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Home My WebLink AboutBuilding Plansl4 GENERAL NOTES SITE WORK TIMBER T SOILS REPORT FOR SPECIIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). .,, , 1. REFER TO HE SO L .. I ENTIAL C � A P � iFIED �'t"ItISGONTRAGT-SHALL€i.EIN COMPLIANCE WITH THE FLORIDABUILDINGCODE RES D ( ) r 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMRLY WITH SPECIFICATIONS ND CODES MODIFICATIONS ASS EC 1. ALL WORK DON�UI�DE� EDITION, (2017 .AND IN CONJUNCTION WITH ASCE 7-10, ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES TATED . " . HEREIN: 6th ( } 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,. MENT . a4RI UNDER FBGR 6TH EDITION (2017) UNO. A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS: MANUAL) IN THESEDOCU , .. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES? THE SOILS REPORT AND CIVIL B; NATIONAL FOREST PRODUCTS ASSOCIATION: TWITH SITE WORK NOTED'HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL, DRAWINGS SHALL OVERRIDE CONFLIC S T IONS ALL EXTERIOR.. ;: �� °"� - '': � � I. NATIONAL DESIGN SPECIFICATIONS NDS�FOR WOOD CONSTRUCTION 2; WHE"RE"BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS. REGIONS, _ f ) FINISH GRADES, PLANTING AND IRRIGATION. : " " OPENIN S:' CHAS WINDOWS ANd DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY ' " C. SOUTHERN PINE INSPECTION BUREAU: BUILDINGG . ;> L E �. =, , .. STANDARD GRADING RULES FOR R SOUTHERN PINE LUMBER CATION, � "S7 UC`CURAL PANELS OR IMPACT -RESISTANT GLASS: THESE OPENING PROTECTIONS SHAL B _ THE INSTAL... OE , R,. I S ANDAR G D R S 0 ELEVATIONS SHOWN ON THE SITEDRAWJ IGSARE M1N1 1UM REt IIRED-DEPTHS, IF DIFFEEtENI'T CONTACT THE �, �' � � "' „ " WITH CHAPTER 3 SECTION R30121.2r 3. ELEV " : D. TRUSSPLATE,INSTITUTE: DESIGNED AND INSTALLED IN ACCORDANCE.. a ,r•: ARCHITECT " rz I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES ITPI-2414). IM . - 3. DO- NOT SCALEDRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS ,NSIONS PRIOR TO WORK IEAPA - THE ENGINEERED WOOD ASSOCIATION: - , H RIZONTA > . TH$E TH „F SGREATER THE. O L NATION SHALL BE MADE WHOSE DEPTH LOW i<� _, ;, I, ENGINEERED'WOOD CONSTRUCTION GUIDE ALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION ,, , .:, ,TH n. �_ "£' ,� , � :: k�� ry: PERFORMED AND SHALL DISTANCE FROM THE NEAREST EDGE OF THE FOOTIN� „ E„ � 'AMERICAN W °,PRESERVERS ASSOCIATION STANDARDS NS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION , SHALL BRING ERRORS AND (�rilSSlO W C _ �-- _ � - ' �.• �=' � � ` `'�' . 4: THE CONTRACTOR " N: RETREATED. IL .PLACEI N YMU T PRS U R OF GR N -CARE L $ � T IL C NCR T OR S R S BE S EME' T BE CLEA A U W A AGAINS S0 0 E E _MA_O E € PROCEEDING THE'WORK TURFS SLABS STEPS ANDPAV N. kia.L. 2, -A�. _ �?TO E T�, QE THE ARCHITECT kt+l WRITING. AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE ,,. _ 5 ALL BAGKFILL AT STRUG , � ,,,.,.,... .< ,. .: ,, ,•...., . .,, .: .> "a r.. ,,..... r: f.. W STM D1557. THE _. . _ 0 ISSIONS'.I T�kE� SI'I-YDETE� �,I ACCORDANCE._.. �A F ANY ERRORS, DISCREPAI)iC E ..OR M MPACT TO 9510 MAXIMUM DRY DEN , . THE CONTRACTOR WIL L BE HELD RESPONSIBLE FOR THE RESULTS 0 E S. LAYERSAND CO , A S:. I G S HED PL N AND TYPICAL NA N C ULE ON N _T N � R , L _ L 1 R E FOU DA S k. ''CONSTRUCTION .. TI A D O I T IQ _. PE E_ G NSTRUG N ILL N . N H .. 3. 0 APT ARCHITECT BEFORE (? C1_ TH' T ERO ION W O"� � , .-.- TO NOTIFY THE: ARCH E _ BE KEPT DRY SO A S ._ ,. .. , .. .. _ _ UME TS OF WHICH TH COIFTQR FAILED BUILDING SITE SHALL CONTRACT DOC N . , . .,• �s , F A B R1C. A. TION OF THE _..., Y WITH CHAPTER 6- WALL CONSTRUCTION. _ . F FRAM MBERS SHALL COMPLY H . > . Y PRO IBbT , .. •, .. � ,,,. ,. _ . e COMPACTION BY FLOODING OR JETTING IS STRICTLY H ED .. 1. S TECHNIQUES, C DURE N PRO E INFER sHALL NOT BE RES PONSIBLE EORTHESAFETY AND' CO NSTRUCT 0_ CHIT ECTIENG THE, 5 T _.. SHEATHINGSCHEDULEONS HEFT SN �. � RSHE FASTENER R FNVAL FLOG S "; _ � UF�AL S 00 _ PE T EE ._ R U C BE UIR S, _ R THE RE E OEM - .._ 5. � S _. DRAWIN GS 0 Q _ _ lam.. H THE _. . IN ACCORDANCE W H �1 LIC ARRY OUT THE WORK OR AVE BEEN PF�1. -'�' RAGED. U1( .EBE IMP , :. ,. HE FAILURE OF THE BUI1. LDER TO G '7. : DO NOT BAGKFILL UNTIL SLABS HAVE C .. D .: H -,_ f , , . , , � .; �� •. .- - �.. ,". O1�,T ." :.,.�- wF.., . _ ... m., MA A 8FT. SQ. �:' HEETSHALL BE 24 ANDTHEMINIMU RE SHALL BE N . R _ . 6. MINIMUM DIMENSION OF ANY PLYWOOD S N OF ALL OFTHE COMPLETED BUILDING: THE CO T: TJ,;._ 6: THE STRUCTURAL DEIGN 1SBASED ON THE INTERAGTIO EXCAVATIONS :TO BE A MINIMUM OF 3- �Itt? I� �OQ N L1NE 1 a D SAFETY OF THE STRUCTURE DURING >3' " SHALL SOLELY BEI FHE R13K FOB PROVIDING ADEQUATE STABILITY AND MPLETELY INSTALLED. .. .;; , ... O PLUMBING CON STRUCTION,UNTIL;PER A r T MEMBERS ARE CO � T TAK M U ES TO CONTf�OL SAIL ERC3S,ION AS PER ALL LOCAL AND STATE P U 9: THE GENERAL CONTRACTOR MUS ErA6 R REQUI S. 1. SANITARY LINES SHALL BE CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. E ,, „ ILARCONDITIONS. - F4 FITTINGS: R TO BE CONSIDERED TYPICAL FOR ALL. SIMILAR SHALL B CPVG OR PEX A GROSS LINKED POLYETHYLENE WITH. 960 7--;, DETAILS SHOWN ON.TNE DRAWINGS ARE 2. WATER SUPPLY LINES S L E ( ) Y X T ESIGNED'AN ACED SURVEY M / PVC (SCHEDULE INSULATED WITH /z AMAFLE . _ R TO � O VERIF EiE4EVATIZ'�N• E f*IN H,i 4 F OR SLAB H 3 CONDENSATION LINES SHALL BE MINIMU _ CONT .. ITE TIENGINEER.' 1 R THE ARCH C VA FROM CITY AND RO L ATE C WRITTEN APPROVAL PPL A8 ,. S;WITHOUT WR IN . L .:ALL A IC NO STRUCTURALCHANGE , ; AVIN JI1RI I • N G U70 -_ T GIVE A MAXIMUM FLOW F GPM' EACH. g, THE CONTRACTOR SHALL MAKE f _." , . , WHI c -LIES WITH L LocAL COEI � ? , ] 4 SHOWER HEADS HAVE A FLOW CONTROL DEVICE O G 0 3 ® i.i v+ �� " BUILDING ZONING'COD A BE FLUSH WITH GRADE: ALL LEANOUTS SHALL US L.�t 5 L C 9, NO STRUCTURAL MEMBERS ARETO BE CUT FOR f_, FES, DUCTS, ETC" UNLESS SPECIFICALLY DETAILED. S 6 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS OR RIDGES. CONSTRUCTION OBSERVATION: ,; I1: SWIMMING POOL DECK SPA, AND ASSOCIATED WORK. IS TO BE PERMITTEISEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 CONSTRUCTION OBSERVATION (CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA' PART OF AB DESIGN GROUR S DRAWING 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. SERVICES FOR THIS PROJECT. 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 1-2. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING &'NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. ' PE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVAT ONOR LIE TO WOOD OR OTHER APPROVED METHODS OF TERMENT PROTECTION' IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP S SCOPE ,. BAITING SYSTEMS AND PESTIGIDES`APP D ' ION PHASE SERVICES AND THAT"SUS ' EXTERIOR WALL COVERINGS S /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCT .,, , F E AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE REVIEW OF 7HEBUILDER LABELED OR USE E CAPABLE OF RESISTING THE DESIGN PRESSURES SP ECIFIED FOR ' RESPONSIBILITY FOR INTERPRETATION THE:,;.:, E 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL B C S PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIB MITE. PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO TH SERVICES WILL BE APPLICATION OF THE TER , `WITH TABLE 2 AS MODIFIED BY TABLE OBSERVATION. I ' THAT CONTAINS THE FOLLOWING STATEMENT. THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCEE R301,2( ) CONTRACT. DOCUMENTS, AND FOR CONSTRUCTIONBUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY w., GARAGES AND CARPORTS THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVEN TION OF SUBTERRANEAN TERMITES: R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1 5 TIMES THE DESIGN PRESSURE 1. GARAGE DOOR ; TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET AGRICULTURE AND CONSUMER SERVICES.'" EXTERIOR FINISHES A. ENG y B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BEINSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH ASTM-C926 & ASTM-C1063. SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID bR iONEYCOM6 CORE STEEL DOORS NOT LESS THAN 3. LATH & ACCESORIES PER ASTM-C-1'063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING TH " DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID PIPE PENETRATION DETAILS VENT PENETRATION DETAILS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO HE WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS GARAGE. CANTILEVER,DRIP,EDGE DETAILS CORNER BEAD DETAILS 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS LESS THAN YZ INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE WINDOW FLASHING DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5! 8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 4. SHALL BE INSTALLED PER ASTM-C1063 11A AND R703.7. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT. FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1 EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . �WEO PNGE .a GODS GOMGOVN'C'� BOGGY ®*4t� 551 S. APOLLO BLVD., SUITE 2O2 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 w y i a i w� w F 4 4 I SIJBDIV. & T'.a T. CREEKSIDE LOT #65 PROJECT* 04321.200 065R1 ODEL: 1756 "EASTHAM" GARAGE SWING: LEFT GENERAL NOTES 4Y ,1 0 METH Ems'. j STATE OF FLORIDA . 7 _ �- MAR 13 2020 MICF� C. -k aNK=q�F 1�� i3 �P A Ili 3C4 11" 111 J. 10/`17/19 y> %DATE• SCALE: 1/4' -l'-0" SHEET G N r 'J AGROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW DESIGN SPEED TOPOGR4PHIC WEATHERING` FROST LINE TERMITE LOAD (MPH) EFFECTS' CATAC-SORYr , DEPTH b NA 160 C NA NEGLIGABLIE NA IvERY HEAVY WINTER ICE BARRIER FLOOD AlR UNDERTLAYMENT HAZARDS a FREEZNG ALTEMP• REQUIRED1, INDEX r tlEoAANDESIGN P42 NA SEE SURVEY NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBG R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR fNSULATION SHALL BE IN ACCORDANCE WITH SECTION r-5C R302.10.1 THROUGH MC, R302_I0.5 oompowwI a AmNoWIND LOADS RM NO Gi�'O FOR OPBw sum ZME 100 Wli VNO Mt FEMAW AND TYPE FOOT MN,. WINDOW 10Y >, 34l-45 CRITERIA EXTERIOR SWING. 21 DR. MIN. CRITERIA SCsD_ MIN: 12 # 30/-31, u CRITERIA 80'10 O H D , . " . *� 32 -/.350 'CFT 140.1 O:I-I>?• i ,)I2 . S 3rA:91-34.4 -6829/ IF ROOF TILE; N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 16'-91, PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMROL DATE 03/20/18 BAR DETAIL A SCALE: .a WALrp"R" GASLE ROOFS 0 : AO'� ' z �. ...r GASLEEROOFFS Ill'`' 4 0 � 4, SURE fml,2tn COMPONENT AND CLADMUG PRESStMEZONE SQ.FT. CALC. S LIVW_% 114'T SQ. FT. GARAGE 411 SQ. FT. ENTRY 36 50. FT. LANAI 93 SQ. FT. TOTAL 228"1 SQ. FT. A/C VOLLM 15024.2 CU. FT: MASONRY!'/FRAME WALL LEGEND 5RG II'-8' BfaCs. 4' INTERIOR NON LOAD BRG. WALL UN.O. ON PLANS -ALL. INTERIOR DOORS TO BE 6'-8' -ALL. EXTERIOR DOORS TO BE 6'-6' UNLESS NOTED OTHERWISE x;. y FLOOR P LGE"S1 V o i SCALE: 1/4' = 1"-0` NOTE: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE" SHALL E BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/,5(35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/S' (35 MM) THICK- OR 20-MINUTE FIRE -RATED- DOORS -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED! GARAGE AND CONDITIONED SPACED SHALL HAVE; AN INSULATION, R VALUE OF R-13 -CEILING R VALUE TO BE R-30 INSULATION ABOVE' CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. y it,,,, -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET, U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE ? MANUFACTURER AS LISTED IN THE R€SPECTIVE PRODUCT SPECIFICATIONS OPENRd s ovr=pa 1ANG BEPARAt10N U-VALUE SHCaG I 1 1'-0. 0'-9' 35 29 2 1'-0. 0'-9' 35 29 3 1'-0. 0'-9' 35 .29 i'-m' 0'-9' 35 29 5 I'-0' 0'-9' 35 29 6 W-S' 1'-4' b3 32 i 1'-0'1 0'-9' 35 29 S I'-0' 0'-9' 35 29 0'-9' 35 29 0'-9' 35 29 Pkj$*Co. S IBDIV. LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MO DEL: 1756 "EASTHAM" GA.RAGE SWING: LEFT PAGE: , FLOOR 4a PLAN Fr S' g Li ,t ARCHITECT- STATE OF FLORIDA MAR 1 3.2020 MICHAEL C.^ANDERSON AR NO 17305 I s7 E, 10/17/19 SCALE: 1/4"=1'-0" SHEET AI FL # or Miami -Dade FLORIDA PRODUCT ' REVISION EXPIRATION Product ndotlel# Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure 1/4' concrete screw 6" edge distance @ head, 4' edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5841.2 R6 12/31/2021 Swing door " . Smooth �-_ ." Thermo-Tru.: - - N/A Min,. embedment of all anchors to be 1 1/4" I (+36) [ {, 7) (+67) / (-67); -- Type 1:3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb, - 16" @ head. 1 1/4'embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 71/4' o/c atjamb, 10 1/4" @ head. 11/4" embedment. Two _Window ` additional tapcons midspain andone at lowerframe required vertically each side. FL16103,1 R13 4/3O/2020 .,, 5H Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (-48) (+50) / (-50) Type 1: 3/16' or 1/N" ELCO Ultracon anchor 6' max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITWconcrete tapcon anchor. 6" max. from comers, 8�1/2" o/c atjamb, 6"@ head..1 1/4" embedment.: Eight _ additional tapcons top and bottom required hontontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14' o/c atjamb, 16" - @ head / sill. 1 1/4" embedment. Type IIr3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 R5 11/30/20221 Fixed Window . Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (-48) (+55) / (-55) 1/4" concrete tapcon anchor. 2 1/2' minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Ply Gem Non Impact (+33) / (41) (+50) / (-50) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @1S" o/c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single .Smooth Star Therma�Tru N/A Min. embedment of all anchors to be 11/(1 _ (+36) / (47 ) +47 (-47) ( ) / door with transom Double Garage 3/8"x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C R FL16107.3 R10 12/31/2020 16.2x7 73 W6 Clopay N/A (+29 )/ (-35) j+36) / (-42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough: to penetrate through plywood or3/4" into boards. Use 4 nails per shingle placed 6 1/8" above the butt edge, approx. 1" and 13' from each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) / (-47) N/A into shingle surface. I Miami -Dade approved -corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R6, 12/31/2020 Underlayment Rhino U-20 nterw@b N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the q (R7) (PENDING APPROVAL) field. Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM : DA586.or ASTM D 3409, Type I roofing cement/masticao the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1' from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A - BAFFLE cement/mastic.all loosened shingles shall be adheared down with roof - cement/mastic- Refer to and. follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method, Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten ease Flang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each Side of Base.. Flange using (3) nailes spaced nominal 5" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A ,A Manufacturers installation instructions. AOR is not responsible for Errors, Omissions orinterpritations of this Installation Method. AOR is not responsible for Errors, :. Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4".in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or- 20 p.s.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete /.masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 6' span or more 24 GAGE panel AFG. N/A screw or all thread but with wing nuts. N/A + or - 20 ps.f. Install per manufacturers recommended.requirements. . FL17147.1 R4 6/27/2020 Zip System Wall Sheathing Hubgf N/A N/PA N/A Sheathing — 0®,c 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32 OI1 PH: 321-802-3591 www.abdeslgngroup.com AA #: 0003325 SiJHDIY. 8e T - ST LUCIE COUNTY MASTER PA , ]?FtOJECT* F � ®EXPRESS SHINGLE GA E SWING: a i d� T-4n e.. 30 MPH EXP. C ARCHITECTS STATE OF- RLORIDA MAR 1 z026 iICHAEL C. ANDERSON AR IVO 17305 � DATE:TE: 3/9/20ATE. �Q`' SCAT : 1/4"=l' SHEET PAl CONTROL DATE 3.9.20 I 5, f I� J i. 'i W 15Pq. 17� l F-40" f IFE N' 11 fir", Ifk L_ M E3 A` a 74al: (321), (L`3521) 7`7 • S TA`IIE - OF FLORIDA DESIGN CRITERIA: 9FLORMA BLWING CODE, RESmKN",_'TAL, CERTIFIED BUILDING CONTRACTOR: SM EDITION (2017) -ALL LOCAL An STATE, CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE 9 CONSTRUCTION TYPE - VB PALM BAY, FL 32907 *MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH TEL: (321) 783-7092 Vasd=124 MPH FAX: (321) 733-7972 *EXPOSURE *1 -STORY RESIDENCE - C - 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA SQ.FT. CALCS PROFESSIONAL ARCHITECT: LIVING 1141 5Q. FT. MICHAEL C. ANDERSON GARAGE 411 5Q- FT. ENTRY 36 SQ. FT. AR No. 17305 LANAI 53 SQ. FT. A.B. DESIGN GROUP, LLC TOTAL ;- 221 SQ. FT.1 551 S. APOLLO BLVD., SUITE 202 A/C VOLUME 150242 CU. FT. MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVP C' BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS ARV. ABOVE LAV. LAVATORY DATE DESCRIPTION 01/05/18 A/C ADJ. AIR CONDITIONING ADJUSTABLE Ltim. M.C. LUMINOUS MEDICINECABINET 51D SET [SUED 01/I5/18 ALT. ALTERNAIM MFR. MANUFACTUREW 2011 FBC UPDATE AMP. AMPERAGE MIN. MINIMUM 01115116 BP. BOARD M.T. METAL THRESHOLD 51D SET RE -ISSUED CL CAB. CENTER LINE CABINET VIED. MTL MOUNTED METAL FOOTING REVISIONS PER M. 5=6 04110AS CTIG. CLR. CFILING CLEAR N.T.S. O.C.ON NOT TO SCALE. CENTER 02/22AS PLAN MAINTENANCE 04/25/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON CONC. CONCRETE PI. PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON 04/25/I9 REVISED HVAC VOLUMES ON SGIFT CALC SCHEDULE -- C.T. CERAMIC TILE PH. PHONE D. DBL; DRYER DOUBLE PLY PLYWD. PLATE PLYWOOD 05/06/10 ELIMINATED LEDGERS AT ENTRY- ELEVATION V D.G. DID DUAL GLAZED DIAMETER PR. P.T. PAIR PRE ssuRF TREATED 06/034S ADDED DOORS TO OWNERS BATH WIC AND WATER CLOSET DIM. DIS P. DIMENSION DISPOSAL R. RAD. RISER RADIUS 06121AS ADDED LED LIGHTS Is KITCHEN 4 BATHROOMS PER MAW 5OMS DP. DEEP R.A.G. RETURN AIR GRILL DR. IDOOR D.S. DOWNSPOUT R rR RM. REFRIGERATOR ROOM DTL DETAIL R.O. ROUGH OPENING D.W. EA. DISHWASHER -EACH S.C. S.D. SOLID CORE EXT DR SMOKE DETE.('TOR ELEV. ELEVATION S.R. SINGLE HTfNG' EQ. EQUAL 'SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING FXT EXTERIOR SHWR_ SHOWER FIXED GLASS Sim. SIMILAR F.G. FURL GAS SL. SLIDING FIN. FINISH SL. GL SLIDING GLASS FI-R, FLUOR. FLOOR tie FLUORESCENT STD. sws STANDARD SHEAR WALL FR.DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR.bISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.T.T. GROUND-FATTET CIRCUIT T.O.P. TOP OF PLATE! INTERRUPTER T.O.& TOP OF SLAB GL. GLASS TYP. TYPICAL GYP.BD. GYPSUM BOARD U.N.O. IMESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. i;OR HT HEIGHT W/ WITH TNSULINSULATION WD. WOOD INT. INTERIOR WDW. WINDOW Ir W/H WATER HEATER W.I. WROUGHT IRON INDEX OF DRAWINGS _q_rX_`H1TECTVRAL SHEET # DESCRIPTION PG CS —COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATIONS 'A' PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG M1—HVAC PLAN PG DI —DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG 51.1B—DETAILS REVIEWED FOR PG S1.2—DOWEL PLAN CODE COMPLIAN PG S1.2A—DETAILS ST. LUCIE COU PG S2—LIFT BEAM PLAN AND NOTES BOCC PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SN1 —DETAILS ST. Luc� f'emmittif, L PG PAl—PRODUCT APPROVALS I 551 S. APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA k 0003325 14 SIUBDIV. CREEKSIDE LOT #65 PROJECT# 04321.200/065RI _g M03DEL.• 1756 "EASTHAM" GvARAGE SWING: LEFT Tx`1A,GE: Ti COVER SHEET ;4�M � H E XP. r_' ARcWECT: A_QfTC�:._ -4(l -STATE OF FLOFUDA ti A -IV OCT 17 2019 MICHAEL C. ANDERSONJ,, AR NO 17305 rD A T EV� 7 ��l 9 0 SCALE: 1 �1 1 _0. . 1/4 = GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FB R) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED L 6th EDITION, (2017) .AND1M CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED HEREIN: IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION(2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, AND GENERAL NOTES. THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) : SITE IMPROVEMENTS, SITE RETAINING WALLS, SPECIFIC 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL ;EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION:' 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. G. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL 3E I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER - DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3 ,ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM'' REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA THE ENGINEERED WOOD ASSOCIATION; PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING iS GREATER THAN'/2 THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTI DN OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK 5 TALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 6' 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN TH LAYERS AND COMPACT TO 95% MAXIMUM DRY' DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/O BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, FABRICATION OF THE WORK. FOR THE SAFETY AND CONSTRUCTION PRpCEDURES, TECHNIQU S, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN, ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CO S. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING.- THE CONTRACTO 8. EXCAVATIONS TO BE A MINIMUM OF 3 0„ BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO B E CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40)AS APPROVED BY THE BUILDING OFFICIAL. w 2. WATER SUPPLY LINES SHALL BE CPVC°OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. Wy 8. THE CONTRACTOR. SHALL MAKE NO STRUCTURALCHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINE R. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE a i /< 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH /z AMAFLEX. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. ER ARE T BE CUT FOR DUCTS ETC. UNLESS SPECIFICALLY DETAILED. NO STRUCTURAL MEMBERS 0 CODES HAVING JURISDICTION, INCLUDING ALLAPPLICABLE',STATE, CITY, AND BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. CONSTRUCTION OBSERVATION 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GRO P'S DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, SERVICES FOR THIS PROJECT. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION(' OR BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SU H LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS SERVICES WILL BE PROVIDED BY THE BUILDER. THE BU ILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE A PPLICATION OF THE TERMITE PROTECTIVE TREATMENT A! CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE GARAGES AND CARPORTS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1. GARAGE DOOR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF x A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET ,'AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER -,. �.. `�� APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY ORCONCRETE. 2. AS PER SECTION R302.5.1 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND -RESIDENCE SHALL BE EQUIPPED WI --ASTM-C926 H &ASTM-C1063. SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR EYCON471 ORE STEEL DOORS NOT LESS THAN 3 LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE(0.48 MM) SHEET STEEL 1" MIN. RIGID WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVE MATERIAL AND SHALL HAVE NO OPENINGS INTO THE CASING BEAD DETAILS DRIP EDGE DETAILS GARAGE CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS 4. AS PER SECTION R302:6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA B NOT WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE WINDOW FLASHING DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 4, SHALL BE INSTALLED PER ASTM-C1063.1IA AND R703 7 WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. FIRE -RESISTANT -CONSTRUCTION C UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR' CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com 4 AA #: 0003325 Af o-_ h w 0 F 0. nl a ti 'i k' ks I 0 X E N `° .I s F CREEKSIDE " LOT #65 { �ROJElF- CT# 04321.200 065R1 MODEL 1756 "EASTHAM CAGE SWING: �3 LEFT :AGE: GENERAL 1~ NOTES �9 01 0 MPH EXP. C ARCHITEC-I`s" STATE OF FLORIDA OC`f j "r 2019 15`s l C. ANDERSO+INI Om , NO 17305 DRINK" 10 17 19 ti OATS: / / R SCALE:1/4"-f-O" O EET T GROUND WIND DESIGN SEISMIC SNOW SPEED TOPOGRAPHIC DESIGN LOAD (mpp;l EFFECTS' CATAGORY ` NA 160 C NA SUBJECT TO DAMAGE FROM 40'-0" -IERING" FROST LINE30-811 TERMITE° DEPTH 9'_ 4" (GABLE NA VERY HEAVY 131_011 171_811 _ 8'-01, -411 14'-0" 121_011 41_8tl 25-SH 25-SH EGRESS EGRESS 36'x60' LAV. LA77 ;n SHWR PAN 41_011 W/ ENCL OWNER'S T. IG eLBNCLG. AI I - s` I OWNERS BATH SUITEIm I ' Q 8 -8 CLG. 6'-2" -611 m SQ.FT. CALC. S LIVING 1141 SQ. FT. GARAGE 411 SQ. FT. ENTRY 36 SQ. FT. LANAI S3 SQ. FT. TOTAL 2281 SQ. FT_ A/C VOLUME 15024.2 CU. FT. T. a. 6068 9-G-D. W9.I' .C8.11 88' CLG — — 3'-411 -2 '0^ ' 0'-011 I-48' 8" B v N TUB W/ SWWR X a� , m IT Iw N d) aD ,211 _6 _ 10' 6'-2" 20'-411 w C BATH #2 BDRMi#3-0 1 'a cLG GREAT ROOM e 8 8 CLts. j ; I 1 � � 4_ s. —G. Ng 91 6" 3' 6° 2'-911 N .A Like -Ili cq DINING MASONRY / FRAMES WALL LEGEND I 4' INTERIOR NON LOAD 511's. UJALL �j U.N.O. ON PLANS -ALL INTERIOR DOOR6 TO BE 6'-8° ,? -ALL EXTERIOR 11 DOORS TO BE 6'-8" t UNLESS NOTED I, OTHERWISE Like -Ili cq DINING MASONRY / FRAMES WALL LEGEND I 4' INTERIOR NON LOAD 511's. UJALL �j U.N.O. ON PLANS -ALL INTERIOR DOOR6 TO BE 6'-8° ,? -ALL EXTERIOR 11 DOORS TO BE 6'-8" t UNLESS NOTED I, OTHERWISE COtiPONDIi AND CLADDWG MILD LOADS BASIC WIND E%POSM FOR 3 SECOND OUSB OPBWILw3 AND TYPE SQUARE FOOTAGE ZONE i6 mm ww (1h11) FOAAR(S MIN. WINDOW 10 5 34/-45 Kf< CRITERIA EXTERIOR SWING 21 5 32/-42 `r � DR MIN. CRITERIA 41 12 5 30/-31 G CRITERIA 8010 O.H.D. 56 5 32.5/-38.0 16010 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31b/-388 ROOF TILE N/A 3 -6829/ IF -58_29 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET T48TED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWRDL DATE 031P0h8 0 � n W � e RAG. I _ ROOM m SCj� o v j ':`' 8-13CLG. d1 v `mow =Ipl FLOW-THRU n ro T. TOP 4'-0" 3-451-411 4' 4" s PER BDRM.#2 LAUN. LAN 8' 8' CLG 88CLG.i ii ry -- T F= ti� ry4) i ii 2 H i . i ° - -� y FOYER - DW. DBL. MT S -8 CLG.- 2-0 TOP _ PLATE @ 22'x54 -i G X { j HDR ® A ATTIC 1 "' ,�,��pp`0 I I 1 -S' m L AGGESv U '�Jw T- 1O N F1 - - n - m r o ON D 'n O t� B A EN LL RD KITCHEN 1 AS REQ. 5 _011 = I� ii m B-8 CLG I 0 0 PER SLDG. I I I r m CODE v ENTRY �..:.. 8'-8' cLG F -m 111 411 i...: ;..�. e .� V1 r= .� ....�. GARAGE _ NOOK e x _ V-8' CLG. `r = 01-8' CLG. GABLE RM*�FS r .I 0 U) ro S L25-SH HB m �� 4. �.. U = 16' O' X 1' O' O.W. L: •1 I•I I•I ._y - �II .jl mll 2 u -6 -0I 0II0 6-0 3 -8 II p y L \Ac \ '1a` h ^i . 201_On 61—Lill 131-4 .a 401-011 _ _ &R-4 AR -DETAIL ABLE ROOF NOT INC i„HP � F L 0 O R P LAN ON THIS SCALE: 114' = I'-& I gat SI: ;Awl • AA 'i am. i .€ess 0, 01 < ? a , FIGURE A301.2(7) COMPONENT AND CLADDING PRESSURE ZONES NOTE: VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., gSUITE 22 MELBOURNE, FLOIDA32901 P91H: 321-802-350comwww.up.AA #: 0003325 i.• � F14a '4 h n cy �y e ° � q ' r� SUBDIV. 8e LOT: CREEKSIDE LOT #65 r RO JEC TIj# 04321.200 065R1 MODEL: 1'756 "EASTHAM" G A ,A`GE S VfMG: 1 LEFT FLOOR I' PLAN R TNIPH EXP. C ARCHITECT STATE OF FLORIDA h s r^ V 1' j' 219 MICHAEL C. ANDERSON AR NO 17305 l10 17 19 ATE: SCAItlE: 1/4"=1'-0" SHEET I � 1 LIGPT Q 6' RAISED BAND TYP. v 0'-0" FIN. FLR.r 0'_B" BRG. NCsT_o, 1'-0 0'-0 FIN. PLR 8'-a" BRCS. -IGT. 4B TYP. A II -0" FIN. FLR ill = w 1 1� "I 'I FRONT ELEVATION. SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDCsE VENT SHINGLE ROOF 6' RAISED BAND TYP. mj ,� '-O' FIN. SLR. BRCS. H!�T. 1'-0 0'-0' FIN. FLR.r OFF RIDGE VENT v L HC=T. " FIN. PLil. REAR E 1LL YEVATIO SCALE: 1/4 = I'-W TEXTURED FINISH -S" BRG. I- GT. 4B A TYP. _ II r- C SLEET ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDCs1- VENT v � ------------- ------ r I 0'-0" FIN. FLR. -8" HRCa. 14CxT. m'-0" FIN_ FLR. DECO. DETAIL A SCALE: 1/2 • 1'-0' MODEL 1756-EASTHAM AREA OF ATTIC = 2503 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300' REQUIRED VENTILATION AREA - 2503 /300 - 8.34 SQ. FT. 8.34 = 1201.44 SQ. IN. MIN. REQUIRED VENTILATION IN = .4X 1201.44 UPPER PORTION OF ATTIC = 48a576 SQ. IN. (BALANCETO,BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT (net free area) TOTAL#OF VENTS REQUIRED = 3.48 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ, IN. PER LINEAR FT (netfree area) LINEAR FEETOF SOFFITREQUIREC 68.65 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 a PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 X w W 0. v =a r I� CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 ; ,10E7r 1756 "EASTHAM" IC•ARA0E SWING: LEFT ELEVATION "AXT 1 STATE 2')F FLQgRPA OCT 1 inAACHAEL C. ANCEF . IK tiH NO 1T PRINT DATE: 10/17/19 SG E:1/4"=1'-0" RIGHT E LYEVATIONV SCALE:: 1/4 = 1'-0' TEXTURED FINISH ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET OF OUTLET WIRED TO SWITCH T GFI 110V .OUTLET EQUIPAULI INTER! D R (TAMRND ER INTERl1F'TER !TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CRWECTION WP EXT. WATERPROOF GROUND FAULT ON OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER v24 SWITCH 4-WAY OPER WALL MOUNTED LIGHT GEILING LIGHT © LED CLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ^ WALL SCONCE 11 PRE -WILD eVENT. FAN I CFM PER SQ. PT. VENT. FAN W/LIGHT 1 CFM PER so. FT. VANITY LIGHT- -FIXTURE (SPEC18 TOP BY BUILDER) FLUORESCENT WRAP ® AROUNDLIGHT (RECESSED) 41)(2' FLUORESCENT 2-15ULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT �-� 4' FLUORESCENT 4' TRACK LIGHT n o_I 0 PANIEL- OWN METER OcjD, SMOKE DETECTOR W/HARDWIRE UP WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE S/GO CARBON MONOXIDE SMOKE DETECTOR® GATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A PIBTANCE COMBO CF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE UN -I DISCONNECT TO 5E D ELEVATE AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRED O TO BE SUPPORTED IN ACCORDANCE W/ BOX J_SOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED 70 BE SUPPORTEDTEDININ CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24'LIGHT nnn•O ST11 PT nnnnnn 36' INCANDESCENT o LIGHT STRIP nnn n 46' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD 1--� P.B. PUSH-BUTTON FOR CHIMES USB PORT ' LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS t0 BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (292112 4 NEC 210.12 2014 EDITION, 20 AMP DEDICATED LAUNDRY CIRCUIT. ' GFI s ISLAND (NOT ON KITCHEN CIRCUIT) • DI5HWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS O° SECTION M15013 FBCR 6TH EDITION (201V ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (20171 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (XI -I) . ALL LAMPS SHALL BE SELECTED BY BUILDER AND ]; OF LIGHTINa MUST BE ENERGY EFFICIENT TYPE PER pa!-_ ENERGY r1xJAERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011,6th EDITION R404.12011,bth EDITION R404.1 V1=L OWNER'S BATH � I I W.I.C. I� I� I CEILING MTD. LIGHT TO INSTALLED, PROVIDE OWNERS BE J-BOX FOR OPT. FAN SUITE LANAI CLG FAN I BEDROOM #3 I BATH #2 1 , L PRE -WIRED ` S I � �IIGFI'I PRE -WIRED CLG FAN GREAT ROOM r 9M _ PRE -WIRED CLG FAN r CLG FAN \ � I �� i r _ ' 1 V JQ L A/C-,J —%-C DINING ROOM OUTLET FOR DW GFI 0 CsFI PRE -WIRED =3* -- X GFI CLG FAN �p� FOYER GFI LAUNDRY - PW SINK LTa GFI g CzFi ' 44' AFF. 44' AFFWH . -' / ! L L WP - GF1 'LU CP.5_ FOR E W" r '/ :I KITCHEN , --� J// DOOR 1 I GL I _ WALL MOUNTED J , COND. B AS REQ. / 01 LIGHT W/ SWITCH II ` HOOD J IN ATTIC ( PER BLDG. WIRE W/ I CODE WP (991 0 - 1- L L ' OUTLET I GFI FOR FOR ENTRY I ', _�_ FUTURE 1 I (L MICRO METER TT FIELD VER LOCIFY 0- i i KEYLESS 1�1 FIXTURE (GFI) 1 NOOK RIGATION GARAGE 1F)RU TLET A 148' AFF. , / LL i - OPT. - - COACH LIGHT 1'---------�- ELECTRICAL PLAN SCALE: 1/4" = 1'-0' PASTE PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #2/0 Cu TH1NN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THINN & 1- #6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood 1800 3 4 #12 1 20 Small Appliance 1500 5 6 Space Space # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal OR 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer/ Hall 900 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room / Din. Light / Lanai AFCI 900 15 16 #14 1 15 Kitchen Lights / Pantry / Drop AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 Bed #2 / Laundry AFCI 1200 19 20 1000 Garage Door Opener GFI 20 1 #12 #14 1 15 Bed #3 / Bath #2 AFCI 900 22 1200 Garage Lts & Recepts. GFI 20 1 #12 Space 24 900 Owner Bedroom/ SD's AFCI 15 1 #14 Space 26 900 Owners Bedroom / W.I.C. AFCI 15 1 #14 Space J27 28 1200 Exterior Lts & Recepts. G1=I 20 1 #12 Space 30 Space Space 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #6 '? 60 A/C AHU-1 (Heater 10 KVA at 65% 9600 39 40 4400 N.C. A/C C.U.-1 40 1 #8 41 42 Load subject to demand factor calculations / line 23400 26800 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI. ARC FAULT CIRCUIT INTERRUPTER NC: NON COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 50200 First 10000 watts at 100% 10000 Remaining watts at 40% 16080 Total A/C load 10`% for future growth 1608 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD PASTE Total Connected Load VVatts 27688 Total Amps (Watts / 240 volts) 115.4 ----------� f o 0 o a — I L L I I I I I 3'-O" \�-'-------- LED LIGHTING @ DBL. LAV. OWNER'S BATH I 1 I � I — I L C LED LIGHTING @ SINGLE LAV. BATH 2 PROVIDE 3112/0 CU, THIN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) 150 Al" IF ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES: M ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITIONN (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE EQUIPMENT POWER COMPANY TRANSFORMER 7 v= PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 49 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 104 CU SERVICE GROUND CONNECTED TO CONCRETE IENCASED FOOTER STEEL PER ELECTRICAL: PROVISIONS OF THE FBCR &tH EDITION (2011), 5/S" DIA X 8 FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N h W V w 0 F h Q E ti Sl TBDIV. 8e LOT: CREEKSIDE LOT #65 PROJECT* 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN to#160 MPH EXP. J ARCHITECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 rs"r" 1917 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET El i 11 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: CREEKSIDE LOT #65 ]PROJECT# 04321.200/065R1 MOIDEIZ 1756 "EASTHAM" QARAQE SWINQ: LEFT �PAQE: PLUMBING PLAN V 4,160 MPH EXP. ARCHMEOP 8-1,'CCE OF FLOHDA ,pCT 17 2019 MICHAEL'C.- ANDERSON AR NO V305 DATE., 10/17/19 SC : 1/4"=l'-O" SHEET I � I Tv 1 i lOx(b 120 CFM S, 4' n I I I 4 45 CFM l L n a 10x6 10X6 120 CFM 1-15 CFM CFM 10x6 L0 , 1l5 CF; I 50 II CFM 10X6 120 CFM 8X4 n 45 CFM AK 10X6 120 CFM 4' 10Xfo _ 1i5 CFM 8X4 45 CFM 5 1� C �I I � i i.l HVAC PLAN SCALE: 1/4 = I'-0' 0 4 �0 lOx6 120 CFM 10x6 120 CFM -L EASTHAM EQUIPMENT SCHEDULE 2.5 TONS MF1G CARRIER C.U. 25H5C530A•030• A.H.U. FX4DNl13,FJ031L HEAT 5 KW SEER 15 SEER TOTAL CAP 28400 ELECTRIC 208/230APH BRKR G.U. 30 A.H.0 35 REF LINES 3/4" E 3/8" R—VALUE FLOOR SLAB ON C:RADE EXTERIOR WALLS CMU - INT INSUL FRAMED WD - ADJ, FRAMED WD - EXTE CEILINGS UNDER ATTIC r I w w 13 0 F a 0 SUBDIV. & LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: HVAC PLAN 60 MPH EXP. C PRINT 10 17 19 DATE: / / SCALE: 1 /4"=1' — 0" SHEET J( mI 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL ® 32' O.C. MAX 0'-0' FIN. FLR. PRE -FAB TRUSS 2X4 WOOD STUDS e24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x&, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' = i'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �6' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN- FLR 1' -0" 5/8' GYPSUM B( OR 1/2' HIGH STRENGTH CLG. BOARD "' DIA. SLEEVE, tO NOT CUT L I BOND BEAM SOLID GROUT W/ (1)- "5 (2) COURSE O NOT CUT 4E BOND EAM EBARS 2A-�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1 INSULATION WINDOW ATTACHMENT \r AS PER MANUFACTURES -- SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU GYP. WL. BD. WOOD BASE - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OL 0'-0' FIN. FLR H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOT PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A -STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE: II, ASTM D 486g TYPE IV, OR ASTM D 675-t A"' AND REAL ` LME `I � PVC SLEEVE FOR GM LINE 1/2'GYP. WL. CD. WOOD CASE 2B GAS LINE THRU BLOCK D1 SCALEe FIB LASS SHINGLES OVER 0 30 LT PAPER OR SYNTH IC PRODUCT, INSTALLED R SECTION R905.1.1 �' O.S.B. SHEATHING O ' CDX PLYWOOD SECURE PER FASTENER SCHE E MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR.,L 8' CMU — La' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REa VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REG. CORNER BEAD S' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REG. SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 � GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-O" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFBACK AT ALL UPRIGHTS 1 PER STRUCTURAL DETAILS TPRE-ENG WD. TRUSS YP. PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES f - PER ELEVATION / 5/8' GYPSUM BOARD OR In' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHP Ix2 P.T� STRIPS 1/2' GYP. Wt B. A WZ WINDOWVPENING FIBERGLASS SHINGLES OVER 030 FELT PAP OR SYNTHETIC PRODU , INSTALLED PER CTION R905.1-1 ON �' S.B. SHEATHING }' COX PLYWOOD ECURED PER m' FASTEN SGHEDULE TYP. MTL. RIP EDGE O.H. 2 A -%CIA PER EVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU * 0'-O' FIN_ FLR TYP.\WALL SECTIONNO f OP INCs 1-STORY GABLE BLOCK WALL 11 SCALE: 3/4' = I' -C' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w w 0 F 0. v h W A F 4 SUBDIV. 8e LOT: CREEKSIDE LOT #65 PROJECT* 04321.200 065R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C PF ARCHITECT: STATE OF FLORIDA V� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: / / SCALE: 1 /4"=1' — 0" SHEET SECURE 2x6 MIN. TO BLK W/ (2))5'XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR H IN JOINTS PRIOR TO FILL! C "-8ECURE 2x4 ONE FLAT TO ISLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) J )9X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. _ 1-2X6 Pt BLOCK 111 CENTER OF DOOR HEADED il/(!)X'X8' J-cc;,LTS 4' EMBEDMENT W/ 2'X2'Xli' WASHER AND NUT. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D MALE, 1/2'.P-e' 2X4= SECURE TO BLOCK W/ %' 2X4= TAPCONS (MIN. SHANK SIZE SECURE TO BLOCK W/ W6' .145 TAPCONS MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 8' CMU WITHIN 8' OF EACH END a NOTE: STRUCTURAL 2k MIN. EMBEDMENT 1 Y4') X' DRYWALL 18' O.G. MAX SPACING. MUST BE ON OUTSIDE a WITHIN 8 OF EACH END a NOTE: STRUCTURAL 2X 1'X4' OR I'X2' P.T. NAILER 2X6 SECURED tHROUGH 18' O.G. MAX SPACING. MUST BE ON OUTSIDE a Ix4 P.T. OR s/a'X4' MIN. SECURE TO BLOCK W/2- 6 2Xbcw SECURED THROUGH ❑ SECURE THRU FRAME a TAPCONS TAPCON MIN. 1-AL 7APGON MIN. I-Ya' .NON-STRUCTURAL 3(6' SECURE to BLOCK W/2-3i{6 EXTEND I-Y4' INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK TAPCONS TAPCON MIN. 1-Y4, W/ W&' TAPCONS MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK ❑ (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y 4') 8' CMU Yz' DRYWALL MIN. HEAD SITE 00 3 8' CMU MIN- HEAD SIZE 300 WITHIN 8' OF EACH END a MIN. EMBEDMENT 1 Y4') DRYWALL MIN. EMBEDMENT I-Y4 ' 113' O.G. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER WITHIN 8' OF EACH END a , WITHIN 8' O- EACH END a 2X8:® ❑ 18' O.C. MAX SPACING. ❑ 1 X4 OR I X2 P.T. NAILER 18' O.G. MAX SPACING SECURE TO BLOCK W/2-W6' }(6' OS$. X 4' MIN. 2X8cm TAPCONS SECURE TO BLOCK W/2-%' DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING TAPGONS DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 ATTACH TO 2X PER WITHIN 8' OF EACH END a ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8" OF EACH END a ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB 18'O.C. MAX SPACING. MANUFACTURES DETAILS. (DO NOT EXCEED 41) (DO NOT EXCEED Y4) NOTE. 841M AS NEEDED To MU-6 Jere (DD NOT pcCMD V) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15//16" DOOR JAMB TO BLOCK +3" �nl WINDOW TO " BLOCK +3/4 OR +5/4 U(� WINDOW TO BLOCK +1-15/16" _ " �1 WINDOW TO BLOCK +3" ' SCALE: N.T.S. SCALE: N.T.S. SCALE: N.TS. 2X4= 2X4:® 2X4:® SECURE TO BLOCK W/ )(6' SECURE TO BLOCK W/ W(a' SECURE TO BLOCK W/ 3i(6' TAPCONS TAPCONS OR TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE -145 (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') MIN- EMBEDMENT I Y4') WITHIN B' OF EACH END a NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END a WITHIN 8' OF EACH END a NOTE: STRUCTURAL 2X W O.G. MAX SPACING. MUST BE ON OUTSIDE a 18' O.G. MAX SPACING. IS' O.G. MAX SPACING. MUST BE ON OUTSIDE a 2X6:® SECURED THROUGH 2X6:® 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-Wb NON-STRUCTURAL Vol TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE TAPCONS TAPCON MIN. I-Y4 1 .145 EMBEDMENT INTO BLOCK .145 (MIN. SHANK SITE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8 , mu MIN. EMBEDMENt 1 Y4') MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END a 1e" DRYWALL R WITHIN 8' OF EACH END t 8 CMU WITHIN 8 OF EACH END a 18 O.G. MAX SPACING. 18' O.G. MAX SPACING. YJ DRYWALL W O.G. MAX SPACING. Yt' DRYWALL 2X8:® ❑ I'X4' OR I'X2' P.T. NAILER 2X8:® ❑ l'X4' OR I'X2' P.T. NAILER 2X8= 1'X4' OR I'X2' P.T. NAILER SECURE To BLOCK W/2- ' ND 2X SECURE TO SECURE TO BLOCK W/2-346, DOOR CASING SECURE TO BLOCK W/2-%(6 OOR CASING TAPCONS(MIN. SHANK TRUCTURAL MEMBER /(2)12d WITHIN 8' OF EACH [END TAPCONS (MIN. SHANK SIZE TAPGONS (MIN. SHANK SIZE .145 145 MIN. HEAD SITE 300 AA a 6' TO 8' O.G. MAX .145 MIN. HEAD SIZE 300 4 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4')DOOR CASING MIN. EMBEDMENT 1 Ya') AttACH t0 2X PER MIN. EMBEDMENt 1 Y4') ATTACH t0 2X PER WITHIN 8' OF EACH ENDDOOR JAMS OR WINDOW WITHIN 8' OF EACH END a MANUFACTURES DETAILS. WITHIN 8" OF EACH END a MANUFACTURES DETAILS.IS' O.C. MAX SPACING.TTACH TO 2X PER 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1�4" DOOR JAMB TO BLOCK +3" inZ WINDOW '' TO BLOCK +1-1/2" � WINDOW 1J TO BLOCK +2 1/4" WINDOW TO BLOCK +3" SCALE: N.tS. SCALE: N.T.S. l SCALE: N.T S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END a MUST BE ON OUTSIDE a IS' O.G. MAX SPACING. SECURED THROUGH NON-STRUCTURAL 3.(6° SECURE TO BLOCK W/1-114' T PCON MIN. TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8" CMU - 'DRYWALL WITHIN 8' OF EACH END a 18' O.G. MAX SPACING. 1'X4' OR I'X2` P.T. NAILER ❑2X8=w SECURE TO BLOCK W/1-1/4' 1{6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 4� MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END a ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOM. SWIM AS NEEDED TO FUM JAMS (Do NOT E)a:WW 16'J DOOR JAMB TO BLOCK +3-7/16" �1 WINDOW TO BLOCK +3-7/16" " SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 l'4') WITHIN 8 OF EACH END a NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE a 2X6 SECURED THROUGH SECURE t0 BLOCK W/1-1/4 , NON-STRUCTURAL -Wg," TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END a V DRYWALL 18' O.G. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS V' OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END a TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOORJAMB TO BLOCK +3 3/4" iul WINDOW TO BLOCK +3 3/4" _1 SCALE: N.TS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 001111111 F W V W 0 F tj h 4 F q SUBDIV. ae LOT: CREEKSIDE LOT #65 PROJECT* 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT Off 11 2019 MICHAEL C. ANDERSON AR NO 17305 DATE.- 10/17/19 SCALE: 1 /4"=1' — 0" SKEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT -� �' THICK, 3 COAT CEMENT \ PLASTER FLANGE OF CONTROL JOINTS T 02, BE WIRED TIED TO LATH + 9' WRB LAYER FORTINEIER O.G. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %' LEG MAY BE USED TO TEMP. FASTENED oi' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP • T' O.C. MAX VERTICALLY WOOD SHEATHING OR 7/I6' ZIP SHEATHING SYSTEM F'ER qNNSTALLED MANUF.6 CS.) 77 To 1i' P MIN LATH SHALL NOT 6• TO 9• BE CONTINUOUS 6 To a MIN. THROUGH CONTROL M'*1. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. _� PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO 8' 1.10.1.4 FROM CONTROL JOINT WHEN NOTE: \ \ / CONTROL JOINT STRUCTURAL STUD FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADl \ TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT O1. FOLD INWARD . PT. A OI. FOLD INWARD • PT. A 2. CREASE • PT. B O L FOLD INWAID • ® 1. FOLD INWARD • Fr. A PT. A 7. CREASE • PT. B s. OKI • PT. B 3. GREASE • Pi. C 3. GREASE • PT. G 4. FOLD PT. G OVER PT. B TILL PT. G TOUCHES BOTTOM FLA4GI_=_= ® ®FOLD .11• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION .PROCEDURES FELT UNDERLAYHENT SHINGLE ROCFIl DRIP EDCiE� OVERLAP EMEND la' BELOW SHEATHNG, MEOHANICALLY FASTEN 4' Or- MAX / ® \ / BOTTOM v FLANGE WATER TIGHT SEAL. FOLD. DO NOT OJT. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / I" MIN. LAP ® METAL LATH 6" MIN PAPER LAP BELOW ONLY / WRB LAYER +2, FORTIFIBER/ BUILDING PAPER n APER LAP SCALE: 1 1/2' = I'-0' Q KIC KO UT THICK, 3 COAT CEMENT / PLASTER (FRAME), 1/2' 2 COAT / CEMENT PLASTER (CMU) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAI'•E ONLY) WPM LAYER "I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILNG FLANGE, STOP WRB AEiM= I Jf' ABOVE SHIW_,LEB (F RoVIE ONLY) 9. FiQM1E OR CMU �. EXTERIOR orrs&% M1;AEl - - -- Il WALL FLASHNG Q B KICK -OUT FLASHN6 (SE DETAIL) FASCIA WRAP DETAIL WATER TIGHT' SEAL (BEND OR SOLDER DO NOT CI1T) LATH VERTICAL LAP TO BE I' I METAL LATH WRB LAYER'S, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - NO NOTE: NO OR 1/16' ZIP SHEATHING SYSTEM SIDE LAPS OF METAL (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-1 1Nll. AS PER ASTM CI063 1.81 NOTE: J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANLIF. SPECS.) 6• MIN LAP LAP c LATH LAP u PAP-R FOR REPAIR of TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WA40USE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK z Y Z ROOF CEMENT 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR LUOOD SHEATHING OR CMU LURE LATER 01, STUCCO WRAF (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP l 4 TAPE OVER ROOF/WALL SCREED 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT LUALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLAS HIN 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE -- FLASHING STEP M INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 FLASHINGSELr-ADITERING MEMBRANE IWRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' I 6 I SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE Y` T 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL %\PPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER _ SHEATHING ELASTOMl COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3 PIE N.TP.5. PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing --shall comply with ASTM C 1063-12A. DRAINAG:E PLANE (WR5 STUCCO WRAP) WRP LA`T'ER #2 (FORTIFIBER — — 5UILDINCs PAPER) 1„IET)AL LATH x x x x STUCCO WOOD SHEATHING OR -1/16' ZIP SHEATHING SYSTEM C INSTALLED PER MANUF. SPECS.) 5ELF—ADHE51VE FLASHING — — — NOTE - 1"IETAL LATH: LATH TO 5E PER SECTION Ri03.7.1 / )A57-1 C-047-Oc3, 1" IIN. 2.5 L85. PER SQ. `I')ARD (UT I L I Tl' OR NOt° I INAL LATH DOE5 NOT 1 IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i g ngro u p. com AA #: 0003325 EE, W y U W 0 y4 U F A tiLA SVBDiv LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C 00 rARCHRECT: .STATE OF FLORIDA LOCT 17 2019 MICHAEL C. ANDEI AR NO 17305 DRAITET 10/17/19 SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SACKER ROD SACKER ROD WR5 LAYER 01, STUCCO WRAP INSTALL Co' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 113OTTOM 2 SIDES 3 TOP VENT CAP IS TO 5E SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 5E TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS- E-Z 5EAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application I x 11 requirements of ASTM C 926 12A. r t X Installation of exterior lathing and framing ' ,! shall comply with ASTM C 1063-12A. l j, HOODED VENT �X X J' THICK, 3 COAT CEMENT PI,.ASTER METAL LATH WR5 LAYER 02, FORTIFI5ER 5UILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) (INSTALLED PER MANUF. SPECS-) OR WOOD SHEATHING WR5 LAYER °I, STUCCO WRAP WR5 LAYER 02, FORTIFISER 5UILDINO PAPER WOOD CONSTUCTION (METAL LATH 5, CMU VINYL CASING BEAD W RAISED BAND V TO �' 'MiD-WALL WEEP SCREED 6' WIDE STRIP SELF 7\ ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT �C HORIZONTAL WEEP SCREED W./STONE VENEER FRAME TO BLOCK) ]LEGEND DRAINAGE PLANE (WR5 LATER #11 STUCCO WRAP) WR5 LAYER #2 (FORTIFIBER — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD 5HEATHINCx OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO SE PER SECTION R-1031.1 / ASTM C-04-1-0'3, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET !IN CONT. SEALANT) SEALANT e TOP 4 SIDES R VENT ( BLOCK 5UILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER / UNDER 'QUICK FLASH' NOTE: V IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO Akmt7-/A IC..) K>=L- M i Yf= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK— ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION UOOD CONSTRUCTION VIV ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) OR WOOD SHEATHING WR5 LAYER *I, STUCCO WRAP WR5 LAYER *2, FORTIFI5ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ya" TO Ya" MID -WALL WEEP SCREE-) �`-6" SELF-ADII4E5IVE FLASHING WOOD FRAMFD WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES APPLY STUCCO SCRATCH COAT AND ONE (1) LATER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVIT" TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC- WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR E3OX INSTALLATION WR15 LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP 5ELOW CUT SUCH THA NO MEMBRANE ENTERS Box, APPLY TO FA( EDGE STEF '*1 5T APPLY E-Z BEAD .°.°.°.° OVER 9)0 MIN ° '°'°'° ° .° °. GRADE 'D' '; ;' FELT -PROVIDE ° • ° SEALANT AT ALL o o JOINTS AND e • • ° INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF- SPECS.) OR WOOD SHEATHING WR5 LAYER "I, STUCCO WRAP WR5 LAYER 02, FORTIFI5ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION FINISH a WOOD 1 FASTEN TO WOOD STRUCTURAL V MEMBER O 1' O.C. MAX e' cMu Ye' TO )J' MID -WALL WEEP SCREED 60WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRE5 LAYER *I, STUCCO WRAP CUT 'X" INTO SELF -ADHERING �X� MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR5 LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING I WR5 LAYER *2, FORTPI5ER BUILDING PAPER 5T ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP "5 57EP #G OELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 pcomwww.abdesigngrou. 5AA #: 0002 SUBDIV. & LOT: CREEKSIDE LOT #65 PROJECT* 04321.200 065R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBic DETAIL 60 MPH E ARCHITECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: / / SCALE: 1/4"=1'-0" SKEET WA2 EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER 01, ,WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR p BARRIER m WOOD WRB LAYER "2, FORTIF15ER FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. WEATHER NER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG�D TRUSS PEEL 4 STICK) _ METAL DRIP E D - BARRIER 02 THICK, 3 GOAT CEMENT SET IN FULL BED OF 3/a' HAT CHANNEL WEATHER RESISTIVE 6' PEEL 4 SEALANT,Yz' MIN. / 6' SAF. \ PLASTER BARRIER "1 SPACE FROM DRIP PEEL 4 STICK W/3/e' TYPE 'X' DRYWALL STICK 9 DRIP FACE TO TREX 1 I Xy'x3' 'L' FLASHING 6' SAP. s TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER 02. EDGE t0 FULLY EMBEDDED DECK I IN ROOF CEMENT ` 'THICK 3 GOAT CEMEN,,, 4' POSITIVE DRAIN PLASTER V RIES `i I V X 3' 26 GA. GALV. WOOD SHEATHING _ � WEEP SCREED METAL LATH Y4' GAP FOR BACKER METAL DRIP EDGE WRB LAYER "I, ' �` ` ROD 4 SEALANT SET IN FULL BED OF i '� �� WOOD SHEATHING 7 Ya' GAP FOR BACKER SEALANT, Y:' MIN. STUCCO WRAP 1 15 O 3/a P.T. OR SIMULATED �� WOOD (TREX) FILLER, VINYL CASING BEAD ROD < SEALANT SPACE FROM DRIP THICK 3 COAT CEMENT \ CONTINUOUS FACE TO TREX WEATHER RESISTIVE PLASTER �� 6' SELF-ADHEREING WATER PROOFING let �� WEATHER RESISTIVE VINYL CASING BEAD BARRIER "I AM66-WFWC-180 CUSTOM CASING BE i r� FLASHING WRAPPED LAYER (2 LAYER PEEL < BARRIER "I X EXTERIOR GRADE WEATHER RESISTIVE ® TOP OF WEEP SCREED STICK) WRAPPED FROM _ �� BARRIER *2 DRY WALL BALCONY DECK TO �,ynuien BARRIER RESISTIVE LAYER (2 LOAYER PEEL '� ____--~ EXTERIOR COLUMN TO SHEATHING BELOW -- ' CANTILEVER "P �1O°4A"TM 4 STICK) 0iAP11TY D COLUMN SHEATHING - WRB LAYER 01, �' THICK, 3 GOAT CEMENT 4' POSITIVE DRAIN % \ X \ STUCCO WRAP WEEP SCREED PLASTER 6' PEEL 4 STICK VINYL CORNER BEAD ` DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP 6' SAP. i, WRB LAYER 02, FORTIFIBER VINYL CASING BEAD SUB FLOOR ` EDGE \EEL < STICK - -LASHING NO GAP IN FIELD _ X� x3 L FLASHING i BUILDING PAPER (SHOLIN FOR CLARIFICATION OF ®® 3 X 3 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN ------------------' nl i SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE � L ROOF CEMENT - SET IN FULL BED OF 6' SELF-ADHEREING � 1 I'X1 �'a' P.T. OR SIMULATED METAL DRIP EDGE FLASHING WRAPPED SEALANT,1� MIN. •_ I 1 J5 X 3 26 GA. GALV. WRB LAYER 01, ' WOOD (TREX) FILLER, SET IN FULL BED OF i m CORNER OF CANTILEVER SPACE FROM DRIP 1 'Xl ' PT OR SIMULATED FACE t0 TREX SEALANT, V MIN. STUCCO WRAP ' CONTINUOUS `VINYL CASING BEAD SPACE FROM DRIP � � o ' 4' POSITIVE DRAIN WOOD (TREX) FILLER, AMIGO AM66-WE-'180 `�� 1 Y ,� WEEP SCREED Ya GAP FOR BACKER CONTINUOUS CUSTOM CASING BEAD `. - ROD SEALANT WATER PROOFING let FACE TO TREX FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 YOPT. BAGKEREROD. VINYL CASING BEAD --- PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING let C ANTI]LE VE R DRIP 3/4 RESILIENT BALCONY DECK TO MODIFIED 90 LAYER (2 LAYER PEEL 4 NO GAP IN FIELD _ HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 1 Q VINYL CASING BEAD �' THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK t0 SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE PLASTER VINYL CASING BEAD CASING BEAD METAL LATH � is THICK, 3 INSTALLED, PLEASE SEE' THICK 3 COAT CEMENT DTL. ® CANT. MANUFACTURERS 5/S' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER 10 A INSTALLATION PROCEDURES �j WEATHER RESISTIVE JJLL�-11 W/TEXTURED 4 PAINTED BARRIER "1 5/8' T PEE 'X'RED 4DRY�W ALDL METAL LATH SCALE: 1 1/2'=1'-0' FINISH WEATHER RESISTIVE WOOD SHEATHING i' THICK, 3 COAT CEMENT BARRIER E FINISH 4' POSITIVE DRAIN 4' POSITIVE DRAIN PLASTER a�' THICK,.3 GOAT CEMENT WEEP SCREED WEEP SCREED NOTE: DRAINAGE �'LA RB VINYL CORNER BEAD PLASTER I�OT /� I I LA�ER #1, STUCCO UJfRAI -) VINYL CASING BEAD NO GAP IN FIELD— VINYL GORIER BEAD (S GAP IN FIELDOF METAL LATH: LATH TO BFz FER SECTION , (SHOWNFORCLARIFICATION L CSHOWN FOR GLARIrICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R703.7.1 / A5T1" I C-847-09, MIN. 2.r;) L55. IURB LA%T�ER *2 (FORTIFI3ER — — — — — SEPARATE ACCESSORIES ONLY) FER 5Q. �'ARD (UTILITI" OR NOMINAL PUILDING PAIPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION ® COLUMN EDGE INSTALLATION @ LATH DOES NOT MEET 5F'ECIFICATIONS) METAL LATH x x x x W "L" FLASHING) SCALE: NTS NOTE: WOOD CONSTRUCTION STUCCO WOOD SHEATHINGS NOTE: IF ZIP SHEATHING SY tE E,M IS IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE INSTALLED, PLEASE SEE MANUFACTURERS WEATHER RESISTIVE 2X FRAMING MEMBER WPM LAYER 41, MANUFACTURERS INSTALLATIO PROCEDURES BARRIER "I U:OOD SNEATi-I INCH STUCCO WRAP x: INSTALLATION PROCEDURES 3/4 RESILIENT WEATHER RESISTIVE OR 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) HAT CHANNEL BARRIER 02 CHICK, 3 COAT CEMENT WOOD SHEATHING SELF-ADHESIVE FLASHING — PLASTER WRB LAYER "2, FORTIFIBER VINYL CASING BEAD I i i' THICK, 3 GOAT CEMENT - - CORNER BEAD BUILDING PAPER x, .r- --•�� --r - METAL LATH /211 x ' i WRB LAYER *I, FASTENED TO SHEATHING ' STUCCO WRAP PLASTER 2 5/8' TYPE 'X' DRYWALL - „ METAL LATH , , W/TEXTURED 4 PAINTED O.G. MAX. I , WOOD SHEATHING x--'c- x _—x--z-�x-Fx—�C TI TICK 3 GOAT CEMENT ! WRB LATER *2, FORTfFIBER FINISH r(OR INST�A%LeoPERHANJr.eM'rcfi-) I x ' THICK, 3 GOAT CEMENT (2) 2x12 HEADER I ` PLASTER ' I ' BUILDING PAPER PLASTER I x CV WRB LAYER *I, 6"5ELF—ADHERING 4' POSITIVE DRAIN STUCCO WRAP FLASHING J METAL LATH VINYL CORNER BEAD WEEP SCREED 1 x WOOD SHEATHING (EXPLODED THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD i CLARITY) (SHOWN FOR CLARIFICATION OF I 1 VIEW FOR PLASTER SEPARATE ACCESSORIES ONLY) METAL LATH DRIP GAP ; x� 11D DRIP EDGE WRB LAYER 02, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE — ~�___\\ NOTE: CORNER BEAD FRAME WRB L Y R IF ZIP SHE HING SYSTEM IS WOOD CONSTRUCITON L� STUCCAP INSTALLED, PLEAS SEE , MANUFACTU ERS 2 1�2 WRB LAYER "2, FORTIFIBER , INSTALLATION PROCEDURES WEATHER RESISTIVE , BARRIER "1 CORNER BEAD \ .—WEATHER RESISTIVE I (FASTENER 4 SPACING g —f" O.G.) BUILDINGS PAPER BARRIER "2 N METAL LATH ; VINYL CASING BEAD 1 j THICK, 3 GOAT CEMENT c� PLASTER �' THICK, 3 GOAT CEMENT ' — - PLASTER ' 5/5' TYPE 'X' DRYWALL METAL LATH s� LI L FIN15H RED 4 PAINTED (OsSELc � aNUF. sP9 TEM cGMA FLASHING HERINCs tH CK, 3 GOAL CEMENT ��' Z 6F+1=ii7 lea 6YS S- PLASTER ^ ' 5/B" THICK 3 COAT CEMENT VINYL CORNER BAD VINYL CORP. 4' PLASTER APPLIED DRIP GAP E POSITIVE DRAIN - - WEEP SCREED DIRECTLY TO MASONRY -- - - WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD k B ]L, O C KK 15 B CASING BEAD @) WINDOW 11EDRIP EDGE INSTALLATION FRAME, NO BAND)- 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www. a bd esigngrou p.com AA #: 0003325 W W U W 1 0 F 4 F q 4 SiJBDIV. 8c LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT= STATE OF FLORIDA Ahjt-^� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 TET 10/17/19 ALE: 1/4" =1' — 0" EET WA3 - ---------------------- � - 2x� 5UB-SAND W/1"x4" NOTCH a END, WRAPPED IN 1=r-;--L 4 STICK DRIP EDGE 1/8" TEXTURED FINISH -8 WOOD 1/2" TEXTURED FINISH 6 CMU METAL FA 1� I� I` I` I ` 1 \ 2x6 sue r METAL FASCIA \ WRAP Ye" FROM `\ STUCCO, 1" FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ �\ NOTE NOTCH FOR 2X& \ SUB BAND ONLY "1\ 1 � ELEvATION Ee —ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �- 1-1/0" TEXTURED FINISH / WOOD, 1/2" TEXTURED i / FINISH 6 CMU '-,�2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING CR GMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRe LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE.' IF ZIP SHEATHING PLEASE SEE MAP PROCEDURES PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - 0' SCABBED TO TRUSS W/126 NAILS (o"-S" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH g END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL OP WALL SUB BAND DETAIL OP WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" A50VE 50TTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE 5OTT01" 1 OF DRIP EDGE 2x SU5-54ND W/lY "x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w w w F 0. U w A F a SUBDIV. 8e LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT STATE OF FLORIDA OCT 17 2D19 MICHAEL C. ANDERSON AR NO 17305 rs"r' a 1917 DATE: 10 / / SCAT E: 1/4"=1'-0" 1 SHEET A6 4Y-0" 30'-81, 14'-0" 12'-0" I FRH FOUNDATION PLAN SCALE: 1/4 = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.123INDICATED #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. 6x6 W1.4XW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR BARRIER REMARKS COMPACTED FILL FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 12" CONTINUOUS 18" (2) #5's FM-12x12 12" CONTINUOUS 12" (2) #5's TE-1 8" SEE PLAN 8" (1) #5's (-)0"-0" FMC-12x18 12" CONTINUOUS 18" (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's 00'-0" F1-24x24 24" 24" 12" (2) #5's (2) #51s (-)0'-4" SECURE A/C SIMPSON WB STRAP TO UNIT GONG. W/ ROLL STRAP l2)-3/16'X2" OR EQUAL • TAP -CONS SACI-I CORNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS W/ (2)'8xl 1/4 S-IT MTL SCREWS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 y 04 0 ri 03 4 i~Ito SLTHDIV. & LOOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL. 1756 "EASTHAM" GARAGE STrMG: LEFT PAGE: FOUNDATION PLAN 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA FA OCT 17 2019 MKN-ML C. MDERSON AR NO 17305 DARTS- 10/17/19 SCALE: 1/4"=1'-0" SEMET Sl 1 � � STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND « n CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS F L. SPACING REQUIREMENTS O } ¢ V �L mw co U. 00 J V '� d , p DE Z 8" CMU WALL 8" CMU WALL O Itc� Z - om + 0' TOP OF SLAB TOP OF SLA SEE SLAB SCHEDULE VARIE EXT, PORCH SLAB L 4" CHAMFER (1-STORY) W/ 1/2 ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE i\I AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" SEE SLAB SCHEDULE TOP OF GARAGI EXT. PORCH SLAB _ 4" CHAMFER (1-STORY) W/ 112" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • "' SEE SCHEDULE APPLICABLE) z_ ' FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING MONO -FOOTING 1 (DEXTERIOR SCALE:3/4"=1,-0„ @GARAGE SCALE:3/4"=V-0" Lu I 2"CAPPED j NEW REINF. BAR GALVANIZED PIPE O.a SECURED W/ 2- PART W/FLANGE @ BASE a,a I EPDXY. MIN. EMBED J Q 8", LINO w FOLLOW ALL MANF. cy)= I SPECIFICATIONS FOR USE AND SECURE FLANGE TO I=- c 4" PREPARATION OF SLAB W/(4) 1/4" X 21/4" Z v = HOLE. TAPCONS w J M �.. O - Q 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) BOLLARD SCALE. 3, 4"=1'-U LAP P PLATE A MIN. OF 48" AND N L W/ 16d COMMON NAILS, 2- OWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OC R OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOO BEARING - PROVIDE BLOCKING WALL W/ SYP No 2 TUDS SEE PLANS FOR SPACIN . INGLE BTM. PLATE TO BE PT. SEC E BT: P E TO PROVIDE DBL. TOP PLAT S Od SONRY NAIL C GERED. DD L METAL O TORS NOT RED WHEN NO FT IS PRESENT. SEE SLAB SCHEDULE TOP OF SLAB Ir • 11 SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INTE OR FOUNDATION OD WALL SCALE: 3/4"=V-0" (NO LIFT) ADDING BAR TO MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢0- O} . cr w co DD J v a p 8" CMU WALL 0 co f SEE SLAB SCHEDULE Z z - "'ISOLATED" COLUMN PAD 00 CENTERED UNDER WALL AND -• - POURED MONOLITHICALLY WITH -- - - FOUNDATION AND SLAB SEE SCHEDULE • • FOR WxD, BAR SIZE AND BAR QUANTITY BINED EXTERIOR MONO- CO FO TING AND COL. PAD i 0 SCALE: 3/4"=V-0" i 30„ MIN. EACH WAY MONOLITHIC FOOTING I `' —FM—,. I CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL LAP TOP PLATE A MIN: OF 48" ND NAIL W/ 16d COMMON ILS, 2-ROWS; 4" O/C BTM. LA O OCCUR OVER STUD 2x4 OR 2x COD BEARING - WALL W/ SY No 2 STUDS S\LANS SPACING. SINTO BE PT. PRPLATE USP SPTH4 O AND TOP PLATE ANCHORS W, 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP 3T. PATE TO SLAB W/ EDGE ANCHOR W/ 2" ET IN HIGH STRENGTH 1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE _,.- _\ y v EQ. EQ. SEES%EDULEFOR WxDAND BAR TERIOR CURB FOUNDATION WOILL SCALE: 3/4"=l'-0" (W/ U P L STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) Z MATCH STEEL 6" PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING iv TOP OF BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB WflOd MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. = SEE SLAB SCHEDULE Q 0" OF SLAB — 6I- 1 • J ° EQ.' EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY D$INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=,'-0" (NO UPLIFT) 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE '---SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE (DIHRU FOOTING SCALE: 3/4"=1'-0" 1, V. 1 V 1 _ll REINFORCEMENT PER SCHEDULE FOR NRY SET EV: w.� SUBDIV. 8e LOT: " CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 Al "EASTHAM" R�L.�iRAGE SWING: l+'> LEFT DETAILS 60 MPH EXP. JC ARCHITECT- STATE OF FLORIDA NG OCT t 7 204` - - MICHAEL C. ANDERSON AR NO 17345 ET 10/17/19 1 SCALE: 1/40" SHEET � �I st I} I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com z, AA #: 0003325 F W a o , 9 h 1 sfla.� E F: amiss` s CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 "EASTHAM" �i.,�iGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHrMCT- STATE OF FLORIDA CKAEL C. AN SON :. 10 17 DATE- '19 / / SCALE: 1/4"=1' — 0" SHEET S1> IB 551S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-80!2-3591 www.abdesigngroup.com AA #: 0003325 411 MMIM TIM 4, N P4 j P S'V-SDI 401M�TlM.� V. Be ILO CREEKSIDE LOT #65 T�ROJECT# 04321.200/065RI mor)Er. 1756 'EASTHAM vkG,ARAGE SWING LEFT 1-p -'&C� E. DOWEL PLAN 160 MPH EXP. G.�,� ��mwmmmmmw ARCHn'ECT- STATE OF FLORIDA V 17 2019 WCHAEL C. ANDERSON AR NO 17305 10/17/19 SCALE: 1/4"=1'-O" 'j SHEET S1. 2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W,1 10" HOOK GROUTED BOND BEAM VARI PER ELEV. TIE VERTICAL REBAR A - TO HORIZONTAL z REBAR W/ 10" HOOK GROUTED BOND BEAM N VARIES PER ELEV. r #5 BARS 2 Q ¢ a0 m co 0;0L 10" HOOK M 8" 1 �I oI, 11' I „ � -- — — W LL EK1 co p w ¢ I 0 � p CLEAN OUT REQUIRED - m FOR INSPECTION m 00 I ¢ m a� o VI o � co 0'-0" FIN. FLR. O II o TIE- ERTICAL REBAR ch • o TO HORIZONTAL REBAR W/ 10" HOOK Z CE LLJ CO U CMU UNIT DIMENSIONS ARE NOMINAL SIZES OF ET METHOD CONTINUOUS METHOD HORIZONTALNERTICAL HORIZONTALNERTICAL REINFORCING REINFORCING < V704�� MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" SCALE: 3 4"=1'-0" G SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W rN W V W 0 U w 4 F A SUBDIV. & LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 1917 DATE: 10 / / SCALE: 1/4"=1' - 0" SHEET Ste 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. Yl let 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 'I SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 1 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 2.1 �. . . . ._. ._-__--____-8F16-iT/OMlOB--________8Ft6-iT/OM/OB _-- 81`16-1T/OM/OB—__-♦ MANUFACTURER'S SPECIFICATIONS. --- ------ — — —____ 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ♦ I�' 1 ARE TO MATCH CONNECTOR FINISH. k 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL 1 ♦♦ 2 I � m MANUFACTURER SHOWN IN STRUCTURAL PLANS. 1 ♦ 2.1 �� 1 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND ♦♦, CLEAR SPAN OPENINGS. 1 ♦ 1 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). m 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 1 GT SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 1 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 1 ♦♦ �, 1 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I ♦♦ 1 ♦♦ APPROVAL. - 1 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 1 ♦; - -- 1 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED 1 ♦ 8F24-1 T/OM/OB 1 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER'@ 16" O.C. 1 ♦♦ I, 1 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END 1 rl UNLESS OTHERWISE SHOWN DIFFERENT. 1 ♦`♦♦ I ,, o 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 'm ♦♦♦ ,4# 4 0 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS 2.1 NOTED OTHERWISE. �o ♦♦♦ ® , LL 1 co 001 1 r i co y 1 ( I 1 i 1 BEAM SCHEDULE 1 UNO, PROVIDE BB1 WHERE 1 INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. --BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH/ T.O.S = TOP OF 3LAB I 1 ROOF TRUSSES BEAR, TOP ABBREVIATIONS E.E. EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT I 1 1 OF WALL EL, 8'-8", UNO. 1 REINFORCEMENT STIRRUPS 1 MARK DESCRIPTION (psi) WIxH' REMARKS,1 1 1 BTMj TOP MID SIZE SPACING 1 I 1 BBt MASONRY 3000 8x8 — (1) Its — Na — GROUTED S LID 1 1 1 = I I 1 co �� ca < r' I CD 1 LI 1 iI I c1 L 1 ' "CAST-CRETE" SAFE LOAD TABLES FT -.SAFE LATERAL LOADS FOR SAFE EGG/R1AVIVIT,Y LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �"�''_ SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD /► SAFE LOAD - POUNDS PER LINEAR FOOT 1 ' PLF TYPE 8F8-DB $F12-OB 8F16.OB BF20-0B BF24-OB 8F28-DB I BF32-oB TYPE RCMU TYPE BFB-1T 8F124T 8F16.1T ORD•1T 8F24.1T 8F28AT 8F32-1T 1 - -----� — ____.. % 1 aus sFa — _ —� � LENGTH BUS 8F8.1B 8F12-18 8F78-1B 8F20.18 8F24-1B 8F28-18 8F3z-18 LENGTH LENGTH 8F8.2T 8F12-2T 8F16-2T BF20-2T SF24-2T 8F28-2T 8F32-2T 1 1 ♦♦ 1 1 5 3009 3719 5153 0607 8054 9502 10951 1569 2655 3524 4394 5263 6132 7DD1 1 _ ♦ 1 3'-6" (42") PRECAST 2231 3o6s 4605 8113 7547 6974 10394 11e09 V-6' (42") PRECAST 1025 1024 1598 3' 6" (42") PRECAST lsee zsss 3524 4394 SIBS 6132 7001 1 I l ♦ , 2561 2751 3820 1 4890 5961 7034 8107' 4'-0" 48" PRECAST 765 T63 1309 4'-0" 48" PRECAST 1303 2305 3060 3816 457D 5325 6079 1 4'-0" ; (48") PRECAST 1966 ( ) ( ) 1 1 ♦ T/0M/0 1 2693 4605 6113 7547 8974 10394 11809 1383 2305 3080 3815 4570 5325 8079 1969 2110 2931 3753 4576 5400 6224 1 I- -- ♦♦ 1T/QM/OB° 1 1207 2D40 2707 3375 4043 4711 5379 —1 4'-6". (54") PRECAST 1599 - 4'-6" (54') PRECAST 592 591 ' 1073 4'-6" (54") PRECAST ♦` __ _ __,___ 1 1: 2189 4375 6113 TM7 Q) 8672 10294 11809 1207 2D40 2707 3375 4043 4717 5379 1 1 1349 1 1438 19% 2560 1 3123 36N 4249 1018 171411) 2276(4) 2838 1 3399 3961 1 4522 1 1. ♦ ffi+p 1 1 5'4" (64") PRECAST 1217 1663 3090 5385 7547 3e) 7342(,e! 8733(,y) 101271,4 94" (64") PRECAST 411 411 745 V-4" (64") PRECAST 1016 1715 2276 2838 3399 3961 4522 11 1 ♦, lop1 1 1105 1173 1631 2090 2549 3009 3470 " 909 1567(13) 208Qs) 2593 3107 8. 3620 4 4133 (3) 4p 5'-10" (70") PRECAST 1062 5-10" (70") PRECAST 340 339 616 5 10 (70) PRECAST1 1 ♦♦ ,� 1 1451 2622 4360 T168µ8) 603 ,3 7181(ie) =8328 (m) 929 1567 2080 2593 3107 3820 4133 1 pz) 7ae) ) 23291e 279q,e1 3251 pa) 3712nm 6' 6" (78") PRECAST 908 1230 2177 3480 3031 3707 4383 5061 835 140 6' 6" (78") PRECAST 507 721 490 6'-8" (76") PRECAST 1864ziI 1 8F12- 1 1 1238 2177 3480 5381 8360 103943e) 6825 pq 835 1407 1868 2329 2790 3251 3712 - ♦ 1T/OM/OB � I 1011 1729 2632 2205 2698 3191 3685 727 z3 106sm 1624 31 2025 ae 242 k Bi 2827(ze) 3228 )z4) 1 1 1 1 T-6" (90") PRECAST 743 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 727 1224 1624 2025 2426 2627 3228 1 1 1 1011 1729 2661 3898 5681 MT(,) 64726y1 I 699 1160 1625 2564 3486 2816 3302 591 708 s 1136an 1474 m 181. 4 215Tm 2500 w 1 1 1 9' 4" (112") PRECAST 554 9-0" (112") PRECAST 326 512 230 9'-4" (112") PRECAST ...... 1 752 1245 1843 2564 3486 4705p7) 6390(47) 591 862 1318 1643 1969 2294 2619. 1 4p ♦ 1 1 1 535 890 1247 - 2093 2777 2163 2536 530 575., 916(33) 1188 33) 1461133; 1T36p3) 2011 (33) 1 10'-6" (126") PRECAST 475 10'-6" (126") PRECAST 284 401 160 10'-6" (126"} PRECAST 1 843 1052. ` 1533 2093 2781 3643p4 4754(as) 530 695 1160(e) 1472 (4) 1763 ) 2055 2346 � 40, 14* GT 1. 582 945 1366 1846 2423 3127 4006 474 504 )za) soo pz 1037 1274 1513 3z 1753 __ _ _ _ — 1 V-4 136" PRECAST 362 11'-4" (136") PRECAST 260 452 154 1 V-4" (136') PRECAST 1 ♦ I - — — 5$2' 945 1366 1896 2423 3127 4006 494 607 104211o) 1372p1) 1843 p). 1915(9) 2187. )8) 1 ,4* ♦♦ 1 1 ' �, 540 873 1254 1684 2193 2805' 3552 470 1e) 458p, 724 p,) 938 pz) 1153ps) 1369(3z) 1586)3z) .1 A `� 1.r 12'-O" (144") PRECAST 337 12--0" (144") PRECAST 244 402 137 12'-0" (144") PRECAST GT ♦ 1 1 1' r 540 873 1254 16M 2193 2805 3552 470 550 940 m 1302(15), 1560na) 1818(n) 2075 ,o LL 6 " 471 755 1075 1428 1838 2316 2883 418 n® 386 izz) 807 tso) 785 po) 984 i38) 1143p,) 1323 p,) F %;8,�. (d 13� (160") PRECAST 296 13'4" (160") PRECAST 217 324 11D 13'�" (160') PRECAST 1 ♦ r 471 755 1075 142E 1838 2316 2883 428 460 780 )9) 1159p1), 1416w 1653,n) 1887117> ' ♦ 1 ♦ \ �?y 6` �� 5 424 706 1002 1326 1897 2127 2630 384 (15) 358(21, 5801z9) 724 po 689 im 1054 0 1220 o e 14'-0" (168") PRECAST 279 14'-0- (168") PRECAST 205 293 10D 14'-0- (168") PRECAST 384 425 71719) 104 a, 139,p) 155z 1607a, 1 I, ♦` 1 ♦♦ \ � 8F16- �\ 4az 7os ooz t3ze 1697 z1z7 zsao 1 ♦ 1 ♦ 1 T/OM/OB NR NR NR NR NR NR NR 239 334 (21) 520 p9) 672 (29) 825 ire) 978 pe) 1131 p,, 1. c 14'-8" (176") PRESTRESSED N.R. 14'-8" (176") PRESTRESSED N.R. 284 91 14'-8" (176") PRESTRESSED ♦ x 1 458 783 1370 1%2 2245 2517 2712 224 313 663.9 960.)zo) 769,n 111 1054 1 ♦ 1 ' ` NR NR NR NR NR NR NR 224 313 z" 488 tza) 627129p 7891zsj 911 p9j 1054ps) 1 8F28-lT/OM/OB ♦ AL 15' 4" 164" PRESTRESSED N.R. 15'�l" 184") PRESTRESSED N.R. 259 83 15'4" (184") PRESTRESSED 1 L x 1 �► ( } 412 710 1250. IT33 2058 2320 2513 ( 230 368 816.9 908 ao) 1240(m) 1460pn 1668pe) NR NR NR INR NR NR NR - 187 263 19) 405 o 521 r 638 pn 756 873 r -- 1T4" (208") PRESTRESSED N.R. 1T4" (208") PRESTRESSED N.R. 194 84 1T�" (208") PRESTRESSED 304 548 950 1326 1609 1849 2047 1 192 306 506 (8) 740 ),e1 1005)zr1. 1271pn '1473(a,) NR NR NR NR NR NR NR 162 229 pn 348 m 447 pT 547 (ze) 647 p3 T47 (e) 23 19'-4" (232") PRESTRESSED N.R. 19'4" (232") PRESTRESSED N.R. 148 52 19'4" (232") PRESTRESSED 5 420 750 f037 1282 1515 1716 188 263 429 )e) 623 Del 8410) 1059po) 1227j3m NR NR NR NR NR NR NR 142 204 1,e) 307 p3) 393. ) 48D iZ3) 568 pq 65518D (Ra7 21'4 (256") PRESTRESSED N.R. 21 �" (256") PRESTRESSED N.R. 125 42 21'4" (256") PRESTRESSED T NR NR NR 645 1114 1NR 1NR - 137 232 295 p) 379 )1 462 37 90549 1048 2e LIFT BEAM PLAN j.'. NR NR NR NR NR NR NR 137 197 i,n 295 Rz) 379 pa) 462 p>y 546 )z3j 830 p3) 22'-0" (264") PRESTRESSED N R. 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 165 315 550 784 1047' 1285 1399 137 223 358 7 513 pn 688 /z4Y 863 999. e SCALE: 1/4" = V-0" NR NR NR NR NR NR NR' 124 179 (14) 267 R1) 342 p,) 416 pij 492 w) 567 p1) 24'-0" (288') PRESTRESSED: N.R. 24'-O" (288") PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED ,129 25D 450 654 B84 1092 1222 124 1 202 1 319 p)1 455 1,e) 606 qgj 157 pn 976 jzn (#) THE NUMBERS IN PARENTHESIS ARE PERCENT (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE I' - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C..R CORPORATION CASTE-CRETE DIVISION ACCEPTANCE #: 16 0126.03 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r .? r t W 1 r w I� S 1 S'9 03 t1 � r1 k� 4 �z?a. 2: :9XM3XV. & L07% )I, CREEKSIDE LOT #65 v 04321 200/065R1 MODEL: l 1756 "EASTHAM" GA;EtAGE SVfMG: T LEFT PAGE: LIFT BEAM PLAN AND NOTES 'J v 60 MPH EXP. C :. ARCHITECT STATE OF FLORIDA --OCT 17 2019 MIC)IHAEL C. ANDERSON AR NO 17305 RIFT -...TE 10/17/19 k* E 7 SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM. SGALL: 3/4"=V-I SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER5t'MTION OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER S MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STAN DAR D AC I HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. r8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL_ I/ SINGLE LINTEL, MULTIPLE OPENINGS NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" ;�4, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \� PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r pJ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEEL TOP OFT HLINT EL. FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 k \r\• 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8xl6 DBL. ND TOP OF j, BEAM W/ (1) 5 BAR BOND BEAM _ EACH COURSE • pQ \gip 8x8 BOND BEAM TOP OF • �� W/ (1) #5 BAR '• BOND BEAM OQ F =FILLED W/GROUT U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 (� _ 7/ n n,0 R 8x8 PRE -CAST CONCRETE P�B�Q�Q NOMINAL—�� 1 V 1 v LINTEL W/ LENGTH OF BARBAR W DLTH OF MASONRY $Q¢ HEIGHT #OF#5'8,TOP OPENING-2" BEAM DESIGNATION BOND BEAM COURSE OR 2 IT IS THIS ENGINEER'S INTENT /#OF #5 S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL (L1) REFER AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING WINDOW PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW CII I rnIVCTRI I(-Tlnnl SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF: OF BOND. BEAM STEEL REINF. OF BOND. BEAM PROVIDE AR AT EACH SID OF ELEVATION .CHANGE CHANGE IN JATION OF BOND BEAM D_� SCALE: 3/4"=1' 0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD SIZE . MIN EMBEDMENT 1 1/4") 8" FR EACH END AND 18" O.C. MAX: 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK SIZE.145MIN HEADSIZE.300 - MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT,. 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBED 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END D SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. €ND EMBEDMENT 7/16" OSB SHEATHING CMU WALL ARCHWAY FLAMING DETAIL-. SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 4ELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I CREEKSIDE LOT #65 { I ROJECT# a" 04321.200/065R1 I MODEL: r I 1756 "EASTHAM" C'"IARAGE SWING: LEFT PAGE: R 4 DETAILS ra I160 MPH EXP. C ARCHrrECT- 1 STA0flE OF FLORIDA OCT 17 -2 - MICHAEL C. ' DERSON AR NO 17305 PRINT DATE- 10 17 19 SCALE: SHEET S 2 ''', t , FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: _ USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS: 1I CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2' HDG NAILS,co WOOD TO WOOD: sU co v U s i v �J6c� USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG-NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER . - SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE CJ1 n EJ6I ° CJ1 IL 11 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.C? CJ3 = II n n u n n n n n n n u n n n II =1 CJ3 Ia1 , 4. ALL NAILS FOR'TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS I II II I II I ATTACH W 0 LdONC 2x SSCABOTOLL II II ARE TO MATCH CONNECTOR FINISH. _ _ 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL CJ5 {411 n u 1) (( n " FROM EA. END) CJ5 n n n _ � r MANUFACTURER SHOWN IN STRUCTURAL PLANS. 1A 1A 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 3.1 A8A GT 2A 3.1 3.1 CLEAR SPAN OPENINGS. I 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). A7A 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE q 1A I I 1A t k I' 1A SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 3.1 3.1 - - - - - FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS A6A 1 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND p a APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES ci I I a, I I I 2X4 BLOCKING BETWEEN TRUSSES II O _ _ _ _ _ _ _ _ _ 24 O.C. TOE NAILED TO ADJACENT - POWDER TUATED ER T WALL WITH HILTI X ZF PO CC SECURE 2x MEMBERS O , FASTENER, ZF 72 P8S36, .177" ° X2 7/8" LONG, WITH WASHER @ 16" O.C. - - p - - g, _ = TRUSSES W/ (2) i6d COMMON NAILS 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END a & SECURE TO BM. W/ USP HLPTA75 N ��', UNLESS OTHERWISE SHOWN DIFFERENT. OLL _ = A3 =_ _ - _ _ _= USED TO BRACE TOP OF WALL. _ _ 6 ..... - __ ___ 11.. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON z I I I I - ---_ _� RATIONAL ANALYSIS. < U__ 12. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS m - = A2 i PRE -FABRICATED ROOF NOTED OTHERWISE. a 4 TRUSSES @ 24.O.C. MAX. m-- TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE - FABRICATED W/ A 2x6 BTM. CHORD (MIN.) ¢ I I I I 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER ISRESPONSIBLE FOR ALLTRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. ,I O I I I I 3.1 1A X TLEAST8"FROMTHECENTEROFTHECOLUMN. MAINTAIN A � �?, 3.1 O 1? A3 N LL o CONNECTOR SCHEDULE tj CONTROL2 TE4.01 Z SIMPSON . " MTek USP SIMPSON O Q DtS. UPLIFT USP GRAVITY IDES. UPLIFT GRAVITY C ASIENLR' FAST MER +"'' Q m yr I I I I I. 1985 (12) lad z41/2").PLY, EMBED 4': 2-PLY, 11011Dd%11/211PLY, EM BED 4, NIOCD 4" IA 25 16-18 10 i Il625 MLIA16 1450 (&110d% 11/21PLY,(])16d2P 18) 10d x 11/2' 1 PLY,(6)16d 2-PLY, L 116-18 112 META-16 - - � - _ 1900 (10)l6d 2-PLY, EMB6D4' (14116d2PLY, LMBLD 4' A - - - HIA20 1870 HE1A 20 1910 (01lad x 11/2,(8) 1bd24'LV, LMBLD4 (9)lad x 111/2"1 PLY(8) 16d2PLY, WILD 4' 2035- i12)lad x11/2', 1-0LY,CMBC04 - (10)10d 11/2"1YLY,CM3CD4" } 2)III A-LU 1930 (2)11L1A-20 2500 (10116d-bPLY,EMEI (12)16d-PLV,EMBED4" I I Z O LUGT-2 2260 LGT-2 2150 BLK (S) 1(4"x 3'WMge-Bolt+Anthers, WOOD (16)lad '.. (9)�1/4 x21/4'll]EN,WOOD (lfi)lbd ` _====y-- --- --- - PLY AL1 LRNA1 L USL OF 2 I IL1 N2U ACCLPIABLL'. - lad PLY ALI LNNAIL USL Oh (2)IIi A-20 AC[LPI ABLL - 'j18 -30 xll)2,1 O � UHI A-10 1430 DEI AL-20 L480 16-1 l 1j1r MUG115+ 4175 MG1+ 3965 (1)5/8'A.1R. IN NIGI I SIRLNGI H LPOI(Y(MIN. 12" EMBED),(2211Od10WOOD) (i)5/8 1.R.IN IIIGII Si RLNG111 LPO%Y (MIN. 12"LMBLU)(22fad 10 WOOD �I T1I11I1 I' - ;`� DUG12>e 9]90 IIGI'd+ 10980WOOD(8). 10d, MASONRY(213/4'ATR. '; 12) 3/4 T. R. IN I I IG I I STRCNGTI I E POKY (MIN 12" CMBEDL(161 lad TO. WOOD �- IIUGI3Y 9860 IIG13+: IM30 WOOD(8) IM, MASONRY (2) 3/4'AI.R (273/4 1 R IN HIGHSIRLNG1H EPDXY (MIN, 12"EMB606(16)1DdlOW000 LUGT-3 3525 LGT3-SOS2.S 3285 CONC(4):3/8"X5" Wedgo-Bclt+ Amhoa; WOOD(12)WS35 (12)SUS /4'x3':1OGlIlDER,(4)3/8 x5111iNHD10WALL- 1{ 1210PARALLk6TO WALL I I I II II II \ I a 1518 PARR MLL I O WALL 10 lUd 1-1/2"� 1 LYIA 4 Ll A2 `1210PLRPwAJ. IA0.10 (10)10d x1 1J2' : - ( ) 1470PCRPENDICUlARTO WALL WALL _'-� _ _. - _ _ (( II (( � T A MUG115 41]5 VGi : 4940 (1) 5/8" A..I.R.IN I1111611 - -1 A - - - - - f� 11G41 SI RLNG111 LPO%Y(MIN.12"LMBkDh(4)lOtl TOP/(6)lOd 4ACL/121Dd BACK OF1RU55 (1)Sj8IMBED), I1G)SDS 1%4"x3 .1 R IN Sl R1NG11I LPO%V (MIN. LZ" J66 I ImGI ]185 (2)VGT J185 (2)5/8'A.TR INIJIGII STRENGTII EPDXY MIN 12" EMBED), (8)lOd 1215J8 TR IN IIIGII STRCNGTII [POxY(MIN. 12"EMBED), (32)SD$1/4"x3 [� ll.l I I CE >+ 4)lad (14)lad 1 1/2" I M1 W 20 1530 IMTHl S 20 1A50 (24) Od X 13/2', Ip6) lad (16) lOd 11/2" = _ _ - - _ (_ _ _ _ � - -. � (I - 20110E (24)lad 1112• ---- -- 1A "5 HI W 24 1530 M s 24 1450 : (24) lad X 11/2•, (20) lad (24)106 11/2" �7 CSIA 12++ 930.. LSIA12- 925 (10)10d _ (10) lad -ram. B2 - = ^= I - 3.1 I -_ I '- 1A LSTA 18++ 1235 LSTA38+i 1235 (14 1 lDd (14)latl 3.1 (y; MSTA-18- 1310 MSTA-18++ 1315 (14)1&1 (14)10d ry !: M51A-241640 MSIA-24« 1640 (18)lad (18)lad BO - -. 1A ++ C2 GT MS1A30++ 1065 M51 A-30++ 2050 (22)1Dd (22)1W --_. -� 3.1 .. - 1A Q MSI A-3G» ID65 MMSI A-36++ 205U 126)1Dd (26)10d 3.1 � K91236 3890 M511-36 3800 (36)30d X11/2' - (36)i0d 11/2" 1q Al KTSI248 5140 MSTI-48 5065 (48)lad X 11/2' (48)lad. 11/2" LFI Afi 1210 Hfi 'J50 (1618tlx 11/2", 11618tl) (8)8d1 PIAI ES, 18) Ed 1061 UDS. 3.1 SPI24 1030 SP4 885 (6) lad TO SPUDS(6) lad TO PUVC (6)10d x 11/2"10 Sl UUS 525INF1�160% - A34 5151 N 1-10 (4)8dx11/2'TOBUM, (4)8Ux11/2"TO POST. 1418dx.1/2"TO BEAM,(4)Bdxl1/2 TO POST. MP34 160% II1ICP2 800 IICP2 645 (10) lad xli/2'1OIRUSS, (10)lad %11/2'lOPU11E 12 1 ) lad 1/2.. 1 R116A 1380 HIDA 1140 (9)lad x11/2101RUA,{8) OPIAIt 18tl%11j2"Ib ) lad 1 2 1/" : M UG 15&PH NA 4175 Val &HDU4 4565 128110E TO TRUSS, (10) WS3 WOOD SCHEWSTO POST W/5/8'TI IRCADCD ROD (16)-SDS /4'x3"TOWOOD,(10)-SDS ly4'x21/2"W/TI TREADED ROD, (2) NUTS/WASHER/2 PLY MUGT35&PIID4A 4175 VGI&IID]B 4940 (28)lad TO TRUSS,(10)WS3 WORD SCREW$TO POST W/5/8"TI IRCADCD ROD. . 116)-SOS /4"x3"TO WOO D,(31-3/4 SUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY H SIRLNGIPI'EPDXY,(MIN.2" EMBED) IN CONG,(12) 16610 WOOD 11)5/8 A.R. IN HIGH SI RLNGI H EPDXY,(MIN.]"EMBEUH INCONC., (12)26tltU WOOD PAU44 2535 6]]5 ABU 442 220D 6665 (1)5/8"A.1.R.IN4IIG PAU66 2390 16005 ABU 662 2300 120W (1) Sig" A.I.R.IN HIGH SIRENGI H EPDXY, (MIN ;]" EMBED) IN CONC,(12)16d 10 WOOD liij 5/8 1R, IN HIGH 5I RENGI H EPDXY, (MIN.]" LMBED) INCOW, 112)16d10 WOOD ❑419 +++ 12a5 L1119 +++ 1340 (113/0"0.1 RJNfIIGIi510.LNG11'I LPO%V;(MIN.]"LMBLD)IN CONC,(8110d1OWO0R '(1)3(4 PU Y MIN.]"LMBLD IN CONIC. RIW 10 W000.. .1 RINIIIGIISINLNGIIL �( ( 1 :(1 L1520B ir+ 1100 L1120B+++ 1500 (1)3/4"A.T7 IN III IG I I STRCNGTI I EPDXY, (MIN.]"EMBED) IN CONC,(10)10d x 1-1/2 TO WOOD (1) 1/2" TR INIIIGIISTRENGTH EPDXY, (MIN .]" EMBED) INCONC., C OgI0d TO WOOD ' 111145 41bo I1714 4235 (1)5/8"A.TR INI(IGIISTRCNGTIICPDXY(MIN_J"CMBCD)INCONC.,(19)16d X2l/2' : .: (1)5/8 T.R. IN IIIGII STRENGTI I:EPDXYV MIN.}" CMBCDd INCONC., 126) 16tlx21/2" - - SI RENGIHEPDXY N10.'LMBLUIIN INCONC, H 51 Z IITi45 SOUS 5090 (1)5/8"A.IR IN HIGH (24'WS3 Q UPHU11+ 14395 II QU11-SDS 25r 11&ID �M1NI CONIC WOOD SCREWS `(1)1/A.1.R. (1)1 A.I.R.IN IIIGII SIHLNG LNOX ,( ) v( ). O 6'x2 IN 1N11G1G51NLNGNGI LPDXOYk(MIfLN10"LMBLU')IN COW, I 4115u5X21(B"WOOUSCRLWS PIIUSA 6525 !)S/a' A.D.NFRID],RLNbIHLPDXY,(MIN/" LMBED)INCONC(141WS3WOODSCREWS 11)]/e B.IN. =,E.ICTII EPDXY, (MIN. 7"EMBED)IN CONC.,(3)3/4" STUD BOLTS TO WOOD HU>B 6645 1 D%R ]8]0 (1)7/8" A.B. IN HIGH SI RENGI H EPDXY, (MIN.]"EMBED) IN COW. (3)]/W SI UD BOLI SIO WOOD MBIA 4"FROM LDGL OF COW W/3/4"DIAIIW RAMSEI/REOHEAD °(1)3/4 W'MIN6"RORE& 1R IN HIGH 51 RENGt H LPDXV(MIN 6,75 EMBLOMENI)INC.M.U.IOP, 11)3/4AAA IN' HIGH S1 RENGIH. NFM35%12U 2580 7130 35fi/1125 3425 5330 /MNSS ILS'IHAN DY AS L SLi DYNq BOLT SLCCVCANCIIOROR CO W/M 'EMBED INSTALLLOINFACC (14)10dATJ015T EPDXY, ( IN 6J5 EMBkUMENi HINCMU FACE, (18)1Otl10BEAM HUS4121F 3060 2710:(100%) HUSC412 3635 M60(1BDM (10)16d TO IICADtR, 110116ETO WOOD 110116E OIIEADCR, (10)16dT0 WWI)3325125%) 32651125%1 (WOOD) IIUC410' (18)1/4""x3 WS3 SCREWS, (10) 10d 10 - (18)1/4 23/4..111EN(9 PER FLANGEITO [MU, (10g SOtl10 WOOD: w W I IU4101F (CMU) .. 1950 5000 (CMU) 1800 4500 WOOD. USP (20) 3/16"" I APPERf, (10) lad 10 WOOD z 2 HD210-21F(CMU) 1950 5000 I IUC210-2 1800 4500 (1811/4""x 3-WS3 SCREWS 110) lad 10 (18)1/4 - x2-3/4'111 IN PER FNGE)IOCMU, (10)lad lO W000: LA .)CMU) WOOD. USP (20)3/16""TAPPER+, (10)10d TO WOOD V HUC210-3 45W (18) 1/4"" x 3 " WS3 SCREWS, (10) lodl O (18)1/4 23/4'.TITCN(9PWFLANGCITOCMU,(10)IWTOWOODI HUL1Ud1F (CMU) 1950 BOO) (CMU) 1800 WOOD. USP (20)3/16"'TAPPER+,(10) 106TO WOOD LGUM26-2 2125 6065 LGUM26-2-SDS 1430 5595 (4) 318" X V Wcdgl-Bolt+ Anchors, WOOD (4) WEB WOOD SCREWS (4)318x 4 MEN HD ANCHORS (2 PER PIANGE)10 CMU,(4)1/4 X2412 SMSCREWSIO WOOD 1 GT B4 I CJ36 = u n u u u u = CJ36 EJ56 _I _ I II _ II II II CJ16 AUTITCJ16 - u n n n n n 1 I .Cn ED (D M EED U U U U FRAMING PLAN SCALE: 1 /4" = V-0" 551 S. APOLLO BLVD., SUITE 202 :LBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: OOOJ325 S:. 4 CREEKSIDE LOT #65 Y ROJECT# 04321.200/065R1 ODEr. 1756 "EASTHAM" 0ARAGE SVITlNC,,- LEFT ,1 PAGE: i� FRAMING PLAN MPH EXP. .T4a't441. ARCHFIFFC17 STATE O; " y ILO"ROP I I I OCT 17 204,, _-- ICHAEL C. ANDERSON AR NO 17305 , �` 10 17 19 k'71N: il n.. t"PLL r.: 1/4"=1'-O" PKEET )`I i tt ENGINEERED WOOD TR PLYWOOD SHEATHING; SEE (,. @ 24 O/C, SUBMIT SHOPP ROOF/WALUFLOOR 1 DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" �y PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR ' "ROOF/WALUFLOOR WITH (9) 1 Od x 1 1/2" NAILS TO SINGLE ,. SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE; FOR (A) W/ FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" ADDED W/ 10d STRAP, 1 EACH SIDE WRAPS UP MAY BE A-(1)USP HTA16 TRUSS ANCHOR WITH (9) AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 1 Od x 1 1/2" TO TRUSS: FL#17680 SHOWN) FACILITATE 2-PLY B-(2) USP HTA16 TRUSS ANCHOR WITH (9) USED IN CONJUNCTION WITH CONNECTOR. 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 HEAVY UPLIFT CONNECTOR DBL STRAP; I EACH SIDE WRAPS UP AND FL#17680' OVER TRUSS (NOT SHOWN) (A) USP LUGT2 W/ (5) IY4"x3" POWERS 1x2; 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL r TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x SECURED W/ (3) 16d (B) USP RFUS STEEL CONNECTOR WITH (4) GALV: COMMON NAILS. ENGINEERED WOOD 3/4"x6" WEDGE BOLTS AND 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2,2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d IF 4 BOLTS ARE USED AND APPROVAL GALV. COMMON NAILS: M SONRY BOND ENSURE THAT CELLS ARE GROUTED 1x2 SECURED W/ 10d BEAM SOLID, 8" EACH WAY OF BOLTS GALV. COMMON NAILS SEE SCHEDULE MASONRY BOND BEAM 12" O/C A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LBS (2PLY) SEE SCHEDULE A ALLOWABLE UPLIFT =U1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TPICAL TRUSS/ CO SSGYIRDER NNECTORS) , �s NOTCH DEPTH 1/4*D HOLE EDGE >518 T HOLE DIAMETER <2/5'D SGL STUD OUTER 1/3OF SPAN ONLY HOLE EDGE>5/8" BTM: -HOLE DIAMETER PLATE <3/5'D DBL. STUD j] STUD NOTCHING AND BORING LIMITS TYPICAL ROOF D 2b GIRDER CONNECTOR(S) c EN 6-0" MAX (W/1 X4) OR 10'-0" MAX'(W/2X4 n # 1175 UPLIFT USP HTWM20 W/10 1Od TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1 /4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM POURED LINTEL TAP CONS MIN. 2 COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR l J SCALE`:3/4"=V-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES mod. I S _�—END WALL OR OTHER "r`-wf" " • a BT1.A r.A.n BDArIKIr C n^ n/r MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN o COMMON NAILS AT EACH CHORD �+ INTERSECTION TYP. BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEE BRACE W/ (3) 12d 9 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRE T AT COVER 5 TRUSSES) 4'-0- O.C. (AT SH HING SEAMS) 0'-0" TO 3 " (1) "X" BRACE 30'-1"TO 60'- 3)"X" BRACE SECURE PT. PLATE (1) "X" BRACE ENTER TO BILK / 1/2" DIA. (2) "X"BRACE DIV D EQUALLY ANC R BOLT W/ 2" FROM CENTER TO E W HER SET IN HIGH 2x WOOD FASO RENGTH EPDXY 6" SEE ARCHITECTU L MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d'88" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT.2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 17- 1 V-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REG. a PLR- OCK WALL W/ GABLE EN E-ENG'D TRUSS SCALE: �'=r-o° THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERII�LS SCALE: 3/4"=f'-0" 551 S. APOLLO BLVD., SUITE 202 1ELBOURNE, FLORIDA32901 'a PH: 321-802-3591 www.abdesigng0oup.com AA #: 0003325 �(+ I r VA h I, h 14 W 9 4, x,c, e 5I DIV LOT-*' CREEKSIDE LOT #65 " PROJECT# 04321.200/065R1 1756 "EASTHAT GARAGE SWING: LEFT d DETAILS Hl' Pe. t _M v STATE ATE OF FLORIDA : i v OCT 17 2019 3ICHAEL C. MDERSON AR NO "7305 • ems,, 4,�" 10/17/19 SHEET ►J. 1 F W y W U W O h G h W A F A Eti svBDIV. & LOT: CREEKSIDE LOT #65 PROJECT# 04321.200 065R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT- TATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 e� DNT 10/17/19 SCALE: 1/4"=1' - 0" SHEET S 3.�B FILE cnpv C/L E EVD HE ROOF. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR "A" CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF WALL/ FLOOR MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING, PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE CErAIL: FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Qa 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK ,TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. SIZE ' N S E PERAS TM F1 664 TOP CORD BLOCKING AT4' 2. INTERNATIONAL TAP S E, NAIL &TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS L ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & z F BOTTOM PANEL AND 8d RING SHANK GUN o F- NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS J OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED -I m PER MANUF SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @a 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES CIO 4� _J Q Z LU z 0 D LU0 Y Ud Z U Cl)cr (13 ED J Q / I Z � W Y Z S u)..0 Z U J Z Z - D @) Z Do (7 Y � Z 2 v1 ,0 Z a Q 0 Z LU z0 C3 LU Y @ = U (7 v z_ Ir 00 J_ Q Y Z Q - LI LL S Ir (7 J) V Ld 1�1 (D CO �@ 1— U n 0 D W z In I V CIC �.1 RVV I V r5F1L UI"IHUC ' 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS (d 12" 0.6�N FIELD J\ YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ALL AGGREGATE USED IN. CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". .PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGE S OF CONCRETE ARE TO BE CHAMFERED 3!4". PROVIDE 6-MI L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM —WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF. THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM At85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED S-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE' DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND. PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY; LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM. WITH. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER: MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS. OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE' MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C=90, GRADE 'I'm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED:. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH EER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT 28 DAYS, UNLESS ALL DOCWRITING IMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS'OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN THEGR T SHEET METAL FRAMING CONNECTORS SHOWN WRI INGBY THE ARCHITECT. U FgI�NDATION! SITE PREPARATION: FOO INGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PI FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO DRY DENSITY OF AT. LEAST 95%OF-THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557'TREAT:ALL SOILI!FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO<VERIFY GEO- SUCCESSFUL COMPLETION OF SITE PRE PARATION.EFFORTSLOCATIONS FAILING TO MEET THE , TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTEDBY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. - - CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS PS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR.EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 +/. PRIOR TO THE ADDITION OF PLASTICIZER: CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C-94 OR MEASURING MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COf,'PLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-1/2 FOR #5AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-112"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS GENERAL NOTES: ST13UCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL;ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS: FOR SLEEVES, DEPRESSIONS,: AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS. APPLICABLE DO BUILDING CODE STAND ARDS: S, FB CR2017 6th EDITION ACI 318 14, BUILDING CODE REQUIREMENTS' FOR STRUCTURAL UC URAL CONCRETE , ACI C 530 13/ASCE 5 13 AISI SPECIFICATION FOR THE DESIGN OF COI(D FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY: TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. - ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM. REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS; ROC F; LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEADLOAD DEAD LOAD. 15 pef TOP CHORD - 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) It 0psf w/ No GYPCRETE) 10 f BTM CHORD psf HO 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf L STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7 10 (FBC R2017) EXPOSURE C RISK CATEGORY II) LIVE LOADS: UNINHABITABLE AT, IC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED - STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVE D ED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND' DECKS: 40psf,.GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS:50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:30psf; STAIRS: 40ps( SHOP DRAWING REVIEW: SHOO DRAWINGS WILL BE REVIEWED FOR GE'MERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY. - THE CONTRACTOR TO VERIFY " COMPLIANCE WITH THE CONTRACT DOCUMENTSASTO QUANTITY, LENGTILEVATIONS, DIMENSIONS, ETC.. ,, ALL $HOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTALTHE. ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN TH E FORM OF F EPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBMEp. WIT[IOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGIN OU MIX SHALL HAVE A MAXIMUM 3/ " 8 COURSE AGGREGATE, AND SHALL BE PLACED W! A SLUMP OF8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. :TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL Be PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE' NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy =,36 ksi FOR ANGLES, PLATES, AND W SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS' SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS O O TS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE':ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL F WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WO OD FOR BEAMS BEA RING G WALLS SOLE PLAT ES Top PL ATES, S BRACING LEDG ERS, BLOC KING, CRIPPLERS, SILLS, ETC., SHALL 8E SOUTHERN PINE N0�2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY =1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2".OF HEARTWOOD -MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.. - UNTREATED WOOD SHALL. NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448; GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD. TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION; AND "TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-P LATE -CONNECTED WOOD TRUSSES. A TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING DDITIONALDEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN. ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTA LLED AC CORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS .FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL .TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED. BY FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES.. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. QN THE H PLANS SHALL BE" USP STRU CTURAL RAL C R CONNE T "B O S Y USP OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. I I ATENER SCHEDULE APPLICATION 1x2 PT FURRING TO MASONRY' CONC WINDOW AND SIZE CASE HARDENED COIL .NAIL 1 1/2" LONG DOOR BUCK FASTENERS TYPE SPACING 8" O/C `.. "-'- - ---- REMARKS ----- APPLICATION GARAGE DOOR BUCK TO MASONRY/CONC. FASTENER r SIZE TYPE .SPACING REMARKS —_.-_ .._.. _ 1/4' DIA. TAPCON MASONRY NO WASHER FASTENER 8" O/C 1 1/2" EMBED , 4" END DIST, 1 1/2' EDGE DIST SOD, AL EXT. DOORS ix PT, SEE NOTE 6 CASE HARDENED COIL NAIL 1 ir2` LONG. 9" IER - STAGGERED MAS W INDO OR/ FASTENED INTO MASONRY/GONG. GARAGE DOOR BUCK TO MASONRY/CONC 1/ "DIA. W/ WASHER EXPANSION BOLT 24" O/C 4" EMBED. 4" END DIST, 3" EDGE DIST WINDOW BUCK PT, SEE NOTE CASEED NAIL 1lit'LONG. 9"0/0 STAGGERED WINDOW/DOOR/ FASTENED INTO MASONRY/GONG. METAL STRAP TO MASONRY/GONG CONTACT THIS-EGix EER FOR SPMVMU REQUIREMENTSEXT SWING DOOR — ---- -- (OWADIA A7TNEl18* 1T., EMBED 0" END. NON -BEARING WOOD B 1AS .EXPANSION 4'EMBED. 4" ENE BUCK 2x PT, SEE NOTE 6 NO WASHER 'FASiNER DIST., 1 1/2' EDGE DIST. WALL TO CONC. SLAB W/WASHER L BOLT 24" � 2. PT WINDOW BUCK -_--- - --- DIST., 3 EDGE DIST PTTOSTEEL DOL.,SEE 0.1 Wl PASx9" 4"ENDDIST,112" w� NOTE.6 WASHERER STAGGERED EDGE DIST. NOTES ---- ------ 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS. AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHAL L LL BE HILTI X-ZF H - EAVY DUTY PINS OR EQUAL SAME E DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SH4L BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AN WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x ME NAILED AND 2xMEMBERS ARE SECURED W/TAPCONS@RPAFTOTHESUBSTRATE. 551 S. APOLLO BLVD., SUI�E 202 BOURNE, FLORIDA 32901 PH: 321-802-3591 ww. a b d es i gngrou p. com AA #: 0003325 � � W w, W V W O �3 1, R1 A 4 , " !SDI ` T`u v, i CREEKSIDE LOT #65 `3 PROJECT# 04321.200 065R1 1'756 "EASTHAM" GARAGE sWING LEFT '.a PAGE: �.,.._ 41 DETAILS 41 p A �t s- 0" L��a T EXP. �. AR HFoE - STATE OF FLORIDA , OCT 17 201V WCHAE! ARNO kol 1'^f, ,nal .'t. 10/17/19 8F : 1/4"-1' 0" I—SklEET ■ 0 - AWL - Planning & Development Services Department Building & Regulations Division Product Review Affidavit ........................ . ...... -.1 ...... - ...... ......... .................. ...... ........ ___. ................ ........ ...................... .. ................. ........... .. .... .......... ............ FL # or Miami -Dade .............................. ...... .... . ................I...... . ............. ........ I.- ........ ....... ...... FLORIDA PRODUCT REVISION EXPIRATION Product Model # manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVESION DATE Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb,,V: each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 RG 12/3112021 Swing door Smooth Star Therma-Tru N/A Min, embedment of all anchors to be 1 1/4" (+86) / (-47) (+67) (-67) . . .. ................. ............ ........... ......... ........ . --------------- - - - - ------ -- - ---------------- . ...... - -- Type 1:3/16" or 1/4" ELCO Ultracon anchor 6' max. from corners, 113/4" o/c at jamb, .16" @ head. 11/4" embedment, Type ll3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 7 1/4" o/c at jamb, 10 11V' @ head, 11/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side, FL16101 I R12 4/3012020 SH Window Ply Gem 1500 Ply Gem Non Impact . install per manufacturers recommended requirements. (+38) (-48) (+50) (-50) ......... Type 1: 3/16" or 1/4" ELCO Ultricon anchor 6" max, from corners, 14" o/c at jamb, 10" @ head, 11/4" embedment. Type H: 3/16" or 114" ITW concrete tapcon anchor, 6" rnax, from corners, 8 1/2" o/c at jamb, 6" @ bead. 11/4" embedmeilL Eight additional tapcons top and bottorn required hortontally, one midspan vertically each FL16100A R6 6/30/2020 Vertical Mullion Ply Gern 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements, N/A N/A --- ----- ------- ------ - - ----- ------------------- - - — ------ --------------- - - -------- ------ - -------- Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from comers, 14" o/c at jamb, 16" --- ----------- - @ head / sill, 1 1/4" embedment. Type ll; 3/16" or 1/4" ITW concrete tapcon anchor, 6" max, from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 11/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically fl.161.04,2 R5 1.1/3017022 Nixed Window Ply Gem 1500 Ply Gern Non Impact each side, Install per manufacturers recommended requirements, (+.38) (48) (+55) / (-55) 1/4:' concrete tapcon anchor, 2 1/2" minimum edge distance. 6' max o/c from corners . Builders Series 4780 wl and 20 3/4" max a/c elsewhere top, vertically and bottom. 2 112" min embedment. F114634A R3 12/3112019 Sliding Glass Door Sill Riser Ply Gem Non Impact (+33) (-41) 050) i (-50) 1/4" concrete screw 6" edge distance @ head, 4" edge distance @jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL2(346117 R4 1213112`819�__ Opaque single Smooth Star Therma-Tru N/A Min, embedment of all anchors to be 11/4" (+36) (-47) {+47}/ (-47) door with transom 3/8"x 2-3/4" HIM sleeve anchors 6" from ends 22" O/C FL16107.3 RIO 12/3112020 Double Garage 16.20 73 W6 Clopay N/A (+29 )/ (-35) (+36) / (42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 318" dia. heads, long enough to penetrate through plywood or 3/4�' into boards, Use 4nails per shingle placed 64/8" above the butt edge, approx. V and 13" from each end and 1/2" F1,70o6:1 AID 1213112020. Roof IKQ Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) (-47) N/A into shingle surface, Miami- Dade approved corros ion ris istant tin caps and 12 ga, 1- 1/4" annular ring 12/3112020 Ubderlayment Rhino U-20 Interweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A (PENDING APPROVAL) field. Position Vent Flange beneath loosened shingles aligned w/ deck. opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and sea] the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 319" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located V from the edge of the Range and B"O.C. along all I'l-1613 L33 RZ 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. Al! exposed fasteners shall be seated with roofing N/A N/A BAFFLE cement/mastic. all loosened shingles shall be adheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Ornssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar, Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base bang to Decking using 11/4" Ring Shank Nails. Fasten Base Flange w/(I) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailer spaced nominal S" apart and V from edge. Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and I" from edge for a total of 22 FL3792 R11 8/16/2021 Roof Vent 770-D Lomanaco, N/A nafl,, Seal all seams and nail heads and loose shingles. Refer to and follow ALL NJA N/A (alternate) Manufacturers installation instructions. AOR is not responsible for Errors, Orrissions ormterpritations of this Installation Method. AOR is not responsible for Errors, Orassions or misinterpretations of this Installation Method. FL2416IJ NONE 12/31/2020 Soffit Variforin Soffits plyGem N/A FL24161A (+31.6) J (-38,8) (+77,0)/(-73,6) 1/4" x 20 stainless steel or FLCQ Painelmalte with minimum embedment @ 13/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed PLI6293.1 R2 12/31/2019 Less than 6` span 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or - 20 pAJ. .......... ....... ....... ... .......... ................ . ................. ... ......... ........... ....... .. ................................ ................................. ............... .......... . .......... 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in Hurricane Panels Hunicarle Storm concrete / masonry, 2 112" min, edge distance, 12' o/c max. spacing. Can be headed FL16293,1 R2 12/31/2019 6, span or more 24 GAGE panel MFG, N/A screw or all thread but with wing nuts. N/A or - 20 P,S,f, Install per manufacturers recommended requirements, FL17147a R3 6/27/2.019 Zip System Wall SheatnIng Huber N/A N/A N/A ....................... L ................................... Sheathing. ........ .................... ............. ...... .. .............. ..... ... .. ............ ... . . . ........... . ................ .............. ......................... . ....................... ------- -- — ---------------------- C_r_)N'rR,/X. �,\ATF 551 S. APOLLO BLVD., A 32901 9:L S S. 202 ' J UITE 202 LMELBOURNE, FLORIDA 32901 IJ PH 7 321-802-3591 'a om www.abdesigngroup.com _3 AA 0003325 Lei U-1 >1 U 4 "ILE GENERAL NOTES SITE WORK TIMBER 1. ALL WOk'DONE UNDERTHIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIbtNTIAL(FECI�1 f REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS'(JER Uj� t ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATION&AND CODES MODIFICATIONSAS SPECIFIED .6th EDITION, (2017). ALLREFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER, RE HEREIN: FBCR OTH EDITION, (2017) UNO.'7 2 REFER'TC)CTHE CIVIL DRAWINGS FOR LOCAT10N OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER' CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATIOW 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL 1. NATIONAL IONAL DESIGN SPECJFICAT IONS. (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS. SUCH AS WINDOWS AND DOORS SHALL BE PROTEcTEaAGAI AGAINST WINDBORNE. DEBRIS BY FINISH GRADES, PLANTING AND IRRfGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE. 1. STANDARD GRADING RULESfORSOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301,212, 1 ELEVATIONS SHOWN ON THE SITE DRAWINGSMINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE, ARCHITECT. 1. NATIONAL DESIGN STANDARDSSORLIGHT'METAL PLATE CONNECTED WOOD TRUSSES _(TP I 1.2014 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA- THE ENGINEERED WOOD ASSOCIATION;: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4�. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANI/2 THE HORIZONTAL 1'. ENGINEERED WOOD CONSTRUCTION GUIDE. 4. ECONTRACTOR.8� T TH SHALL BRING #ARORS A0 OMISSIONS WHICH MAY OCCUR kCONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. E F. AMERIC AN WOOD PRESERVERS ASSOCIATION STANDARDS: bF THE ARCHITECTAN WRITING AN D WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THEWORK. 5� ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, pbtt LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, ORAGAINST SOIL, CONCRETE OR MASON MU BE RE EA D. MASONRY ST P SSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 950/6 MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITHASTM D1557, THE BUILI)INGSITE eqtONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FA41LED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIONAND/OR 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, ABRICATION OF7HE WO SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. _W 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5 THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND, CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER-.CHEDULE ON SHEET SN1, 7 DO NOT BACK ILL AMTIL SLABS VEC RED OR HAVE.REEN PROPER., L-Y U pRACED,,.(WHERE AP,P 6. THE STRUCTURAL DESIGN IS BASED ON THE INri -FERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR e:, 6. MINIMUM: -DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 'SHALL SOLELY BEAR THE: RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8� EXCAVAT, IONS�10 A MINIMUM OF, T- 0!'BEYOND NEWFQOTIN, T, El, , CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED 9. THE GENERALtbN CONTRACTOR *E4AE,ASURESTqCONTROL PLUMBING 115 1�a, I I I L I I I I _ SOIL ER6 ION AS PER ALL LOCAL AND STATE T s 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILD NG FFIC 1 0 AL 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CRO$S-LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL C HANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENSATION LINES SHALL BE MINIMUM W' PVC (SCHEDULE 40), INSULATED WITH 1W. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITYAND ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEM BERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZQNING,CODES. IF CONSTRUCTED IN A 100 z ONE, SOIL CONDITIONS MUST BEMODIFIF R,� L TO PLACE THE;FINISHED FLOOR ELEVATI NIVIINV-0"ABOVETH 3FE, RIDABUII JNGCODE. B. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS .'ER e 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. SWIMMING,�j I)ECK, SPA, A"$O.CIATED WORK IS TO BE PERMITTED.SEPARATELYBY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, t GARAGE DOOR A. ENGINEERED FOR MIN. WI I ND LOAD, LISTED ON COVER SHEET DRAWING, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B, DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE Pkdttd�H"bfi�'PROVi�D"E"D�,'BY'R'' EGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE, BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING" LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301,2(2) AS MODIFIED BY TABLE SOLID WOOD DOORS, NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB --CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: fk,3011.2(3)� MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES Tkltk,'OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMIT59, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R 302.52 DUCTS IN THE GARAGE AND DUCT$ PENETRATING THE WALLS OR CEILINGS SEPARATING THE. AGRICULTUIREAND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS DWELLING FROWTHE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 2ra GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGS.�_ APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS I DUCT BOA5P.�.OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS.11N.70;THE.,� THAN COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 4. AS PER SECTION R302.81 TABLE R326,,"THEGARAGE SHALL BE SEPARATED FROM THERESIDENCE AND ITS ATTIC AREA BY NOT" 3, LATH& ACCESORIES PER ASTM7C-1063-IIA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THANX. -INCH GYPSUM BOARb-APPLIED TO THE GARAGE SIDE. GARAGESSENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. T'l FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE, SUPPORTING THE SEPARATIONSHALL. ALSO BE, PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS .. . . CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS,�-STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1 . ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLL IPSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND AN EXTERIOR SOFFIT BOARD IS BE SECURED THE FRAMING MEMBERS WITH 1 1/4" TYPE 'W" DRYWALL SCREWS AT 12" O,C. (PER MANUFACTURERS SPECIFICATIONS). -Y CONSTRUCTION;OBSERVATION CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION 81�RVICE'S ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASIE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1, EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC,) ARE T0,BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1,21.1 SUCH -THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, w U4 �Mm m MOM gi (=DIV. 1r01 2-v CREEKSIDE LOT #65 �PROJECT# 04321.200/065RI MODELz 1756 "EASTHAM GARAGE SWING: LEFT jai GENERAL NOTES M, P H E X �Tp ARCHff_EC7,1'_ STATE OF FLOFHDA�1\ OCT 2 12020 MICHAEL C. ANDERSON AR NO V305 �RINT TE: 10/17/19 70A& SCALE: 1/4"=1'-O" SHEET Ell GN MR