The URL can be used to link to this page

200 Belvedere Street (2) MASONRY CONSTRUCTION EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: STEEL-REINFORCEMENT: Definitions DESIGN SPECIFICATIONS: STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC SECTION 1908, ACI 318 AND AS NOTED IN THESE PLANS. PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. DESIGN CODE: THE 2001 FLORIDA BUILDING CODE (FBC) CONCRETE COVER SHALL BE IN ACCORDANCE IWTH FEC TABLE 1908.6 AND AS FOLLOWS: PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS. Grout pour - the total height of masonry to be grouted prior to erection of additional masonry. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FASTEN 3�6* THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. Grout Pour - consists of one or more grout lifts. OCCUPANCY. RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) 2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND REDUCE NAIL SPACING TO 3" O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. CONSTRUCTION: TYPE VI, UNPROTECTED 1Y2' FOR CONCRETE NOT EXPOSED TO WEATHER OR I CONTACT WITH GROUND SW-3 INDICATES 3" O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. Grout Lif - the layer of grout placed in a single continuous operation and is limited to 5 feet (1524 mm). BASIC WIND SPEED: 120 MPH SW-2 INDICATES 2" O.C. NAILING IS REQUIRED AT ALL PANEL EDGES. Roddin - the act of compacting freshly poured concrete or grout in its form by freeing the mass of air pockets VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. with repeated stabs of a rod. WIND IMPORTANCE FACTOR: 1,0 (CATEGORY 11 BUILDING) HEADERSZJACK STUDS: Puddlin - the process of inducing compaction of grout by use of a tamping rod. CORNER REINFORCEMENT SHALL BE LAPPED 30". B (GREATER THAN 1500 FT FROM CCL OR MEAN HIGH TIDE) THE HEADER AND JACK STUD TABLES IN 2308.3 SHALL NOT BE USED. REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. the act of working concrete to eliminate honeycomb, and to produce a denser mass. WIND EXPOSURE: BUILDING - LOCATED IN THE WIND-BORNE DEBRIS REGION) ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS Puddle stic - A stick or rod used to consolidate grout by hand. INTERNAL PRESSURE COEFFICIENT: 0.55 (PARTIALLY ENCLOSED ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESORIES 4 0 OF ACI STANDARDS. POST AND BEAM FRAMING: z7, 4. MAXIMUM DESIGN WIND PRESSURES (PSF): DURING PLACING OF CONCRETE. SPLICES IN FEINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: Masonry Construction and Inspection Guidelines �r _. 0, 1. C5 S W/ (2) SIMPSON CS20 FLAT STRAPS W/ (7) 1ODxl.5* NAILS TO HEADER AND (7) 1ODxl.5" NAILS TO Z ATTACH HEADERS TO POST OPENING SIZE (SF) EDGE ZONES (3'-0" FROM OUTSIDE CORNERS) INTERIOR ZONE MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA. POST. 1. Lay up masonry in running bond for sizes and reinforcing per plans and elevations. 0 Q ALL REINFOCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. *** .. CD 0-20 +34 and (-)43 +34 and (-)36 NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (8) 2. Face shells of bed joint shall be mortared. ...... +33 and (-)35 SLAB ON GRAQ 16DTO HEADER. 3. Webs shall be mortared at cells to be grouted. -50 +33 and (-)40 0 21 ANCHOR POSTS TO FOUNDATION W1 SIMPSON ABU POST BASE W/ (1) %ft THREADED ROD SET 7* INTO FOOTING AND (12) 16D Z 4. Vertical cells are to be aligned where they are to be grout filled unless bond is shifted due to site conditions. 51-100 +31 and (-)37 +31 and H34 UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6 NAILS TO POST OR USE (1) SIMPSON HTT16 W/ (1) %" THREADED ROD SET 7" INTO FOOTING (18) 16D NAILS TO POST. >100 +30 and H35 +30 and (_)32 MIL VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING. 5. Install horizontal joint reinforcing at 16 inches (407 mm) on center starting first block above foundation. I- - - 6. Maintain minimum of X inch (12.7 mm) cover on joint reinforcing to exterior and reinforcing shall be embedded in ROOF AND CEILING FRAMING: LU 6x6 W1.4xW1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8". mortar. 0 DESIGN LIVE LOADS: ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1X4 PULIN 7. Grout spaces both vertical and horizontal are to be substantially free of droppings, debris, loose aggregate and _J THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2". ROOF: 20 PSF BRACING ABOVE THE BOTTOM CHORD OF ROOF TURSSES AT THE SPACING INDICATED IN THE SHOP DRAWINGS FASTEN W1 (2) 6D any material deleterious to masonry grout. LL NAILS AT EACH TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES ATTICS WITH STORAGE: 30 PSF S. Install reinforcing in grout cells prior to grouting. THREADED ROD: FROM THE GABLE ENDS. __q 9. Grout spaces are to be inspected pr'or to placing grout. ATTICS WITHOUT STORAGE: 10 PSF THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. ROOF SHEATHING AND DIAPHRAM ATTACHMENT: 10. Fill cells as noted on the Plans, Elevations and Details. 0i FLOORS/STAIRS- 40 PSF TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: 11. Place grout in lift to 60 inches in height (Clean out holes are riot required). CLJ USE 15/32- APA RATED SHEATHING FASTENED W/ 8D NAILS 6' O.C. EDGES, 6- O.C. INTERMEDIATE. �,D SPACED 0 6' D.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. 12. A reinforcing bar may be used to rod grout in cell, to ensure there are no voids in grout. L3 CU MATERIAL SPECIFICATIONS: AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12' FROM THE END OF THE PLATE. GABLE ENDWALLS: 13. Place reinforcing approximotaly 1 inch (25 mm) to the side of dowel in cell (ACI 530-1.12.3.3) Z CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. 14. Grout should set in approximately 90 minutes depending on grodt slump and weather conditions. #lt CONCRUE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. PROVIDE PLATFORM FRAMING IN ATTIC OR BALLOON FRAME WALL STUDS AT ALL GABLE ENDS. 15. Do not bend or move reinforcemen. after grout has set. _J Z AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). 16. Fill all cells solid below finish floor elevation. LLJ PROVIDES A DESIGN COMPRESSIVE CD IN ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR VERTICAL FRAMING: GENERAL NOTES Tolerances STRENTH (f'rn) OF 1500 PSI. USE 2x4 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN Z OJ GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGKE SIZE (IF 3/8" THESE PLANS. 1. CODES USED: 2001 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-98. ALL LATEST EDITIONS USED. Center Reinforcing F 2000 PSI AT 28 ErAYS WHEK TESTED IN 1. Centerline location should be within x inch (13mm) of center of lasonry. (y) PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH 0 SPACE STUDS 0 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING 0 N 00 ACCORDANCE WITH ASTM C 1019. SPACE STUDS 0 24* O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. JURISDICTION OVER THE WORK. 2. Horizontal location shall be within 2 inches (51 mm) of the cen'..-r of the cell. U 1-� 00 USE SPF STUD GRADE (OR BETTER) FOR ALL WALLS UP TO 8'. USE SPF #2 (OR BETTER) FOR ALL WALLS OVER 8- 3. Reinforcing shall maintain position without being tied. 0:� _J REINFORCING STEEL, SHALL BE ASTM A615, GRADE 40 Z 1:1 > LZ CO U.N.O. IN THESE PLANS. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. Do not move reinforcing after initial set of grout. _J (7� STRUCTURAL STEEL SHALL BE ASTM A36. USE SYP #2 TOP PLATES AND PT SYP #2 SILL PLATES. , CO I 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN I`- I:A TOP PLATE TO THE LLJ (T*) CO STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) IN GENERAL, THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. Reinforcing at Each Face :D _J CO cl" FOUNDATION. 1. Maintain at least � inch (6 mm) clear of masonry for fine grovc and x inch (13 mm) for coarse grout. < WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WHERE "rONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS, USE: 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. _J ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. SIMPSON SP2 W1 (6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS 0 32" O.C. 2. Reinforcing shall be placed 1 inch clear to the side of the doi,els. ck� U !4- 1 SIMPSON CS20 STRAPPING W1 (7) IODxl.5' NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS 0 32" D.C. 6. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS LL- ry --> C:) 0 < - 14- WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36. SIMPSON SPI W1 (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE 0 16- O.C. AND ANCHOR BOLTS AT 32- O.C. CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. Bond Beams Z: a', C:) NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 7. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE 1. Horizontal reinforcing shall be � inch (6 mm) clear of masonr, for fine grout and x inch (13 mm)for coarse grout. Z 0 -- ON LLJ ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED 2. Knock out web blocks shall be used for block at the top and/or the bottom of the bond beams, depending on the L3 C/) LIJ MASONRY: UNLESS MORE STRINGZNT DESIGN IS SPECIFIED WITHIN THESE PLANS. Y Z X * SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET location. Z < U CJ < MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 21 AND IN 3. Wire mesh or some other means shall be used to prevent gr,-,ut from escaping from the bottom of the bond LLJ U * SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-99. beams into cells without vertical reinforcing. LL_ METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALANIZED, Z-MAX OR STAINLESS STEEL. 0� " 00 ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HOUR INITIAL SET LJJ NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL. TIME BETWEEN LIFTS. ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL. LLJ STEEL: PRECAST OR POURED Pq U LINTEL, SEE A3/S-1 ROOF ASSEMBLIES: STEEL CONSTRUCTION S14ALL BE IN ACCORDANCE WITH FBC CHAPTER 22. ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC CHAPTER 15. WOOD: W A FOOTINGS- AND FOUNDATIONS: WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC CHAPTER 23, EXCEPT AS NOTED IN THESE PLANS. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND AS NOTED IN THESE PLANS. Li SOILS: FASTENINGS SS OTHERWISE IN THESE PLANS. THE "FASTENING SCHEDULE" IN FBC TABLE 3206.1 SHALL BE USED UNLE MINIMUM ALLOWABLE SOIL BEARING CAPACITY 2500 PSI THE DOUBLE TOP PLATE SH -NAILED WITH (8) 12D SINKERS. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILAB ALL HAVE A 4' LAP AND SHALL BE FACE LE AT THE TIME OF THIS DESIGN. THE OWLER SHALL PROVIDE TO HORIZ. JOINT n HALL A, "5;, THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT S REINF. BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. SILLS ON CONCRETE: F-1 THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBIRS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH _J DELETRIOUS MATERIAL SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING 2'-Ow BELOW THE BOTTOM OF THE FOOTING. AFTER THE ROOF SYSTEM IS INSTALLED TO ENSURE THE CONNECTION IS FREE AND CLEAR OF GAPS. 7__ LJ TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: MASONRY STEMWALLS: SPACED 0 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. > > Li MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH Fee SECTION 1804.6 AND AS NOTED IN THESE PLANS. AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. Li Li ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. __J SEE BELOW FOR MASONRY SPECIFICATIONS. SEE PLAN Q_ > ENGINEER OF RECORD IF STEMWALL W,LL EXCEED SEE PLAN _J STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL CONTACT SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP #2. FOR REINF. (6) COURSES IN HEIGHT. FOR REINF. III F-1 Z _J > STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SUBIFLOORS: WHERE THREADED RODS ARE EMBEDED 12' INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST P 1771 W 77 WHERE SUBFLOORING IS INDICATED IN THESE PLANS, USE -Y4" T&G PLYWOOD GLUED WITH A CONSTRUCTION FILLED. ADHESIVE AND FASTENED PER FBC TABLE 2306.1. CONCRETE: CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC CHAPTER 19. HORIZ. JOINT--\ L-D t\D U REINF. 1x4 OR 2x8 PT SYP BUCKS FASTENED TO _J MASONRY wrm SIMPSON -Y TAPCONS SCREWS AT 12" O.C. (MIN. EMBED 1-8" INTO CMU.) 0 a C -Y M o PQ 3: U Lo L LO 1-t d 04 40 CL�- MASONRY REINF . OPNG . L -C 0. C5 B4 SCALE: 3/4"=1 '-0 ALL LINTELS SHALL BE MANUFACTURED BY: CAST-CRETE PRECAST OR POURED LINTEL, SEE A3/S-1 Ld SEE PLAN FOR LINTEL LEDGEND I __J REINF. F=GROUT FILLED/U=UNFILLED 8's t3] E:1 ::I- F--1 # OF REBAR IN LINTEL V-_�R1 T --- ---- ------------ EBAR LOCATION B=BOT,T=TOP Fi ... SEE PLAN FOR OPENING NOMINAL WIDTH NOMINAL HEIGHT 6#5 CONT n i i W/#3 ly ...- A -C'4 "d 00 REINF. EXTEND HORIZ. JOINT 2#5 VERT. 0 14'-0" T TIES @ 8" BOND (50%) MASONRY REINF. OR PROVIDE (2 CELLS) AT 14'-0" HORIZ. JOINT -,7 UNITS AT INTERSECTION ' J W/1800 HOOK (ALT) OPENING to N'F,1.1.11 REINF. MTL. LATHE @ 16" O.C. 8" OR 12 MASONRY JAMB DETAIL 10 '[203] L35-51 AT 14'-0" & WIDER OPNGS. FILL CELLS 06 :2: W/CONC. A INTERIOR U EXTERIO 14'-8" MAX. MASONRY OPENINGS 245 CONT. BRG. 8" EA. END 2 7 MIN. ------ 00 0 C*4 L J SEE PLAN % 8" OR 12 FOR REINF. SEE PLAN I FOR REINF. 1203) [30�1 MASONRY OPENING 5'-4" OR LESS FILL CELLS W/CONC. HORIZ. JOINT7- I O.C. NO. DATE REVISED I REINF. 0 16 -�CMU WALL REINF. MIN. BRG. 8" EA. END -- ------ ------------ OAS SHOWN ON PLANS. < FIN. FLR. 014L 2-#5 CONT. T. & 8 Cl I: -4t @ 'BN D (50 EXTEND F U 0 IT T I REINF or N S A MTL. TF 67/7 FILLED CELL W/1800 HOOK (ALT)* _:��GROUT W/#3 TIES WITH REINF. MIN. 2-#4 IN WINDOW OR DOOR IN 16" LINTEL BLOCK INTERSECTING NOTE: FULLY GROUTED WALL TI E CELLS EACH SIDE OPENING FOR EXACT LOCATION OF I I I 1 4 T.O.F. EL. OPENINGS SEE ARCH. OF OPN'G. MASONRY OPENING MORE THAN 5-4" \Ar SEE PLAN NOTE: MIN. BRG. 8" EA. END (MAX. OPNG. SIZE 10 -8"F INTERIOR/EXTERIO CONT. REINF.TO EXTEND 24"BEYOND FACE OF OPENING TYP. NOTCH FOR VERTICAL REINFORCING (TYP.) C . M . U . CORNER JOINTS Al C . M . U6 JAMB JOINTS A2 MASONRY LINTEL DETAIL A3 MASONRY REINF . AT DOOR OPNG .(A4 05,425 EXTERIOR & INTERIOR SCALE:- 3/4"=V- SCALE: 3/4"= SCALE: 344"=1 '-Q SCALE: Z/4"=l '-O SIW I - - - . . -.---- __ .------�---��,-.,-,,-�.�-----..--,---'--,.___ -----.-I_... __ . - . . _.---------------.----.-.---�-------__ I . ___.. ----.- , - - . _ _ ___ __ __ -,--*--,-,- -, _____,_____ __ --,-- - _ ,__,__________,___ - - . I_U,_PL1FT_,AND_-PRO'DUCT -AP-PROVA-L: - - " ' , - -,- -- - I' -_ -, I- - - -_ -_ - - -, - - , ___ __,____ -,--"---------------- ----*-"-----,---,---,,----"* -*"------,--"-,*,---"- ,--"-*-,----,, _ - , , -, ' ' ''" I -_ __ _ - _ �...� I I* Indicates bearing w all below w Ith studs spaced at 16" o.c. I I - � I . . . 1_-...-_-1_. -------.-- I . 11-11-- _ -.,.- ----..�.-...�-.�--..-.�-�...--.,--.�-.- ___.___._._1._-____-_.______ . -_ _ ___,__ , � , � �: -.-; � _t� ___- I I - 1. I '. - . - _ I .."'. , " . , I J.0. . 17.,47. - , __ i -.1 .,�I �--:T-�- ..!V�4 ,. ' -1.0 - .:Pq w, VIks. :0b. %III 'O (z) 41 w-17l, ., W1 it-IJ.P ...'... III* !qj 7 '111,11 . ** See Sheet DETAILS for garage header tiedow n I - .--- - - - -_ _ - .- -, I ,C j,.L' I k" !1* ."Im ". _...... I 1-1--- _--..--_'I—'�- ._----1 -_.._,___--_,_.. ,� ._ ,- -- . . I � _ i . i . . , " 4� - �-' ''-.'--'- --___ -------_I�,- . _ - .. ,___ _ . . . ..-- _1 I�.I I .� - 1..1 I-i .� I 65, Z4.t. 11 I t. -At P, !�!v I,�Ir'�t. I P,��J �- - , ,. , WN A .r.j. t. - - ----------�- - ---. --.-- 1.- I I I � . I �,A, .I,.. �-I I ,, I , -_I 1.. ..� - - I .. *** See Sheet DETA ILS for gable end truss tiedow n and plaff orm f rarring In attic " . , ..� . .r#14 JVII: .0,4111 ..� I -_ I rll�_Itll, (;1)1`TL1 � � - , I I � .. �, . -- .1- '. I.-_, , ,,, - , , ______,____, , , I . I i .1� I III 14'.6.1, " 4 .- ,;,� I.1, I'll . ...0, A .'�.J, k��-.. I MI. I III, .., I - , - , -I - - *"-,, , - . . . 71 , , M -144�1 .0 W I .,I, '. 'L,",0 1,J1-.'e-t!,' �,';J, L.' "I-, .., .. !�P-114 I X.--,tm% L" 1.11 I. 11 ft .4 I � .._ _.__ .__- . ...I.-...1-1_____ . ___ ,_ __ _ _ ` I , _ , :I I ..., - -- -:� �-�...:::-.-- _.1, - � � . - ..____ .1__.--1 ..--�-1 .-1 , - " I I., . - -___- CA) 41;ba. ..,I, ,�� I .."! �." F I � ,� .L.,I—---'-� ,-- ,. .........._- _ .._�- -� ,_,- -:..t.. -.1- . I ..1.; I i� I 101, �W I �, iA 1�,,, ,�?, - � .,I % 1 .I S11 ", _.it�.J .0% - ..- Hurricane clips and tWst straps: i I 1-1'11 .".�,I..%5 .JN, J-114 0--. ,L i 1. . A it , -�.-..-.---..��.--...."",.....-.--�. _"' -- --_-__'__'--_1- - - � - , � I.. -..,I,,I. . . .f(�.�,.,-.�,.,, I old .. - ..- .. � - ----,.--- __1]_---_- --------�.--.-.]-.--...--�--�-----.,--.,-.,�.��--,---�------_-----------__ . __._____________._____ _." -, � .1-'..), I I 11-11-11 ....,.I- 01, el"A' ... 4 .. I" .I I - .1 . � . . I-.1. �.- ,P, .V.1,.- .1.,#1 v��Pl,;O, II, ,,,*,L 7.4 WA�--,I . I - 11 .I - �. . - -1 C .. � , ,H,3-= (Prod. Code- FL474.116) Simpson F13 w/ (4) 8d nails each end - Capacity = 455 lb i �,�-177 . i ..d. 141, I ,:4 , - - ,L.. i t1k I, -01 I"i._L:L � , I - � I. I - -4 T !!A I.,omIA . d . I I. �, , 71011 � , ! A IPA 1.4, I&.4 .- - I I 1-1-..., . i 1,-I—I .-Ir rx% 4 io ,11:r, :44 I- � X, A T 111 J I I I . . L i, � ... . --I - I-_ to,I I.A,, J , . -_ A, 11 ,I " , �,?.� ....... -1 - -, - -"!--'- ------ - , - , ,, I I :,, I", - I.�#_'�t SA I I�f.- 0 . , - , , - -, _ , - - ___ - -____ ,-"-_ -, - --,______----" _---------- -,- -- -------,- *- - - - , - * I ,;, , _ . ..."', , H8 CIO: (Prod. Code- FL1423.7) Simpson H8 w/ (5) 10dxl.5" nails each end - Capacity = 745 lb ...".: . . I .. I.' '. 1. .-"�. ,- ..-.,�-�ll-�l.-�---,-,.,,-,.�..-.,-.-��-�--- . --�"--., .-..--..--.-�-,-. ,-.--�'�-�-'� -,�-.-.�-. -��-..---,--.�.�------�._____._._.____.. I.. __1___1-11. -_-1 � I .. . _____._,_ .......��L i :_ , . I ,", ____ __ .rIv .;#%rA. -4. a, - , �, MTS = (Prod. Code- FL474.325) Simpson MTS1 2 w/ (7) 1 Odxl.5" nails each end - Capacity = 1 000 lb r.., ..T � _=�� - -. P. . - I 04 . S I -, . , "' I" I':I � � - ;: e - ... " - � - I �. __I I � � I -.-______ --I_1_- _...- ___ ..-- -�-1 _.__.- -I—— .I_1-11. ..-_ _-...--__ .. �--_ ____--.----.____. � .. 1. I 11 � I ...,.,�, I ;Ad J..I-t ,r,l-I:.$; 00 I., .1- I -1�1 1`01! J`IrI4 - .." .* . . .%� � . .J" . � I k. 4. �, "4� I 1 .4.- J 'As ..I . L (� 1: I a ,� I It-11-11 ILI 10.1114 i#11, 3.)kt It'l, "A.. I III . . to 1. ...- -_ -�_,__ _____ _.___1._-____-_ - . �-_1. 4 ) 0.11, -. Ir .: I'% 0 .. . -Z . . � . . . I� 1. . I .. I I- , �......_ .- - . -1......__-"--.'L'-----J--" ..I——-__ " _ .!'_- - . ; "I - ,i-',!:C% ot a . I� �� FITS = (Prod. Code- FL538.9) Simpson FfrS20 w 1 (24) 1 Od nails each end - Capacity = 1450 lb -'r I.- .7 -L'Vt-'!"-r:.4Z4-j:L'L*'�t"'L,'I I I -,I- o' " . �;�, T;i ., t . _ __:�_, C4 . - 10-11 if .WN"11,1101 w Nu W. ,qJ to 4 -4 .".. *i;"--,, ..-- I -I-I .:$a I i A I d : - J AD , , - I L'.'- I , 4� ,�c -_-- _-_,"-_ , - ," - .1 -I...". 1 7-1-3 �J-.IFIP l,q ox 41)OIL It,I, Ito R. # . '. . 1,- -- - I I .V�, -1611 ia I'l.A. ,� '." . V .U. ,_ z , -. . - ... � . I 1. I- � .1 .. � I I l - . .- ,__ . ___, ... .-.-I.--_1 - -..-.-1-___....... _ - fit V-!�, - (�,)fl,T�� 1*1* rT -,-r.,l .A.11- � I V I 10 * .. __ I �r V" 141', _,1 I ----11. flefA 6 .0 . .�"I : ",. Z , Flat straps: I i .:.." , � -01 .1. I. .1.- .. 't :.*._1 1-1034 A.% - V, 1.� 0 -------___� �---1- -___________ __�'_--.--.-.--I__ _ _^ , L , , - -- ,--,** "J", - '", , ' ' - __ - -1.-.1", ;, _)o, Ot 71 I,I , . - " V, . i - - -, , -_ * , - -* J * 1 . ., .,* .,,-1--.,--.� ...-"�-,---.---,--,-,---------.--�-,--- - _ ___________ ___.___,._ �_,__ �� , , I I 114, M 'J, � I *....1 .1-� ] . __ - _' I ,x,J[:, I 0 . - - . , I t: ,& '. &, JD , - I fl.? .11 I-)-) ws Was sit 1,11. J.'. -, t��-.. ,:�:) % ,:%)Irp, , .,:.t %,h 0 0 1 1 MSTA24 CIA (Prod. Code- FL 1 901.57) Simpson MSTA24 w/ (9) 1 Od nails each end - Capacity = 1640 � .----1.1._- -__... _._.,_____.__ ..- _., �J:7_1�,�-�V"I!�-,-:,) .,,._*i:1 . ..t��', I ... .. .I-1- - 9 x Osltt -I A. 9 ll, .- . % *,, . i CLJ 11-I�I rI.I,,it :for '141111 -� . I -, I--... % I .7sk 14:4 11'� ��'O r 0 - -,---,,__ - - I-I I_,--,- - ___-I----__-__- ------,_______-,_______________ ,--,--__-___1 ______-,-----------I-'-_______--'-------__- ,,,, - - -- __ .,. � _. ,_ _ _.I i"i ! f In W. If .,. 1*01 kill .%04-LiLlIk - I .. MSTA36 = (Prod. Code- FL1901.59) Simpson NSTA36 w/ (13) 10d nails each end - Capacity = 2135 -� ., .If I Mot i 6 ) III..1.1 1. `� V . � I..- __�-".-r-.-'---�.--..,,.-,��-,--_,..----�.-----..........._ __.--_1-___--1___-_.__._--__-'------'-----------'-'----L-----'-"----'--'�----�-- -__,__.____ ._ ______.__ ____.__ I t I to'. -.M#r.� a. 0:U_J'...'.,,t_ ",r'.,W ^`1 IL :A I a-. I.... It CA I. . 0 "', .t . / -1/4"x 2-1/4" Tlten Screw s In Concrete ,,.,-:,�', ,. ,� I.P.0 1.1.-L t P.111. .11.1%_:P 0. oh J"I � '�' " I MSTAM24= (Prod. Code-FL1 901.61) Simpson MSTAM w/ (9) 1 Od nails and 5 . I - . I 4 . " . * 1 I#,$ ,., 34 I I ##111111t --------__ _,._,, --I___.I...-_,___--..-...--.--I——___"".,_�___.___-'-----'-�-I"____1-_--,_-____---.-,---,.,"- - __ . -.� ., %!"\, I 11.I.I ?!r.rr%eq ,ow ,I*F, w kt * 1`_ 2 rly.19 g.11.I LNIF I IA it .4�'i- % ,./ MSTC28 = (Prod. Code- FLI 901.63) Simpson NSTC28 w/ (I 8) 1 6d sinkers each end - Capacity - 331 0 lb I.".. .-1.�:I. I . I..-_ I J � .1" '��" I P-At II 4 I :01%o. jo!ltl 1 -4 / .yl'. I,�._:.I-1A . ,to .I13. 441 -(".)tI,?!r 1k 0-:11, ,*�A tt��.:__ .. .he'll, *.I- . . '_ -1- .�-�1.�� _. - __....... . .1 ______ �_....'. _ - ,,,---.1-------_. ---- -------,- ....I--1..__.__._-.-1__.._____-____--.- I ___--__._1-__--_- � 11 � . I 1�,11, 1 -7�uwj .-m I- ' __:I . � . . . � I, ----t. - -, .I � I I'A.:l IkOA - .�- I MSTC40 - (Prod. Code- FL I 90 1.64) Simpson MSTC40 w/ (28) 1 6d sinkers each end - Capacity -4740 lb .1�`.�', 4 CIO 1.I.1 r�"?"%Av .40t III Do 1.I., 1.". _?�_ * I -.U.) ,I*XF'IOVX OKI -.J,J� !%11-1 4 4 .1.- I .- � - 1.1.-� - .. 1_ .. .__ _____,-.-__,____ __ -�1. .-.---,------._----.-.r.--..-I�-�------_�------_-________ _____,_ . ___,___._______---__ ._,�.......�- ___�-,-,__ .� -1 � I. ly -XI't, A::.4, -k V. I ..:: " I i I v7r , I )I,17"m .z._. I I _.� -_,-I ii%,-",A -V . U.I ..,I i :r 4'. JAI! .t lr�4 I.1 x) .-as. .,::. I �ff'.". � MSTC66 = (Prod. Code- FL1 901.67) Simpson MSTC66 w/ (38) 16d sinkers each end - Capacity - 5855 lb & I.A) 1.4-1 to-I I"I'l 1#8 ...4 ft. 011. 4. - A-l .%.. I. - -- , - ,, -, �ty .. .. . I . . .. I _ � . .. �., ,I—, - . -1.-1__ . I . - _", 4 * In ,." 11 '-., I #-.1 I J.-I-4 I-xn= ,A) 1.1>I 141 P.1 i -1. I- -_ _- . . ; ".I ,01:0. - -13 2111�.'.`&I----I.__ � ,fN -TF As. -ra I A ,Aer;fl-r� 0 ==1 FAA- ------ � ___.] --__,__,.-_ ----I'- . I .- __ __ I—. ___ �. I- ----1-1-___ _-,..._.1_____-___. . I .-- _ __ . . -.-....-11- 1-1-1-1 - I . , * --it I -1_1 .11 ,,�. ..1 I*t;' ,It 4 _, . I .__-__ - � .�.11 .� 1. . . , - , , Hea%oy girder fiedovms '.. , . .. / W12 .ti. () N ..--.1.-111------ -__.___._.__ i". . P A-" . 1-1 wq I,.:,6 ,.IF Alto, ILI- ': . -�. P, 0 �� ..;,1� 1 4:13 1..I-I .,,,."% It? I T:A 1. �I- I _L____ --,--.----- _ _____._,.__._..__._._ ____.____ � -NIC, -1:0" cu ,11 - I .--,------_11--.-______ ___.____.11 _____....,- 4t, .4 _I , --1---'- -, -----___ -- --_ --.,-,-,. ______._____._ - -- - I I . -;.I..I��- - - - I_ ___.;�-._ _,,,",,,�t 71?%"-.*.) 0 " i f r., -110 or. -Z$-I I fi.)J'?t) a - " ,. - ____...-,-� ... .�_._ I." A�r _.��. . -1 110 01 I. ,11. - . -, MGT= (Prod, Code- FL 1 423.15) Simp MGT w/ (22) 1 Od n lals Into tru as and (1) 1/2" th ru-bolt Into f tg. - Cap.= 3965 lb * LAP, (JILL AILA. '.1 a. 1. N 1, I, ..I.....__ I——-1---,.-�--.....-�-,�-.-------.�'..__._______.,__--.--_.__._______......--.-...�---�-.-�-----�-----.--.-.,.-..-��________.___________1__.__,_.,.___--.-.--____._------------1. �,.:-! , I (-W P 0A ;yx,nm r ., 1 41% 1 F III,.- PHD2 - (Prod. Code- FL503.27) Simp. PHD2 w/ (I 0) SDS1/4x3" screw s truss (1) 1/2" thru-bolt Into f tg. - Cap.= 361 0 lb . o-,- I __...-.1 - ;Ilk, �SAII- "I . .90.!,,'�Ilf�jal. I A �,'L... 4 0-11-11 .terr,tItS.i%IK lot -0.9*, 4. .r LID CU I -_. '�--",--�..-,-...�'�-.L.�-'- -'�,�--.-"--L"".�-�"�'----,--"--""---"-"L�---'''."''--_----.,_--""-'� --"--"-""'-'-----"-- ----L'---.L,�"--��-""-"""-,-----��,---.-L-"-----___..,__,__-,,.,..�-_�.._.... _.__.1-..1--- ------ "0�11' :;11� .da gel- . -,. ---. I lu'.%'o _ , 1. .��."- 414%11�. �tw-4 In� . z ,I I 1II -4-11 -I--.1 I _� , .i I*', ---L , �_� I"''--'-_'- __ '---'--'-"-,-'L-_-_"---L',-",-_-,--I-----____-"-,------,_-______, ., __ ,,,,, "L'.�I I! _,I 11*1 ? I 44!.,4L A;I. 'i. 4, 1-- T__4 PHD5 =(Prod. Code-FL503.26) SIrTp.RID5 w/ (1 4)SDS1/4x3" screw s Into truss (1) 5/8"thru-bolt Into f tg. -Cap.= 4685 lb . V w% ow I'tIlt, 19.0, J� I 1_2 11 J :W .11-1.1 ## M -----_----r_*_-_______-____-,_ C� .q.1'. . - L.t'l I . W.A IN.11 IV --,--_____,---_____,,______,______,_,___,___ ----"" L I .1, !z;I �!- c.. ""I I I :4 2: 1 4:, , I ____ . I,_ -th L. -I I- �4".V z--,�,-. (,�,::.5'e-'.^ I ..." '01%�I -- I - - __I 1 , A. 111`4 ti I 8 10 ltkt'V.$; ILA , wl. �%,,I. ". ,. ,olf- li-1 � HTT16 = (Prod. Code- FL503.20) Simp.1-171716 w/ (18)16d nails Into truss and (1) 1/2" thru-bolt into ftg.-Cepa.-4175 lb ,1. I _J z _----l",-----_ -I-�----r----"I--.......____...__.__.--____-_._____-'___r_'____.__._-'--______.---------'-__-______--'--__-"'---'---L--,......... .,-.,..'.'L.11 A %it ,*"I'll I.vk.1:.t 5 , -e As , I' !k: p �- � I HTT22 = (Prod.Code- FL503.21)SImp.HTT22 w/ (32) 16d nails Into truss and (1) 5/8" thru-bolt Into ftg.-Cap.- 5260 lb I- ..." - ,,, I I �,I�L- .tl-kIw�,., (�,,,it.,.-,), --,., i 4 D C3 LL) r-1 � - - � . �-,.. -.-_.,''--- "- '-� ' '' --_-'-''''--------,,.._.-�-L__________...LL--_'-"--�".___�"----'---'-�__L"-.-"-",--__''-'- �...._-._--'-"------'-�'-_-,,--'"-'___",..__._ ___, . : ,J A'L _..� I . . IA At, - ' I �_ CD . I , , . .', .'.'- , , �t N . ! .:I . 11, 0 1 1 Dn V-1-4 Ltcrr.!f 4w 4. . -,W:f X41.1 . _,-_,_ _ "I I P% ".,I-I If. 1*1 � y it) 13.1c-b Iler*1 IN .. tovo� 102 11, ,� HDQ8 = (Prod.Code- FL1463.25) Slmp.HDQ8 w/ (20)SDS1/4X3"screws to truss(l) 7/8" thru-bolt Into ftg.-Cap.= 82_3�5 lb "I", __ 14'. "t , I _ �_'_t' W.00 . .I1,,,'%.?% i- � . L.- , " -"--*' ' --,--- -- ,"" __,-___,--,-----,--- '_ -"- _ ,,_,,-_-,,, -' ------- - ," ,-, ,- -,,",___ , ,_, " I I - i, . : to -4* '_ '. f 21.i�A ! -------,7- I.. , .- - z M CU r', - -,, - --- -, __ -, ---,--,-"-,,--- ___,___ ... . ..."'A -"-,---,- --i-I.-I .-.J.-t, .4"'I?.!�,.#J . i M". V) -VNI I ,1. II, (�Ri�� 4 - < 0 M CO W ". . * - 11 .-. - I - - I I——. . , - - . . .- ' I .. 'L L" -,_ ' ''. -'I ' - L' I_-.� L' - - 'L - .2 014 - -4 tr W It-.4 ow �.,IJI. . , ..-...:I � k1f:1 A00 Is 11 .___6�;)0T3 * ' ' I-(f__ �,Ils, . R "' - .'* -� -.j jiv� I :...:::.... ! -*-I-" J.AO LMA 'JI loill, ;,.#A. 13, I �- :f, U �-q _. !,� ?' ,.L'" (: ,[ , . -_1 ." -I I _" - , ,, __ - - J - _'. I., .� -I'A a; *I:- - a INIP --- , , ,; ,:.., . , THAI-2 = (Prod. Code- FL474.414) Sirnp.TFIAI-2 Inverted heavy girder hanger w/ (30) 10d nails Into face -Cap.- 4135 lb A .r V 's' ' A., . .f. + : . M N , I iI . -n CO CO - - -- ' ' ""L-L... ____-'___._..,_' '...-_.-1 . _-1 _ __.-_____ ...,__ __ ____ _- ._ - -- ----- r_.___._. -1 _. '_ �___ - ' ]" � " "'' 4 ,A � ...............7_.�.I A _1 4%0 A& -I-L. - -0� I—-I 0� P I Face Mount Hangers _ , __- -, , f AM 11.11.41 r"W1,1'.111 1AI XI�. V N, L 11L. b I.g . le.I `�"l: .I-1, (7) CO - .--�-,' ."......... _---------____,___1-- _--...._,.__ -. - -., .- ----------______-- I_... __._.._.._______--_1-1 L"I.- -- ]__----'- '�'" I r NO -,,I ,III- 0 . :,4i!�" , a, 4,0140I, 44 07411 ,#_ III. k 4I. ,A 06 1:1 > L.L. I (7,,l LUS28 - (Prod. Code FL474.284) Slmp.LUS28 w/ (8) 1 Od nails Into hdr and (4) 1 Od nails into jolst-Cap.= 1 1 15 lbs. .1, __ .. 1.6, I" , `;�"'L �, I ..___1I- .. I . -_�_' __:�,- "", r _J -% CO I 1--..----..--,-�-�,-..-...--..,---------.--,---,--.----------... ___._____.___...�----.,,-,-..-.,-,-,---.--�,-.-.-.---.-.�-",--.�L--L"-'---' '-.--...�--�.�._�_,-,�......�------__ A too, I..I.l 4) 1" , _:_'"`, P�Iu.. V 0 __ 1-- Pq , _______... ......--"..___-"� LL r.01"MIS -k(P X�X. . ,.,, 4 ;- , Ld IF I ;.I I 0-4 L - 11! 0 � ,. -1 -.1- I t1J? I-It-1 :w n is S 4JI 1:1 4, 4 44 ,f, __% W (7) 00 'I r _Lc, Y2 III. �.K I. ; , ___._______., __------------ ....�-,.,�.---,-.-,-".�,--.--.."-�_..________-__L ..-.----'--------�--�'-"'L�-�-----'-"'-�----'----�L.�.�.'-�-L'�'L-...-��.,.---�-,-. -Cap.= 1550 lbs. - - -1-__ !�*.-L!- _ , , .,:"., � , - 10, 4.1 Is it .,A "'IL; A-ti-c. __.; _J HUS28 - (Prod.Code FL474.192) SImp.HLIS26 hanger w/ (I 4) 1 8d nails In header (6) 1 6d nails Into joist , 0 .-� __._____- -''----_. "_ .- , , - .1 � 00 .411, z M cr) I*#- *I;i - 1-1-1. I , I ,- .? HGUS282 =(Prod. Code FL474.139)Slmp. HGUS282 hanger w/ (36)16d nails (I 2)1 6d carried mern-Cap. i I m 4:J4 OJ;I IF 14 -IN .30 I, 1-11 .1 I . �� < [:] _ __,.__..-,-L-. __.._-_"._---�----------,_�..-,_.-�-"------.�. .",.___.__,_,_�,_.,---.-----�-,-��-".-,.,,�'..-�,,� ___ =3220lbs. b I 1. .1." I 11171% I-I I-1 104.1491 1-:1'. :, * "1.1:I _J I (n _.........--.--.__,__.___...........-'--'-"L-"-' .-_____-'' __--- __-,-- I . .It A I -IM. 11 V:�,t-0, � ,`_,�__. 4 OA . 6, .4 .., 4 I cl� U �� 14q- I .- - .. �&IL 'R,1, .19ti .X�."X-14t.- HU'4-1' 6 = (Prod. Code FL1218.148) SImp.HLA10 han.w/ (14) 16d nails In header (6) 16d nails intojoist-Cap.- 1715 lbs. _'_ - "." _ - - ...", .� � ... . - ....-..-1- -T-'--"-.......�I'L-*-," - " _ "L"J'�--'L'��'--�---._._"-�,,_,--'1---"-"'-'-'L",*----,----"-I- -""' �-'---'.I-�---� _----'-.I---"-'--,-_-*-_-�I____........ _._,.__,__ I _- . . *-L-1,tJ W LL. Q� ,-. 6 ... I _ - _ __ Ld M < .1, I- ________-__ _ __ Adjustableand Sta I ndoffPost'6a�asJ-_"__'__'_'---_. _.......--__--__'_1..__ -__-_.__.___.___'-_ ---�"-"..._-"'-'-' -"----I-'--�'--"�--L-""- __ _ _ _' z x z C", 6 . I � . .. - . � . _' L - ' L* "- LL--__ _ ,_,___,, _' ' -'' __-L" ,""' " _""' ,,---" - -___-,-,- --L'--- ' -- __, _,_ * _ '__ ' L' ,"', ' '' " "_ _,_ , ,_ , --I �,!.,_,�T - . . �_� LLJ r'l .. 0%, ..I , .-1_1......... - I I - L'I�� L_�'L", "I I - 0.��, _- � ABLI44 - (Prod. Code- FL474.21) Slmp.ABLJ44 AdJ.Post Base 5/8" Anchor w/ (12)-16d nails- Capacity = 2200 lbs. ...4�_,.,. II,:0 vw,! .."it. - __] L "_*__ ,I 1:___.1_.��J_!'r- � .. , ."J 0 � .., (4 W . . -1.11 __.. . - "' ' , __, "-_ - L,,, ,, , ,_-;I I 1'� I I*r-vh I, 60 I %wo,ri of t0i I .1. _�, V z �_______.__.________, "" ' ___'-, ----- -- .- . I I . __ ------ �- 0.4r:11 Pr -----" L _I-.1.1.I I I .. . , , lit -1.1 ,,:;I z < < x I, - ! .4 IL:.� "... I III ... I 'i ..". I - FL1725.1) SImp.ABLI66Ad.Pbst Base 5/8" Anchor w/ (12)-16d nails- Capacity = 2300 lbs. i , .-.-.-.- iL�____ ".. 'JAI AJ,-. J�P r-_11'r_=___2I ABL)66 = ( od Code 11; -'I, I" U ED " L . . - � , . .. -, . _ . . . . . I I ' L L, I , - LI-L-- '- -'-' L ' � ' _ - L 11" ,L ff.:..." ; 11ral 14! -- -_ I LLJ U 0 < _ I 1&;� A . � �_� I :; - , . I "t .6-O.., < _r .L . - , t,-�I JAW IIAI -0to O%V% i AP. it f1r. LL_ , . ".�-., . ; A-6-A ,rlf �.4- ,I., A 7 a- - L ... . .1 -.1. I - . . -1� . I .1 _ I I . -1 L' -. _ _. -_11 11.1.1 . .. . 1. .. ,--1 . "L. 'L 1._. _ I 1. .I - ._.L" , . __-_ - - .__......__ %If Ms I. �Ifl, V, �,-& 1.,�,-r_I. � 9 I 11-�I'l. A I.J.. Co Column Caps - - __ _._ I , " - ----- -- '..'1:--1.,1 ! -i...;9, -);,;,.-" � _ - _ � -V. OK 1.-i I � . ..- ____ ______1Jzy I If-.,-", -,*.e;t,C;� .. ri ' .1.11- ... L - _-1.1-- --11 11 1-11...I�._.- I--11,-_____ _"--.---_,_,. -- ----_ � �� , ., I �qj At-1.1 ..P. ;..to �..It - J , ,I -,--__,_-_'.1___.......�__L .__ _ ---_-___.........f-- --'--' __'_1--_-- '-_,-------- .,.,�_ -��-A�_, 1,- 1:1 I-�Ol 0 01.3 ::I. A.t, A A -, ff.? ..r.I-t. W I.- N - Cap.= 1465 lbs. .. 1 -1. I I - I—— III "I k. I,-,- A;! !�--_a +1 r".15..-A _:�J�l.':"'Ll III� A A.'! C�1, 41,- �1 4 . �,/ D/ II,D CC44 = (Prod. Code- FLI 218.12) SIrnp.CC44 Colurm Cap w/ (2) 5/8" baits In brn& (2) 5/8" bolts In post ., I—— ..1. L-" L,-"- L---"_ �--._,._____.__-___, , -,-.- .- . . L.... ,. .L-.--. .11 I-- I - _ _ ________...... -____ 1_._1_-----__'__--.--.. ________- .......L-.......,_.,.� ------'--�---�--"-,L_,..".--,�L - L&.-I- ,., . 11 I -1 L Ab-_�,�r_,-_ 11 ij'ze�.,^..�14�1 -1, < LJ T-4 . � ..01A V.00: J<bj . - � .. " , 'I - L-'"-"*'.,L.-",-. -[''-" '"'-l.�.�---- L'�" -'�']-- -'-_.- -Cap.- 4040 lbs. I% I;.'At .? . I ;III I-All IS..@., I d-C )!)b& -I.$.. 1%�.j, CC66 = (Prod. Code FL1218.18) Slrnp.CC66 Column Cap w/ (4) 5/8" bolts In bm& (2) 5/8" bolts In post- ,_1*T',-,".. I .,)) 6-0-0 I-orl-.11-m Ut '.-Of f I . -:1 - - -- - _____-1 ...._'-1-----_ .._- .-r-'.-,L-''["""__,.-,_-.,-- . . _ 1---__,_- _-, - ..I .-.-I.-I A..N% VO -4,bL m to "',Jf, - '. -,.-LL .01. , Pq U -1 L.2.A .-IIn, A --- . "L--� I--_I ,,.,I ", T - - I I , .��,.�2r-ifkv,�.;n("..�,,�.�r�, I I- -"-- L, * ___ _ __ __ ,_"--L'-, , " -,,___,___ '_--- ' ,___'_' - __ __ -- - " ----- " i ni .1-1.3 r,ql.l ,_, I— I .-_. I Holddovms IWIt. :,I!",. 14"ZI, IIN't.11 .-_.-LL I __z__�_M1='T1r1 ._)�...-- -1-----__-_,.,. , '__-____._-_1-__.' ' L� " '_1___-_-__._,--- -_'_-_--_-_L_-. ___ - , � I- - L_ -_ * - _.... --_____.-'_ ,.-.�..,-.---..-,-"-�..,.,-..-- .-�-11. _..,.___ _. I-,-- _ -.1 "" 407��f'l �'ILVV-� oe- `t.,�� 1*10 A. PA51 = (Prod. de- FL474.335) Simpson PA51 Embedded Anchor w/ (9) 16d nails- Capacity = 2030 lbs. ..,.--= I #'IN to d 4 r�,W . I A',I P. I,�Afll:, .:, ;11.,.�, �_ . l . � I ' , , , -[ L- , ,- - . - .1 1-- ' __ - ,* - , , - -- - __ * - - -1 ' � - ' ' , . � I.1.- ...:.r, , , " "' I . . .-=-^- . � I� ; L ... _ . .-.1 __ `'- I�1�_;;�_ L' . I I L. � . . - L .11 __ . � . - __ - _. . I � � _ I I V I*JT I � ,7*51 ' .�.., I I I 1 Anchoring Adhesive IL, - 'L L- ._ ' .- . , 1 1,==�.7.-.1 .)).%.0 1177f 0.4.1 13-1 oI. IIII,P, if' 11 11, 4 0 O�1�_4 Li ' L - - I. I .- . I- . I I .. I I.. -L.--__ .. ____ , . E r '(P- d Co e-' II-40- SI I - - I I I - _ .1- ''.�, __2L.tx�".. i < S = ro . d 2.3) mpson E�poxy Tle , "&.( ..a, .I.-L....... ..�.�.----L'L-"�-'---"'�'-'�-""--.--�--,-.--'"'-"-�'-'-' L--"L"---'---."''-�"-"-.----------.--, .. , � I I - _ ___- _.I I——- . I�11 � -1 -L- -,''--'-. I I I I '', *, 4 III 1-k.b r�.Ib 0.4.1 PIRL. .". ry AT= (Prod. Code- FL2304.1) Simpson Acrylic Tle ' --- - _ - I - - _ -_ -L . __'. I—- _ I I ' - - '-,-- _ _J- " _____,_[- , _ i-- , I 1--_____ ___ f:::� �L _,,,,, _ J------L "___L,-,- , , , , - ,,_, , ' ,L '- _,_ ,,,, "' '"-" , - ,-,",L....... -, - L, ,_,,_, I L," ____ _ .-. - 1, . 'a INS4 INI, _I'J-,'�,.*x .. �_ 1-_i I " __,,,,_,_ I.-I r,,,, . I I 4 M U-3-3. vwt I'A I ,.I, t!Lrx.lk"I'41 r -1 W _-_ .Coiled Straps L ....., -1..__ .. . .-L. _ .� "L . � . I I . �.I I - - -- - - __ __ ' ' -' ' __ - ............ - I . -111. . - .. .. _...__- 11 __-1___., I -414 tA,l-";, J�,f;"�,%Lr,___,___. U 0 0/_ ,, " - I .................� _' ---__________ ,-I.. 1'. �lzl�.�, , ': - 'JL____--__-____,_,____._� ......._______.__.__._,_. __ - . __ I F!) 12-1-1 1.4:. $...a . -0 ... �f_.. ED -___ --___1-_______.______-]'_-, . � , - '-__--_-_-______. - I .. , �, t"X...:_I 4 I 1!j. -..__:I__ . _'_- --"- � "�'-"L"-�"'--"-"��'�--".-----.�- --�"�-I.-.-,�----,-.,-.-,--. .,. - Capacity = 1030 lbs. I I � I . __ _111L�( C,,�., 'I_ I CS20 = (Prod. Code- FL 1 901.6) Simpson CS20 20 Ga. Coiled Strap w/ (1 8) 8d nails ___ Z L..J -.,.,-___.__-- �_-.--,---.- __ _'__------I_ _ - "'" _,_-___,__, , - 7- ., 1 : , - .1 1. , i I11% .%Lt.I I I . W n/ L, - I—__-.,...--.-1---------,-[--- --.- -_-'__ ,.,__ ,_____,________._. ___ ---__-'____, ' __ [ ' � I I --:t-.. I , At Q J I.,..I .t-1.1 *�-I- e..*. It"L.:�,- IrT�rl,,', .�, , - Stud Plate Ties .-___ . . - .- " ___ ]___________________ _ __------___ I—----______'___ ]-_'' ____.______.. _ �.. ._ 11 I ___ -.-. Cl- 1�,�_q.,_ �� LJ ..- . . I I__ ,I I- .1 -----_'-"-------.- I i J 1`1 I It 0 JJ .A.1s+ 1-4-1 .-.. ..or I 11 11. �_I - __ -- __ '--' - ___- ' '- '-'--' "-+--'-'L*-,-, "" ------_-,- _ '- - --* - - '----..,--..--.---,_ _ _ I I - � 1, � . ,,,, .1 . _=L�I I! .91, W! to d:-:,I Y e . I 1) I I I 1z. (/) f:::� '. '. - I I SPI = (Pr0d.Code- FL474.384) SImp.SP`1 Stud Rate Tle (6) 10d nails In stud (4) 10d nails Into too plate-Cap.= 535 lbs. I IV.ii, -_ r`t- U,.-,�'.J� Li -L . - I - .. I.�___�...I _ -1 I ---'- '__ ,.-,,-.._._._ L '. _ "'_--.,._._._'--' ------------,-.-----�......-- :L_ -L,-----.---'- - ',_...______. ---'-'- __ I i I .d 9 1.1% . iISP2 = (Prod. Code- FL474.385) SImp.sp2 Stud Rate tie w/ (6) 10d nails In stud (6) 10d nails Into top plate Cap.=605 lbs. 0, ,I ) ;PvI It I A .... .... ,., lel 14. WI a. I I I _ . - .- - . L.. .-1......... .. . 1-1 ...L._"_-_- I _ I _. -1-1- -____.._1--______._____ ..1.,-._ _. , �___ . ......�..--�_"......._ ___._______,- ,..- ._. . -"L'L L _:_ � I .._4 .."I., Li I .. ,� - . -_�..! I.m. .,!�if q.: in.:!,. �.- ...__-.1. . .-._.-.I...I� _.--..-..._.- _.--__-1 ___._._._.,.-._-__,. . - �.: it:-t' ;21,1 A I. I" - -. ��5 �r,.I:�l ry > SP14 = (Prod. Code- FL474.386) Simpson SP4 Stud Rate Tle w/ (6) 1 Odx 1.5" nails In stud- Capacity - 760 lbs. __J � ............ _____I—— .-.." _ - _'.______.____-_-__.__-'-+__'._.______'.-________._ '''- I .,, . 1. I 4 ret 21-11-1 FAX W.!A at V-.J I,. "6, . , .- . .,.- I SLPH4 = (Prod.. Code- FL538.34) Simpson SPF14 Stud Plate Tle w/ (I 0) I Odx 1.5" nails In stud- Capacity = 1065 lbs. .1 . �.,Iwo, .11,41P.- . LJ �-f � ---1 . -_""'�......------__'__ -,-.--. . ..L" _.-------1_-1_._...__-____ ..--,-.--�.,-----------..�.-.-.-".�...--.-------� I - CA +-I I-, I `111'f-I a,I�I� . I --"-'-'-----""--'-",--.,.L"----_..._.,�. ,.A -_ , ,� I)�_'_, A. ,O) __ - L I. I I I r1l � bik's. A 1 4 (;",")� A�,"-t;-, ,'�, �SPH6 = (Prod. Code- FL538.35) Simpson SPF16 Stud Plate Tle w/ (1 0) 1 Odx 1.5" nails In stud- Capacity = 1065 lbs. FF— - .11 , .4.4.1- M1"T1:r. "- "I'L z I > , - 1, , - , * " �V&. � _1 . -""'-' "�"" -'"'�L-.-�--'-L,,"L.-"�--. -�"L---�,-�-'�"-"---�--,-'--,�.-_,,---_--11.-.I,.,----- --1-------__'___-_'_.___ �. 3:44.1 t I ----____.__'_'___'___... --�".L.,L--�-----"--�'---�'L'��--�L"�"L'--" � V4 'IW.0 *� (.1""Ir.- -m:*�,;P-�', , . ..._____L _ M LJ Z :,it'. liml .V " , _.I =,:I . . :! ..�T�77,;w' I - --,_-_'._'1--_--- ' ____..,,..,�,L -'--,--'-'--L'-"--�' ,.--'.�.'--'�-�,".-,--""�-----,,,",L--l�-'-'' --'L.�--"","-.-.".--' -�--------_,___ ',I......... . . '71 : � I 11CI .'r,,.N..t.0 SSP= (Prod. Code- FL 1 423.2 1) Simpson SSP Single Stud Rate Tle w/ (4) 1 Od nails In stud (1) 1 Od nail Into top plate : I . _. I I' L_ _ ______ ,.,__.. 1 le-6-11 1pxrojn� AVI ID;� :.;Pi(�?)"�I . . -----L' ,-- : 1_=_-1 �7 PA r7 11 .- .- --1_..1.-_- .1_ __11 _ ------ - L " _-___' .1 , 1.140 -, Its 4;b% .ALI. )��,,er W,)r4IL , [_ _.._ � �' --*+,,.I_'. L-* __ ,, ,-"'_- , I ,- �, -___-.-'-.'' �,,I, .-' -L,- ,- '-'-- __'-,__,_,. I- ' - -II � I I A"U�l ;--. 14 I. ,o.. -1.- .. >_ 0 Framing Anchors 13 KI Fle r, ,III 4 I.i.1 P%a ..- ..1, 1-016. 2 a L.I_I..__ � . -�...._____�_-I �_____,.- _.__._ .. ...-____-___-_'L-----".-_.______"__- ___..---_______._-_]____�_____ ,�__�_.___ -.,-�--,-__-,___._'I I _.. -- .- - \/ '.+ . _,.,- ,+ . ..___ .- . < olz� LTP4 = (Prod. Code- FL474.258) Simpson LTR4 Framing Anchor- Capacity - 670 lbs. i .I---- .. _ . . ____ -L I - . ._-, . ._.1... _____ ' . "-''--- '- .11�-__ --.-,.-.-I-__. -1 . 1.- I I .1 L 11 -1-1 � I I i I I LD k,D U A35 = (Prod. Code- FL474.4) Simpson A35 Fran-ing Anchor- Capacity = 450 lbs. I I T___4 I - - - - - L'.. I— - - .. 1-_1 .. . --1. -1 1. - I—- 1- � - I I I < , . . � . 11 � I I _ , --,+-,--,* - __ __ - I Tension Tie I 1, .1 - --, L _ . .1 .-� . L L __ -1111, . I I I [__ 7 " - ' "L - -- - . - -- __" _ __ __- ,- , - , ______ ___ __*-------_-, ' - -__ -,_,-,,_-_ -" ' -__'_._.-- _'_---__,__-'- 1 L . . '" ' M 1:� 'I . I - .. __� ____1 LTT20B - ( od. Code- FL474.264) Slrrp.LTT20B Tension Tle w/ 1/2" Anchor and (1 0)I 6d nails- Capacity = 1750lbs. 1-_-_L_'-_-___ - --- -, I � . . .-- ., . 1 . I . 1 L I " ' """, ' 1- ' ' ,, ,� _ '..., � _'--_+J _- ----, [ L ''' , I - - I I . I I I I I � - . 1. - , - - -- I - - -, I i _____ -I . 11 . ''.. . . . I -1 . .1 . � 51 .0 Ln - (D >1 51 "a .0 .0 0) I IV > C:> �M 0 1464 - I it< Lo L 0 0)I* d M 11;�_ 0.�_ -P 0 L X 0. d = I U I< I M - �7 TO MATCH & LAP SCHD. .�4* (2) #5 CON. wl 30" MIN LAP F� FTG. REINF. �7... ... , 1. /-4" CONCRE SLAB D ARO 116.1"-i- A . lot 1 7%" PARAPET WALL l`_I 0 1 --.4. ... A... . j. . ; AT GARAGE/SHOWER SLAB REC, A OR REINF. r '---#5 CONTINU US W/ 30- MIN LAP DOWELS TO MATCH VERT. REINF. I --� g ONLY wAl) #4 CONT, AT TOP . /11� �- 1 819 J-4"--A .*. DOWELS TO MATCH VERT. REINF, /_W/ 8- HOOK INTO FTG. 1 '--#5 CONT. W� 300 MIN LAP . . . . .--;,I�. F___I B R ,. ..N . . I <E � 2'-O 8* CMU GROUTED CELLS 8-'CMU GROUTED CELLS a I 0 -,4 1 I # 5 VERTICAL 0 4'-O' O.0 I # 5 VERTICAL 0 4'-O" O.0 .4. 60 WIDE PARAPET WALL 1� : . .11 �_SEE FOUNDATION PLAN < I wl 6" HOOK INTO FTG. W/ 6" HOOK INTO FTG. N SLAB RECESS FOR FTG. SIZE AND REINF. M /-SEE PLAN. . �� _ . , .. .8,. - (2)D 12" HOOK INTO SLAB , . _r .... .4. - . . , �I A a, , "Ar ...:,.. AND 12" HOOK INTO HDR. I 4... . . 4 I . �7 . . 'a . , #5 CONTI w/ 30* MIN LAP .1 I- I .. .: - I % - a:. . BILK. (2) #5 CONT. wl 0,.:,: .. .. ,. * . 8* CMU -SEE PLAN FOR REINF. . . �-. ." ..-�.. .. 4.;- �� I I I I 1 .4 , I .t ... . : . -, ...e DOWELS TO MATCH VERT. REINF. 0 ../.-- I . . .I/ I. , . __L---�,�A A _J-4- - 14, ' . - 4� 4 - .... '.1 , %i - * . . . I :9-0 . . .. . 30" MIN, LAP BEND '. '. I iI". I I I:- 41,-, "o .. D i .121 , �)l .'. 4. - 1371 1. 1100 .. . I'-�-' 4- CONCRETE SLAB .I . . A .. ., . # 5 VERTICAL 0 4'-O" O.0 _.- . . . . f::� I � 2'-O" � L V-8" I 4 . I ,I .4'L.�; ... ,- J. : . 1 (2) #5 CONT. wl I I.11' I - d .411�. a . . EFER TO FDN. PLAN F-1 i . .. . W/ 6" HOOK INTO FTG. ." , I .' I . . . . 11 q -q - -q IF .___ .., .*`.! - . 30" MIN LAP ..11..... . �1? AND 12* HOOK INTO SLA13 .,., . FOR FTG. SIZE/REINF. I I i - __CONT. FTG. SEE J . .. I I (2) #5 CONT. w/ 30" L_ 10-80' (2) #5 CON. w/ 30" MIN LAP (2) #5 CONT. w/ PLAN AND SCHD. N IN. LAP BEND . -P-18- 10 AROUND CORNERS 30" MIN. LAP J_�/" I I ONE STORY BEND AROUNDCOR. L-O" [ONE STORY I it M _00P [ V-O" ,ONE STORY . " V-4" " TWO STORIES *1 V-4" `q TWO STORIES 40'� 1_-�- TWO STORIES . : I � FTG . CORNER REINFA, STEMWALL OR MONOLITHIC FOOTING SIEMWALL OR MONOLITHIC FTGOP STEMWALL/MONOLITHIC FTG . I i SCALE: ; . - SCALE: 1 /2`P=1 '_0" I NO. DATE REVISED � 1 /2"=1 '-O" ( . . (@ SCALE: 1 /2 '=1 '_011 (@ AT ISOLATED FTG . - : SCALE: 1 /2"=1 '_0" ( � - : : - i - i SEE PLAN FOR REINF. I � DOWELS TO MATCH VERT. REINF. 1 1 /, I -4" CONCRETE SLAB .� . I . . . 410 . I. . W . 4. . -1. 4., .,.:. - OOR) : , , , 4 - ,, '. .I. I LQ .47..,.- 4 '-�4'41'' "Il.'-� .. I . -- . of: , :t .A4.-- , L.�� I ,V... . . A , ..I W 1 .4. . -is.1. -1 , I 11 . , . t1i / . 0 . A . I .A . ....,@ : . ., , * 4 A . I, . . . ,I . � . .. : : .. - . , - 'L ; . .1 4`1 T I --- . _ .'. .. . .6 . . . I . . '. .. --,� ". -'-� -,I .., a % . --,'k; A . . % .. . ., . .. 1 -�7-# . , \ \'% % 1� .1 -.4 :;O.A.:.;*- . it 4 . . ., . .�.A.,W 1) #5 CONTINUOUS W/ 25- MIN LAP _( I .1, , . . - �� 8 2) #5 CONTINUOUS w/ 30" MIN LA S.. f . �"" .., ti��) #5 CONTINUOUS 'C"4 A ...J .. I TWO-STORY 11-8" % ! # 01 .0 (2) #5 CONTINUOUS w/ 30" MIN LAP - i I ; THREE-STORY 00 . ; I, 2'-O" 1, EMMMOMMO� � q 11 i ; A -SLAB : THICKENED EDGE SLAB AT INT. NON - BEARING WALL.- ( SECTION THRU SLAB AT INTERIOR SECTION THRU SLAB AT INTERIOR 05FI25 SCALE: 1 /2"=1 '_o" ( STEPDOWN BEARING WALL " * 4 , , 81, __ I I I I I I I I I I I " .11 LZ,I-, " I �� "L ' ' I __ 1U1 A CONTIN 0 . . A-'L _T�4- _-,-, , "' . . "-4 , I ` � I - - I - - - .. ..' - - - - -� -4 L4 - .0 '' *.''�' "' 4 I .. .o. ..-�t-/_ I ��-k".4 '0* -* - (, , . .. , . .. , . I .11... . �� 'L. ..'4 ) fl� C, 'I ' ' "� '�' ' A - .. ....' EF ' --. - - ��3 t.�' FOR .. . . . . . L A (5,) . . . . BI , . _ I I Iz �4---/47_11, 4:r 'A It , 1 6 �2 it-4" W I SCALE: 1 /2"=1 '_0" BEARING WALL: DER I SCALE: 1 /2"=1 '_o" ( I SOU. Opp ( S,w 1A � eA� _�I/Qtiil_ - i ___ __ _ _ - __ - : . I . . . . . � I . � . � I . . . . I . 11 . I I . . . _ . I. . . . . . . NOTE TO ARCH. HOMEOWNER, AND BUILDER: INSERT 8X16" CMU COL. W/ (3)# 5 EA FACE W/ #3 TIES 0 16" FOR FLOOR REACTION #6 BARS 0 48" O.C. 00 #6 BARS 0 48' O.C. '7 V, 33'-4" f* CONPENTIO1 LLY STIRAP WALIZ r rB 1�� 2) MSTM36 F-AT uj-j 1 ��l A TYP. Ea I I P.T. 2X8 LEDGER ATTACHE[ TRAP TO EN8 PF' 131 62 0" N, S-1A 81-411 TO RIM BD. OR STUDS W/ MIN. d-, (4) .113IX3' NAILS 0 16" O.C. 8F1 611 B/1 T ----------- -TO7 is 0 8 a --------- ---- --- c; z BF20-113 Q3 "T, (2) HTSM20 STRAPS =935 UJI T "— M LL 8" CMU. REINF. W/ 2X6 EMBE F ATT. 3 F.J. IN. #5048- O.C. VERT. (2) MSTAM36 FLAT 4' 13 C K W/ (3) . 31 X3" ILS IN GROUT FILLED CELLS STRAPS TO END OF B2 00 TYP. U.O.N.. 11 0 16" 0 C.1 ICANTILtVERED I OUT 11 11 0,1. =915 A RXT.=4122# TO RICK UP I RAFTER SEE Pg. TH15 I I SH C4 2] 8" CMU. REINF. W/ SEE FDN PLAN PR[[ENGIRED LOOR USSE�l 0 2;1 0 C Z N to L THIS SHEET. ' *"''1! F-1 0 DOWELS TO MATCH B 4" CONC. SLAB REINF. W/ VERT. REINF. TYP. I I ItE I JEE IEa IIE IIE I lir :D WWF 6x6— NO. 10 OR so V) Z FIBERMESH REINF. OVER T. z 0 0 r 6 MIL. VAPOR BARRIER H o — " 'o 00 co OVER CLEAN COMPACTED N to 0) > 1 00 TREATED FILL. 'co Q� _j _j 00 0) gn 0 M 0) 1 (B2 PREJENGINEFRED IfIlOOR IRUSSESI 10 24110. vi C5 1 j z o ui 1 0) :D 0 _3 q- r*e < X -J C:) ( A�3 S-1A Ld LL < > TYP.0 INT. 10 11 11 Ld :2 z 0 $-lop 51-1 LOAD BRG.WALL 0 o 0) 14 0 z Ld 10 U.O.N. W Z U) j4C 3 z z I,_ < 0 X LLJ < (n i = L<L (4) NDER 00 BEA B5 & B 1 W/I 1(2) 11 LL (2) MSTAM36 FLAT Ms 6 F04 LJ STRAPS TO END OF B5 V ry T�L�TRj THISIZDj < UJ M ILAI TYP.0 EXTERIOR U.O.N. 00 ("A2 5'-2j" L ------------ Ljj L bi -46 ry < . . . . . . W1 2-4- 2'X2'Xl2" DEEP FTG. AT LOCATION OF SPIRAL STAIR co 11 . . . . . . . . . . . . . ESF8.1U1/18 ry Typ SHOWER SEE ARCH. W/ 2 # 5 EW SOT F06 0 TYP.U.O.N. C) FOR LOCATION SUPPORT, BEAR ON (2) 1,75- LLJ 0 X16" LVL BEAM. E.O.R. TO T L A co T 41� S 2 .75 1 j(R F07 To L S To Lj ry VERIFY AFTER STAIR SELECTION XT 0 F06 Ld (SELECTION OF STAIR RXT. NOT x TO EXCEED 2000LB) F07 _x cf) 0 _x W Ljj LJ to Z rA2 F06 LLJ > S Y-1 A 41 IT 'n 0 0 F07 L _j Ld z z F06 N4 - z u I i - Q0 w F06 V-010 LEDGER 86 nF----------is F07 % FLOOR JOIST 7 (2) HTSM201 rA 4*'� MIN (6) f STRAPS NAILS END OF JOIST --------- --= M3 Ito TO RIM rB 3'� ------ BEAM AT F07 = 1\�Ll A) 24" O.C. 07 0 J A02 _j T > 1.75 1 6 r L T 0 113 T T I c a N A01 L f IN RII p- PTO�7T �I FR CJ1 Oq F FAM I co f W 4X�l 2 1 F�J6 1 0.4. TYt I I I I Mp 2'X12" DEEP FTG. S1 IZ210 HANTERS IAND @Wflx 2 # 5 EW BOT REAR RAFTER DE TA/1. 1 1 (1� SIMIP H M201 OTH R END I =- ------ ------ ------ ------ ------ ------ PROVIDE PT 8X8 POST CD i TF 1 W/ ABU POST BASE PROVIDE PT 8x8 POST LET————————--——————————————— _��Q 4� W/ SIMP. ABU POST BASE 8F1 61T/1 B < (,-n1A STRUCTURAL DESIGN BASED ON n ARCHITECTURAL PLANS PROVIDED BY: 16o-O" BEN BRAODFOOT DESIGN ,2#-0" 16o-Ool 2o-011 9#-6" 5'-6" cd DATED: JULY 2005 0 FOUNDA TION PLAN 0 (D SCALE: 114" 1 '-0" THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE SECOND FL OOR FRAMING PLAN FROM ORIGINAL PLANS PROVIDED TO US (AS NOTED ABOVE) OR SCALE: 114" 1 '-0" NO TE: S TRUC TURE SHA L L BE CONS TRVC TED USING CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. NO. DATE REVISED DIMENSIONS FROM T11EARCH. PLANS THE SUPPORT STRUCTURE OUTLINED WITHIN THESE PLANS IS BASED ON L 0 CA TION OF A L L /.IN TE1.S A ND HEA DERS DIMS. L 0 CA;WD ON S;rRVC T SHEETS A RE FOR REF 0Nt Y THE LOADING AND LOCATION OF TRUSSES, BEAMS AND BEARING WALLS AS PROVIDED BY THE TRUSS SHOP DRAWING LAYOUT AND TRUSSES. TO BE VERIFIED W1 B 611 DER TRUSSES ARE ASSUMED TO BE LAID OUT AS PER THE TRUSS LAYOUT NOTES: 1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. PLAN. THE E.O.R. IS NOT RESPONSIBLE FOR MIS-ALIGNMENT OF TRUSSES. 2. REFER TO SHEET NO. S-1 FOR FOOTING SECTIONS AND DETAILS 3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 4. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS 5. ASSUMED ALLOWABLE SOIL BEARING CAPACITY= 2,500 PSF NOTES: 6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH FBC 1804.2 AND SHALL BE COMPACTED TO A MINIMUM OF 95% 1. ALL EXTERIOR WALLS ARE SHEARWALLS. MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 2. SEE SHEET S-1 FOR GENERAL NOTES TYP CMU DETAILS. 3. SEE SHEET S-1 FOR TYP'. LINTEL DETAILS. 7. MONOUTHIC FOOTING MAY BE SUBSTITUTED FOR STEMWALL 4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. AV FOOTING DETAIL SEE SHEET S-4 FOR DETAILS. 5. M 8" CMU WALL. SEE PLAN FOR REINF. 05 f25 6. SEE UPLIFT SCHEDULE S-1A FOR TRUSS TO WALL CONNECTIONS. S=2 INDICATES THRU__"� BOLT WHERE SHOWN. uwj ILI) --- ---------------------- 10 0'z (2)2X8 HDR. TYP. 2ND & 3RD CONVENTIONALLY STRAP FLOOR U.N.O. rB 1 j S-4 LL PROVIDE PT 66" POST (2)2x6 HEADER TYP U.O.N. TYP. 2-PL'S. n* :::3::::P.T� 2X12 1§ 24" D.C. -------- ------ 14 11 P.T. (3) 2X 12 TYP. 0 H CI%4 W 1 11 111 0 SIMP. 2.5A AND U210 ANGER, WINDOW LOCATIONS MAY BE Z (1) HTT22 EA. END OF TRUSS FG1 MOVED WITHIN BEDROOM (INVERTED) AND DRILLED & EPDXIED LLJ (2) STUDS AND (2) 11 1 TO FDN. (MIN. 5 STUDS UNDER EA. MSTA36 FLAT STRAP I I co Z I- END 0 EA. TRUSS o r"- FROM FLOOR TO FLOOR MIJ — Ili UL JIL B ul z 0 0 1- V) C'q 00 00 ------------ SEE NEW EAM LCS < nm to T B F(3]) l FLY 1VvL T N 00 W EA FK > _j wj 00 0 CD U- 0) I I I I I f I I I CONVENTIONALLY STRAP _r n vi loo z o Lu I 14- C14 I I I o 4 I LL* U U U-) C'4 04 04 < 0 I C14 WINDOW LOCATIONS MAY BE U- 1.1- Lj_ L- Lj_ u_ U- U- Lij < > 0) "t I I I I U- I lu- I I MOVED WITHIN BEDROOM LLJ LL_ 0 :2 z o 0) z rB 1�� P T 2X8 LEDGER ATTACHED 5 Lu z z To RIM BD. OR STUDS W/ MIN, z I- < o co 0 NAILS 0 16" O.C. Lij < :c LL (4) .1131 X3 00 ---) n (1) HTT22 EA. END OF TRUSS FG3 LL I I I I I I I I I I I I I I I I (INVERTED) AND DRILLED & EPDXIED Ld I- TO FDN. (MIN. 5 STUDS UNDER EA. ry < END OF EA. TRUSS M F =I 4 ---j =LJ r----------d Bg 77 FG2 IN, \-c 10 To Li ca Lij ry < FG4 9 CONVENTIONALLY STRJII CONVENTIONALLY STRAP Ld 0 _j Lj ry n (2)2XB HDR. Lu cn r_') SYMBOL KEY TYP. 2ND & 3RD LLJ LLj LiJ FLOOR U.N.O. ? ry > MIRD Fl.0 OR FRA MING X A N 'w Ld THRU-BOLT LOCATION > N. Lj z SCALE: 114 (4) MSTA STRAPS CONVENTIONAL STRAPPING c_ N, -%- (SEE VERTICAL FRAMING ON SHT. S-1 ) WHERE SHOWN T�: Qo F71 SIMPSON HTT22 HOLDDOWN LOCATION 0 I/N (SEE UPLIFT SCHEDULE) BEARING WALL BELOW FASTEN (2) SIMPSON MSTA36 FLAT STRAPS P.T. 2X8 LEDGER y- ATTACHED TO RIM BEAM 0 INE 7 YPE KE Y ------- OR STUDS 0 16" O.C. I ---------------- ------ V W/ (4) .131X3" NAILS . . . . . . . . . . . . . . . . NON—BEARING WALLS c X m m I r. u�o 0 4;'t SEE GEN. NOTES FOR CONN. OR USE BEARING WALLS lu I (1) SIMP. HU612 W/ MIN 5 STUDS CONVENTIONALL STRAP WALL 00 BEHIND HANGER ------------------------- HEADERS U-) BEAMS C�j E TRUSSES P.T. (3) 2X12 TYP. 0 PORCH ry — — — — — — — SPECIAL TRUSSES STRUCTURAL DESIGN BASED ON 190-009 PROVIDE PT 6X6" POST 0 ARCHITECTURAL PLANS PROVIDED BY: TYP. 2-PL'S. W/ SIMP. 0 0 ABU POST BASE TO CMU BELOW 0 CD BEN BRAODFOOT DESIGN 3.3 -4" AND SEE GEN. NOTES FOR STRAPPING ALL &TERIOR WALLSARESHEARWALLS DATED: JULY 2005 n' n.*, THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE CONVENTIONAL FRAMING NOTES: ROOFF)UMING PUN I I FROM ORIGINAL PLANS PROVIDED TO US (AS NOTED ABOVE) OR 1. ALL CONVENTIONAL FRAMING SHALL BE SYP. NO. 2 OR BETTER. p Z ALL RAFTERS SHALL BE 2X8's 0 16 O.C. U.N.O. SCALE. 114' 1 -0 CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. 3. FASTEN ALL RAFTERS TO PLATES MTH (2) SIMPSON H8 CLIPS wl(5) 10d X 1.5- NAILS EACH END FOR SPANS UP TO 10 FT. THE SUPPORT STRUCTURE OUTLINED WITHIN THESE PLANS IS BASED ON 4. FASTEN ALL RAFTERS TO PLATES K1TH (2) SIMPSON MTS12 TKIST STRAPS NO. DATE REVISED wl(7) 10d X 1.5- NAILS EACH END OF EACH STRAP FOR SPANS UP TO 20 FT. THE LOADING AND LOCATION OF TRUSSES, BEAMS AND BEARING 5. FASTEN ALL RAFTERS AT RIDGES MTH 2X6 COLLAR TIES. WALLS AS PROVIDED BY THE TRUSS SHOP DRAWING LAYOUT AND TRUSSES. 6. FACE-NAIL COLLAR TIES TO RAFTERS WTH (7) f6d COMMON NAILS. Z TOE-NAIL ALL JACK RAFTERS TO HIPS AND VALLEYS KITH (5) 12d SINKERS. TRUSSES ARE ASSUMED TO BE LAID OUT AS PER THE TRUSS LAYOUT 8. ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (1) NOMINAL SIZE LARGER THAN PLAN. THE E.O.R. IS NOT RESPONSIBLE FOR MIS-ALIGNMENT OF TRUSSES. ADJOINING RAFTERS U.N.O. 9. FASTEN RAFTERS TO CEILING JOISTS K17H (4) .131 X 3- NAILS 10. FASTEN RAFTERS AND CEILING JOISTS TO PLATES wl(3) .131 X 3- TOE-NAILS. 11. FASTEN ALL HIP AND VALLEYS TO PLATES K1TH (2) SIMPSON UTS12 TKIST STRAPS wl(7) 10d X 1.5" NAILS EACH END OF EACH STRAP. NOTES 1. ALL EXTERIOR WALLS ARE SHEARWALLS. 2. SEE SHEET S-1 FOR GENERAL NOTES & TYP CMU DETAILS. 3. SEE SHEET S-1 FOR TYP. LINTEL DETAILS. 4. REFER TO ARCH. FLR. PLANS FOR EXACT WALL LOCATIONS & DETAILS. 5 &5,wf2 SAr3 %%I RATED SHEATHING SEE GENERAL NOTES "civ-i" cy 4.'. %o w (2) 2x6 PLATE TRUSS SEE TRUSS DWGS TOP. PLATE EL. SEE ARCHj, Otto z "18"0 THREADED ROD cc TYP. SEE PLAN. U. ,_--,1/2 " GYP. WALLBOARD VAPOR BARRIER AND n� r_1 RATED SHEATHING 2x6 STUDS N 0 16" O.C. TYP. N SEE GENERAL NOTES (o z N n 7 z4z r- D Lij 3/4' PLYWOOD RATED SHEATHING 0 Z (REFER TO GENERAL z 0 o cn '010 00 NOTES ON SHEET S-1 po (m n FIN.FLR. EL. SEE ARCH. ROOF TRUSSES SEE TRUSS DWGS. > 1 00 DIST SEE PLAN w_j _j 00 0) SEE UPLIFT SCHEDULE 0 m Li- 0) 1 FOR TRUSS CONNECTIONS TYP. ro 00 (2) 2x PLATE z 0 Lj 1 0) 0 -3 4 n ry =� o BAND JOIST I x4 HDR.BRACING NUT AND WASHER SEE A4/S-4 Ld LL_ < > Ld z 0 z (2) 2x6 PLATE TYP. BEAM HEADER 0 SEE PLAN Ld o Lu z z < 'se, 0 X ou < 7/16 OSB OR 3/8 CDX 1/2 - GYP. CEILING BD. Lli < -r LL PLYWOOD FASTEN TO TRUSS OR .5 CL 3/4" PLYWOOD CEILING JOIST w/ 8d NAILS OR 5/8 " GYP. WALLBOARD CONVENTIONALLY STRAP ry LL C14 0 12" O.C. CHIMNEY CHASE SEE Ld F- (D NUT AND 3 x 3 x 1/8" /-SIMPSON SSP 0 32" O*C* W-009 GENERAL NOTES CHIMNEY y X T_ POST BEYOND VARIES WASHER (TYP.) REQ'D AT OPENINGS OVER < Ld NOTE: LEDGER MAY BE USED (SEE PLAN) 7 A M 2x6 SOLE PLATE IN LIEU OF CONNECTION 1/2 " GYP. WALLBOARD 1 1. '1 11 SHEATHING OVER KING BALLOON FRAME CHIMNEY SHOWN. VAPOR BARRIER OVER u u W/ MIN (3) TOENAILS EA. TRUSSES r r r r FIN.FLR. EL. SEE ARCH. 2x4 STUDS 0 16" D.C. END. 0 EACH FLOOR AND 8' O.C. 2x8 SILL PLATE ,--JOIST SEE PLAN HRU-BOLT HEADER_z Is TOP PLATE —, T Lij < \_ 2x4 JACK STUD (TYP.) ry C) 8X8 BOND BEAM wl BAND JOI'ST 1/2" THREADED (2) REQ'D FOR OPENINGS (1) #5 CONT. TOP TYP. OVER 6'-0" cn 1 0 FILLED SOLID w/ GROUT 2x6 STUDS LiJ Ljj 1/2" GYP. WALLBOARD - SEE ARCH 'e_�O 16" O.C. COUPLER STUDS (TYP.) r--P.T. 2x_ SILL PLATE PERMITTED (2) SIMPSON CS20 wl SEAL (TYP.) IF REQ'D. Lij > Lij # 5 DOWEL ----#5 VERT. IN GROUTED CELL STRAPS TYRO EA. 3/4" PLYWOOD ry L.Lj LAP w/ VERT. SEE PLAN FOR REINF. POST. 1 1 30" MIN. BEAM SEE PLAN. M 0 ,,,FURRING 0 24" O.C.- SEE ARCH. FIN.FLR. EL. SEE ARCH 11 Q0 POST BEYOND FLOOR BEAM (SEE PLAN) SEE TRUSS DWG'S. < SEE PLAN FOR JOIST FOR SIZE AND CONN. (2) 2x �TOP PLATE. __D SIZE & CONNECTION. 2x6 STUDS 0 0 16" O.C. SEE PLAN FOR FTG. SILL PLATE SIZE x m OP 0 TYPICAL WALL SECTION PORCH SECTION TYP . PART. 2 STORY WALL ELEV. FIREPLACE FRAMING DETAIL BI B2 B3 B4 SCALE: SCALE: SCALE: 1 /2"=l '-O" SCALE: 1 /2"-l '-O" - STANDARD HOOK SIMPSON MSTA24 FIELD-FORMED /-NUT AND 3x3x 1/4 STANDARD HOOK 0 EA. HORIZ. REINF. AS A STUD-TO-PLATE ANCHOR (2) 2x6 WASHER (TYP.) SIMPSON SPH4 w/ (6) 10dxl.5" UPLIFT CONNECTOR (TYP.) EMBEDDED 6" INTO w/ (12) 1061.5" NAILS TOP Q NAILS 0 32" 0.C. REQD AT ROUGH (TOP BOT.) ROUGH OPENINGS OVER 6'-0" U� BOND BEAM 0 EA. VERT. REINF. 1/2" THREADED ROD 8x8 BOND BEAM w/ < (1) #5 CONT. TOP < FILLED SOLID w/ GROUT HEADER SEE PLAN (2) 2x- TOP PLATE SILL PLATE 2x- JACK STUD (TYP,) \-LINTEL (SEE DETAIL) ZE (2) REQ'D FOR OPENINGS 1/2"0 THREADED OVER 6'-0" SIMPSON MSTA 24 ROD (TYP.) 1�4) 10 " x M2 1'X4 TITEN CREW TO FTG. AND #5 VERT. IN GROUTED 1(9) 10d x 1 1/2 NAILS TO STUD ZE (2) 2x6 FULL LENGTH COUPLER CELLO 4'-0" O.C. MAX. #5 VERT. IN GROUTED CELL PERMITTED STUDS (TYP.) AND AT ALL CORNERS. .1e AT WALL OPENINGS 2' TO 12'. (TYP.) (2) #5 VERT. IN GROUTED CELL AT WALL OPENINGS OVER 12' 'A : USE HOLDDOWNS ONLY WHE NO. DATE REVISED 41 RE SPECIFICALLY NOTED IN THE TIE DOWN OPTIO P1 ANR� .77 4 OPT'O" # 5 DOWEL/S__' .1.i-1 1 1 ".' 1: ..I . LAP wl EACH 5 DOWEL/S $ x 1/4" VERT. 25" MIN. NUT AND 3 x 3 x 1/4" LAP W/ EACH Id WASHER (TYP.) VERT. 25" MIN. EPDXY IN so''E PLATE SILL PLATE 5/8' HOLE -A OR ARCYLIC IN 9/16" HOLE .:4 STEMWALL 4 CONNECTORS NOT REQ'D -4 4% OR FTG. TO THESE STUDS 04 �LL P TE SILL P E .A, 1Q" THREADED ROD S E B4/S-5 FOR EMBEDMENT SEE A3 FOR A EMBEDMENT DEPTHS 05VI25 WALL DETAIL CMU Al THRU - BOLT ALTERNATE A2 THRU BOLT A3 WALL ELEVATION A4 SLAB CONNECTION s.4 'CZrAl F- I V_0" I;rAIF- 1 "= 1 '_0" r,r.Al F' F