRUSS TO BEAM CONNECTION (2)2x12 BEAM W/ MITRED CORNERS FOR BEAMS TO BEAR DIRECTLY ON COLUMN n SECTION �Y 3/4" = 1'-0" SECTION SIMPSON RTC44 POST CAP TO BEAM P.T. 4X4 POST PROVIDE (1) SIMPSON HTS16 @ EACH ROOF TRUSS TO TOP PLATE CONNECTION PROVIDE (2) SIMPSON HTS16 @ EACH TOP PLATE TO GIRDER TRUSS CONNECTIONS (ONE ON EACH SIDE) 2x6 @ 16" O.C. PRE-ENGINEERED ROOF TRUSS SYSTEM PLYWOOD ROOF SHEATHING, SEE NOTE 2'-0" PROVIDE (1) SIMPSON HTS16 @ EACH ROOF TRUSS TO BEAM CONNECTION (2) P.T. 2x12 BEAM W/ 1/2" PLYWOOD BLOCKING FOR 3 112" WIDTH PT (2)2x12 SIMPSON HUC212-2 0 Iu d z F- Fz- Q F J W Z Z W 0 Q C14 edU)0� U) W W Z_ LL Z C/ Zq 0 z V) J Lu J J co O Q W LU N 0 i' 00H �d O d' N5 vU) W0 Z� m () 0 Go O O GM J >J LL m LL NW LO J_ PIx p it Lu 0 n. m U F_ 0 N M 0 J H w Od z Q J 0 LL Project Number 2019-15 11/23/2021 Drawn By L.P Checked By BT FOR CONST5UCTION j1pSEpN��/� JJJ f q'. I ST TE OFF S-5 SIMPSON SPH6 @ EVERY STUD TOP PLATE. MAX UPLIFT 1,280 L 1 CONTINUOUS LOAD PATH_ DIAGRAM _ 3/4 = 1 0 PRE-ENGINEERED ROOFTRUSS SYSTEM PROVIDE (1) SIMPSON HTS16 @ EACH ROOF TRUSS TO TOP PLATE CONNECTION PROVIDE (2) SIMPSON HTS16 @ EACH TOP PLATE TO GIRDER TRUSS CONNECTIONS (ONE ON EACH SIDE) SIMPSON MSTA12 @ EACH HEADER TO JACK STUD CONNECTION REFER TO NOTES FOR NUMBER OF FULL HEIGHT KING AND JACK STUDS (TYP.) SIMPSON MSTA36 @ EVERY SILL TO STUD CONNECTION RIM JOIST (SEE PLAN) P.T. (2) 2X12 CONT.SILL ANCHOR STRAP SCHEDULE ALLOWABLE LOADS MANUFACTURER (OR PRODUCT CODE CONNECTED MEMBERS FASTENERS APPROVAL NUMBER EQUAL) UPLIFT UPLIFT UPLIFT SIMPSON LSTA36 RAFTER RAFTER (24) 0.148" x 2 1/2" 740 FL#10456.15 SIMPSON HTS16 RAFTER STUD/TOP PLATE (16) 148" x x 3" 1415 1415 FL#10456.12 SIMPSON MTS12 RAFTER STUD (14) 0.148" x 3" Nails (14) 0.148" x 3" Nails 850 850 FL#13872.11 SIMPSON HD5B CORNER STUD BOTTOM PLATE 5/8 Anchor d Bolt (2) 3/4 Stud bolts 2405 FL#11496.3 5/8" x 10" A307 ANCHOR BOTTOM PLATE SLAB/FOOTING FL15731 BOLT W/ 3" HOOK SIMPSON PC4Z POST HEADER (8) 0.148" x 3" (10)0.148"x3" 1480 FL#10860.20 SIMPSON MSTA12 JACK STUD HEADER (10) 0.148" x 2 1/2" 940 FL#10456.21 SIMPSON PBS44 POST SLAB/FOOTING (14) 0.162" x 3 1/2" nails (2) 1/2" de. Machine bolts 1235 FL#10860.17 SIMPSON HUC212-2 STUD HEADER 08) 0.162" x 3 1/2" (10) 0.148" x 3" 4030 FL#10531.9 6-SS16d - Smooth -Shank Stainless Steel Nails SIMPSON LUS28 JOIST HEADER 4-SS10d - Smooth - Shank Stainless Steel Nails 6-SSA10d - Ring -Shank Stainless Steel Nails 915 1165 FL#10531.16 4-SSA10d Ring -Shank Stainless Steel Nails PRE-ENGINEERED ROOF TRUSS SYSTEM PLYWOOD ROOF SHEATHING, SEE NOTE SIMPSON SPH6 @ EVERY STUD TO TOP PLATE. MAX UPLIFT 1,280 LBS. DOUBLE 2x6 (CONT.) TOP PLATE SEE PLAN 5/8" CDX PLYWOOD PROVIDE (1) SIMPSON HTS16 @ EACH ROOF TRUSS TO TOP PLATE CONNECTION MAX. UPLIFT 1,300 LBS. PROVIDE (2) SIMPSON HTS16 @ EACH TOP PLATE TO GIRDER TRUSS CONNECTIONS (ONE ON EACH SIDE) MAX. UPLIFT 2,600 LBS. 2x6 @ 16" O.C. SIMPSON MSTA36 @ EVERY SILL TO STUD CONNECTION I HURRICANE STRAPPING DIAGRAM 2 3/4" = 1'-0" 2x6 @ 16" O.C. 2x6 (CONT.) 3/4" T&G SUBFLOOR JOIST SEE PLAN PT (2)2x12 CONT. SILL SIMPSON HHETA 20 STRAP @ EACH GROUTED CMU CELL TO SILL CONNECTION (2 PER PIER) TERMITE SHIELD 8"x16" CMU BLOCK PIER (FILL CELLS W/ 3000 PSI CONCRETE GROUT) co c 0 N 0 tZ6 N h J UJ Z O Q to o n c 0' N t11 a J C W LL to ❑ Z_ Z Q Z o J N LL1w ON O O ON,5 W 0' y U) Z " X 00 U) a 00 O 0)G C U. J J LL 0 m hl W LO P O = W Oa o 0 W ®� 0 Project Number 2019-15 "` 11/23/2021 o..,,.., SM Checked By IF FOR W%*TfWf T ON SOSEP& � /,,,�' r/ No.78080' j (� ZAr At 7 .� O�c� A'4 O R \OP. /1111111110 S-6 V' PT 2x6 TOP RAIL ON FLAT CONNECTED TO EACH POST W/ (2) # 10 x 3" WOOD SCREWS AND CONNECTED TO TOP RUNNER W/ (1) #10 x 3" WOOD SCREW @ 16" O.C. PT 2x4 TOP RUNNER CONNECTED TO EACH POST W/ (2) #10 x 3" WOOD SCREWS PROVIDE HOT DIPPED GALVANIZED HANDRAIL BRACKET AT EACH 4x4 POST AND PRESSURE TREATED CONTINUOUS HANDRAIL AT STEPS. BRACKET CONNECTED TO POST AND RAIL PER MANUFACTURER'S PROVIDED SCREWS. PT 2x2 PICKET @ 4" O.C. MAX. ATTACH PICKETS AT TOP AND BOTTOM W/ (2) #8 WOOD SCREWS PT 44 POST SPACED 6'-0" O.C. MAX. PT 2x4 BOTTOM RUNNER TO EACH POST W/ (2) #10 x 3" WOOD SCREWS PT 2x6 STAIR TREAD BOARDS CONNECTED TO EACH STAIR STRINGER W/ (2) #10 x 3" SS SCREWS PT 2x12 STAIR STRINGER 5 STAIR RAILING DETAIL 1 =1-0 PT 2x6 TOP RAIL ON FLAT CONNECTED TO EACH POST W/ (2) # 10 x 3" WOOD SCREWS AND CONNECTED TO TOP RUNNER W/ (1) #10 x 3" WOOD SCREW @ 16" O.C. PT 2x4 TOP RUNNER CONNECTED TO EACH POST W/ (2) #10 x 3" WOOD SCREWS PT 2x2 PICKET @ 4" O.C. MAX. ATTACH PICKETS AT TOP AND BOTTOM W/ (2) #8 WOOD SCREWS PT 4x4 POST SPACED 6'-0" O.C. MAX PT 2x4 BOTTOM RUNNER TO EACH POST W/ (2) #10 x 3" WOOD SCREWS PT 5/4" X 6" DECK BOARDS (2) 5/8" DIA. GALV. THRU BOLTS @ POST TO RIM JOIST CONNECTION RAILING DET. 7, 11 1 = 1'-011 PT 2x6 TOP RAIL ON FLAT PT 2x4 TOP RUNNER PT 2x2 PICKET @ 4" O.C. MAX. PT 4x4 POST 1 1/2" PT 2x4 BOTTOM RUNNER DIA. 1 1/2" MIN. PT 5/4" x 6" DECK BOARDS PT JOIST CUT TO SLOPE, SEE PLAN PT (2)2x12 CONT. SILL SIMPSON LSCZ STRINGER CONNECTOR @ EACH STRINGER 6'-0" MAX. SPACING BETWEEN POSTS I I ,.SPHERE L NOT PASS �— PT 2x6 TOP RAIL ON FLAT �— PT 2x4 TOP RUNNER I PT 2x2 PICKETS @ 4" O.C. MAX. PT 2x4 BOTTOM RUNNER I PT 1 x STAIR RISER � PT 5/4" x 6" DECK BOARDS PT 4x4 POST GALV. 1/2" DIA. THRU BOLT W/ GALV. WASHERS EACH SIDE SIMPSON PBS44AZ 4" SITE CONCRETE WITH 4x4 W4xW4 WWF @ MID SPAN 3'-0" - MIN. LANDING FOUNDATION, SEE DETAILS FOUNDATION, SEE DETAILS ' IY I I PT 4x4 POST NOTCHED TO I I GALV. 1/2" DIA. THRU BOLT W/ SUPPORT STAIR STRINGER GALV. WASHERS EACH SIDE @ EACH STRINGER SIMPSON DTT2Z DECK TIE ,GALV. 1/2" DIA. THRU — I PT 2x BLOCKING BOLT W/ GALV. :' a WASHERS EACH SIDE ` PORCH JOIST g � � @ 16" O.C. I a w^ e PT BLOCKING, FULL JOIST I DEPTH -.. SIMPSON LSCZ STRINGER CONNECTOR 8 <� @ EACH STRINGER a 3'-0" MIN. GALV. 1/2" DIA. THRU BOLT W/ PT 2x12 STAIR L GALV. WASHERS EACH SIDE STRINGER @ IN DIRECTION OF TRAVEL 24" O.C. MAX. 1 STAIR DETAIL 1 1 -0 m A 0 a d z zH Q W Z W V Q 04 N N p� O t` C W W IL- (n N z Z Z Q Zo Q o wCP c 5) (n J r a)Z W W ON 2 W Do F- O N5 W't m Q O O Cl) J J LL m LL NW L0 J P w p Lu 0a CD m V Wo aI alf 0 <O i.. -Fro]ec NNumber - -- 2019-15 Date 11/23/2021 °ra'"° By SM Checked By IP FOR COMjjjyfjjjgN SOSEEP/y Teoeo 9 STATE OF ipO ;A` P •' 4r�� � IL Florida S-7